Costa Mesa City Council
January 17, 2023

Project and Specification No. 22-08
1 CITY OF COSTA MESA

PUBLIC WORKS AGREEMENT FOR
CITY PROJECT NO. 22-08
THIS PUBLIC WORKS AGREEMENT (“Agreement”), dated January 17, 2023 (“Effective Date”), is made by the CITY OF COSTA MESA, a political subdivision of the State of California (“CITY”), and All American Asphalt, a California corporation (“CONTRACTOR”).

WHEREAS, CITY desires to construct the public improvements described below under Paragraph 1, Scope of Work (the “Project”); and
WHEREAS, CITY has determined that CONTRACTOR is the lowest responsible bidder; and
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 Placentia Avenue, West 19th Street, and East 17th Street Pavement Rehabilitation, Bicycle Facility, and Striping Improvements Project (the “Work”).

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

The Project is known as City Project No. 22-08 (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. The bid package is attached hereto as Exhibit B and ATTACHMENT 1
Project and Specification No. 22-08
2 incorporated herein;
(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 Seung Yang, 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 Project and Specification No. 22-08
3 of CITY by the Project Manager, and in accordance with the time of performance set forth in Paragraph 11 (Time of Performance).

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. CONTRACTOR’s total compensation shall not exceed Two Million Seven Hundred and Forty-Five Thousand and Five Hundred and Forty-Seven Dollars and Twenty Cents ($2,745,547.20).

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 Project and Specification No. 22-08
4 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 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 55 working days from the first day of commencement of the Work.

Project and Specification No. 22-08
5 12. TERMINATION.
(a) Termination for Convenience. CITY may terminate this Agreement at any 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 range upgrades scope of work or restroom improvements 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 Four Thousand Dollars ($4,000.00) as 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.

Project and Specification No. 22-08
6 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 (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.

Project and Specification No. 22-08
7 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, 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 Project and Specification No. 22-08
8 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.

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) Project and Specification No. 22-08
9 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 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 Project and Specification No. 22-08
10 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 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.

Project and Specification No. 22-08
11 (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.
(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 Project and Specification No. 22-08
12 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 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 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 Project and Specification No. 22-08
13 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, attached hereto. 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
Notices required to be given to CONTRACTOR shall be addressed as follows:

All American Asphalt, Inc.
400 East Sixth Street
Corona, CA 92879
Attn: Edward J. Carlson
Notices required to be given to CONTRACTOR’s sureties shall be addressed as follows:

Project and Specification No. 22-08
14 Fidelity and Deposit Company of Maryland
1299 Zurich Way
Schaumburg, IL 60196
Attn: Rebecca Haas-Bates

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.

Project and Specification No. 22-08
15 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 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.

Project and Specification No. 22-08
16 This Agreement may be executed in one or more counterparts by the parties 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. [Signature page follows.]
Project and Specification No. 22-08
17 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
Project and Specification No. 22-08
18 APPROVED AS TO PURCHASING:
__________________________________ Date: _____________________ Carol Molina
Finance Director
DEPARTMENTAL APPROVAL:
__________________________________ Date: _____________________ Raja Sethuraman
Public Works Director
__________________________________ Date: _____________________ Seung Yang
Project Manager

EXHIBIT A
CONTRACTOR’S BID

733.00 25,655.00

0.37 157,065.00
120.50 644,675.00
1,260.00 10,080.00
787.50 11,812.50
278.25 61,493.25
210.00 9,450.00
122,797.50 122,797.50
158,262.20 158,262.20
50,100.00 50,100.00
399.00 5,586.00
355.00 8,875.00
388.15 174,667.50
419.00 10,894.00
$10.80 $8,424.00
419.00 39,805.00
$20.70 $77,625.00
142,537.50 142,537.50
26,880.00 26,880.00
$64,501.50
$399.00 $1,197.00
$64,501.50
225.00 225,000.00
110.70 210,330.00
475.15 95,030.00
173.00 19,030.00

2.20 17,600.00
149,310.00 149,310.00
1,260.00 1,260.00
787.50 7,087.50
13,440.00 13,440.00

0.71 26,554.00
171.25 77,918.75
787.50 2,362.50
7,297.50 7,297.50
399.00 2,394.00
355.00 3,550.00
2,745,547.20

TWO MILLION, SEVEN HUNDRED FORTY-FIVE THOUSDAND, FIVE HUNDRED FORTY-SEVEN

AND TWENTY CENTS

2,745,547.20

TWO MILLION, SEVEN HUNDRED FORTY-FIVE THOUSDAND, FIVE HUNDRED FORTY-SEVEN

AND TWENTY CENTS

EXHIBIT B

BID PACKAGE

CITY OF COSTA MESA

ORANGE COUNTY, CALIFORNIA

NOTICE TO BIDDERS, PROPOSAL, CONTRACT, AND

SPECIAL PROVISIONS FOR
PLACENTIA AVENUE, WEST 19TH STREET, AND EAST 17TH STREET

PAVEMENT REHABILITATION, BICYCLE FACILITY,

AND STRIPING IMPROVEMENTS PROJECT
CITY PROJECT NO. 22-08
Prepared Under the Direction of
Seung Yang, P.E.

City Engineer
Copy No. ___________ Checked by
ADDENDUM NO. 2
i

TABLE OF CONTENTS

PAGE NUMBER
TABLE OF CONTENTS .................................................................................................. i THRU v

SECTION A
NOTICE INVITING BIDS ............................................................................. N-1 THRU N-2

SECTION B
INFORMATION FOR BIDDERS .................................................................................. B-1 1 PREPARATIONS OF BID FORM .................................................................. B-1 2 QUALIFICATION OF BIDDERS .................................................................... B-1 3 BID SECURITY ........................................................................................ B-1 4 NON-COLLUSION AFFIDAVIT .................................................................... B-1 5 SIGNATURE ............................................................................................ B-1 6 CORRECTIONS ....................................................................................... B-1 7 DELIVERY OF PROPOSAL ......................................................................... B-1 8 BID DEPOSIT RETURN.............................................................................. B-1 9 TAXES ................................................................................................... B-2 10 WITHDRAWAL OF BIDS ............................................................................. B-2 11 AGREEMENT AND BONDS ........................................................................ B-2 12 FORFEITURE FOR FAILURE TO POST SECURITY AND EXECUTE
AGREEMENT .......................................................................................... B-2 13 BIDDERS INTERESTED IN MORE THAN ONE BID .......................................... B-2 14 EXAMINATION OF SITE AND CONTRACT DOCUMENTS .................................. B-2 15 INTERPRETATION OF PLANS AND DOCUMENTS .......................................... B-3 16 ADDENDA .............................................................................................. B-3 17 QUESTIONS TO THE ENGINEER ................................................................ B-3 18 EQUIVALENT MATERIALS ......................................................................... B-3 ADDENDUM NO. 2
ii
Table of Contents
(CONTINUED)

PAGE NUMBER
19 EVIDENCE OF RESPONSIBILITY................................................................. B-3 20 LEGAL RESPONSIBILITIES ........................................................................ B-3 21 ANTI-DISCRIMINATION ............................................................................. B-4 22 DRUG-FREE WORKPLACE POLICY ............................................................. B-4 23 BID PROTEST PROCEDURES .................................................................... B-4 24 ASSEMBLY BILL 626 ................................................................................ B-4 REQUEST FOR INTERPRETATION OF CONTRACT DOCUMENTS ................................... B-6

SECTION C
PROPOSAL .......................................................................................... P-1 THRU P-11

SECTION D
GENERAL PROVISIONS ....................................................................................................... GP-1 1-2 TERMS AND DEFINITIONS ...................................................................... GP-2 1-3 ABBREVIATIONS ................................................................................... GP-2 1-6 BIDDING AND SUBMISSION OF BID .......................................................... GP-3 1-6.1.1 REQUEST FOR INTERPRETATION .......................................................... GP-3 1-6.1.2 SOIL CONDITIONS ................................................................................ GP-4 1-6.1.3 RETURN OF BID SECURITY ................................................................... GP-4 1-6.2 SUBCONTRACTING LISTING ................................................................... GP-4 1-7 AWARD AND EXECUTION OF THE CONTRACT ........................................... GP-5 1-7.1.1 EXECUTION OF THE AGREEMENT ........................................................... GP-5 1-7.2 CONTRACT BONDS ............................................................................... GP-5 2-1 WORK TO BE DONE ............................................................................... GP-6 2-2 PERMITS .............................................................................................. GP-6 ADDENDUM NO. 2
iii
Table of Contents
(CONTINUED)

PAGE NUMBER
2-5 THE CONTRACTOR’S EQUIPMENT AND FACILITIES .................................... GP-6 2-5.2 TEMPORARY UTILITY SERVICES ............................................................. GP-6 2-5.4 HAUL ROUTES ..................................................................................... GP-7 2-10 CHANGES INITIATED BY THE AGENCY .................................................... GP-8 2-8 EXTRA WORK ....................................................................................... GP-8 2-9 CHANGED CONDITIONS ....................................................................... GP-8 3-1 ASSIGNMENT........................................................................................ GP-8 3-4 AUTHORITY OF THE BOARD AND THE ENGINEER ...................................... GP-8 3-5 INSPECTION ........................................................................................ GP-9 3-6 THE CONTRACTOR’S REPRESENTATIVE ............................................... GP-10 3-7 CONTRACT DOCUMENTS ..................................................................... GP-10 3-10 SURVEYING ....................................................................................... GP-11 3-10.3 LINE AND GRADE ............................................................................... GP-11 3-12 WORK SITE MAINTENANCE .................................................................. GP-11 3-12.2 AIR POLLUTION CONTROL .................................................................... GP-12 3-12.6 WATER POLLUTION CONTROL .............................................................. GP-12 3-12.6.2 BEST MANAGEMENT PRACTICES (BMP’S) ............................................. GP-13 3-12.6.3 STORM WATER POLLUTION PREVENTION PLAN (SWPPP) ...................... GP-13 3-12.6.4 DEWATERING ..................................................................................... GP-14 3-13.3 WARRANTY ....................................................................................... GP-15 4-4 TESTING ........................................................................................... GP-15 5-1 LAWS AND REGULATIONS ................................................................... GP-16 5-2 SPECIAL NOTICES .............................................................................. GP-16 5-3 LABOR .............................................................................................. GP-16 ADDENDUM NO. 2
iv
Table of Contents
(CONTINUED)

PAGE NUMBER
5-3.3 PAYROLL RECORDS ........................................................................... GP-16 5-3.5 APPRENTICES ................................................................................... GP-16 5-4 INSURANCE ....................................................................................... GP-17 5-7 SAFETY ............................................................................................. GP-17 5-7.1 WORK SITE SAFETY ........................................................................... GP-17 5-7.8 STEEL PLATE COVERS ...................................................................... GP-18 6-1 CONSTRUCTION SCHEDULE AND COMMENCEMENT OF THE WORK ........... GP-18 6-1.1 CONSTRUCTION SCHEDULE ................................................................ GP-18 6-1.3 DAILY REPORT SUBMITTAL .................................................................. GP-19 6-3 TIME OF COMPLETION ........................................................................ GP-19 6-5 USE OF IMPROVEMENT DURING CONSTRUCTION .................................. GP-19 6-7 TERMINATION OF THE CONTRACT FOR DEFAULT .................................... GP-19 6-7.3 NOTICE OF TERMINATION FOR DEFAULT ............................................... GP-19 6-7.4 RESPONSIBILITY OF SURETY ............................................................... GP-19 6-9 LIQUIDATED DAMAGES ....................................................................... GP-20 7-3 PAYMENT .......................................................................................... GP-20 7-3.2 PARTIAL AND FINAL PAYMENT ............................................................. GP-20 7-3.2.1 PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS .......................... GP-22 7-3.2.2 PROMPT PAY MONITORING AND ENFORCEMENT OF PROGRESS PAYMENTS ........................................................................................ GP-22 7-3.3 DELIVERED MATERIALS ...................................................................... GP-23 7-3.4 MOBILIZATION ................................................................................... GP-23 7-3.4.1 TRAVEL ROUTE AND TRUCKING AN EQUIPMENT .................................... GP-24 ADDENDUM NO. 2
v
Table of Contents
(CONTINUED)

PAGE NUMBER
7-3.4.2 CONSTRUCTION SEQUENCE/ORDER OF WORK ..................................... GP-24 7-4 PAYMENT FOR EXTRA WORK ............................................................... GP-24 7-4.2 BASIS FOR ESTABLISHING COSTS ........................................................ GP-24 7-4.2.1 LABOR .............................................................................................. GP-24 7-4.3 MARKUPS ......................................................................................... GP-25 7-4.3.1 WORK BY THE CONTRACTOR .............................................................. GP-25 7-4.3.2 WORK BY A SUBCONTRACTOR ............................................................ GP-25 7-6 SUMMARY OF PUBLIC CONTRACT CODE § 9204…………………………. GP-25

SECTION E
SPECIAL PROVISIONS ........................................................................ SP-1 THRU SP-51

SECTION F

MISCELLANEOUS CONTRACT DOCUMENTS (SAMPLE)
1 AGREEMENT (SAMPLE) .................................................................. 22 PAGES 2 COUNCIL POLICY ........................................................................... D-1 - D-3 3 INSURANCE (SAMPLE) ..................................................................... 2 PAGES 4 BONDS ........................................................................................... 2 PAGES 5 PERMIT APPLICATION ........................................................................ 1 PAGE 6 APPLICATION FOR BUSINESS LICENSE ............................................... 1 PAGE

SECTION G

APPENDICES
APPENDIX “A” PROJECT LOCATIONS AND MAP ..................................................................... 3 PAGES APPENDIX “B” ENGINEERING AND STRIPING PLANS ........................................................ 19 SHEETS APPENDIX “C” CITY AND CALTRANS STANDARD DRAWINGS ................................................ 54 PAGES ADDENDUM NO. 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:

PLACENTIA AVENUE, WEST 19TH STREET, AND EAST 17TH STREET

PAVEMENT REHABILITATION, BICYCLE FACILITY, AND STRIPING IMPROVEMENTS PROJECT, CITY PROJECT NO. 22-08

1. BID SUBMISSION AND OPENING: Bids must be submitted electronically via the City of Costa Mesa’s PlanetBids portal before the deadline of 2:00 P.M., Tuesday, November 29, 2022, 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 mobilization, grind & overlay of asphalt street pavement; procurement and application of Slurry Seal Type II with

2.5% latex, crack sealing; notifications to businesses and residents; installation of new in-roadway crosswalk lights along Placentia Ave., traffic signing; striping and markings, including new bicycle facilities; installation of pavement markers; and implementing traffic control along Placentia Avenue (from Adams Ave. to West 16th St.), West 19th Street (from Sundance Dr. to Park Ave.), and East 17th Street (from Newport Blvd. to Fullerton Ave.).

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 a 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 is received by the City Clerk PRIOR to the bid submission deadline.

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.

ADDENDUM NO. 2
N-2

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 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.

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.

9. PAYMENT (LABOR & MATERIAL) BOND AND PERFORMANCE BOND: A Payment (Labor & Material) Bond and a Performance Bond, each in the amount of 100% of the contract amount, will be required of the successful bidder prior to or after the 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 nondiscrimination 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.

For all inquiries, please contact Administrative Secretary: Janet Zuazo, Public Works Department, via email at [email protected].

Brenda Green, City Clerk
City of Costa Mesa
Dated: November 18, 2022
ADDENDUM NO. 2
Project and Specification No. 22-08
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 one of the following:
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. This original bid security / bid bond must be submitted to the City Clerk’s Office at least one hour prior to the bid submission deadline. Any and all late submittals of the bid security / bid bond shall be rejected, and it is the bidder’s responsibility, not the delivery service, to ensure said bid security / bid bond is delivered timely to the City Clerk’s office. The Bidder’s Bond shall 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, if awarded the work, shall execute the contract in conformity with the Contract Documents and shall provide the surety bond or bonds as specified therein within fourteen (14) calendar days after a written Notice of Intent to Award Contract is deposited in the mail. In the case of refusal or failure to enter into said contract, the check or bond, as the case may be, shall be forfeited to the City.

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 ADDENDUM NO. 2
Project and Specification No. 22-08
B-2
return of executed copies of the Agreement, whichever first occurs, at which time the deposits will be returned.

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 Certificates 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 (Labor & Material) Bond and the Certificates 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 (Labor & Material) 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 Certificates 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.

ADDENDUM NO. 2
Project and Specification No. 22-08
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.

ADDENDUM NO. 2
Project and Specification No. 22-08
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 ADDENDUM NO. 2
Project and Specification No. 22-08
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.

ADDENDUM NO. 2
Project and Specification No. 22-08
B-6

REQUEST FOR INTERPRETATION OF CONTRACT DOCUMENTS
Date:

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Plan Sheet:

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T0 A/E:

ADDENDUM NO. 2
P-1 BID PROPOSAL

SECTION C

PROPOSAL

FOR THE
PLACENTIA AVENUE, WEST 19TH STREET, AND EAST 17TH STREET PAVEMENT

REHABILITATION, BICYCLE FACILITY, AND STRIPING IMPROVEMENTS PROJECT, CITY PROJECT NO. 22-08
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 PLACENTIA AVENUE, WEST 19TH STREET, AND EAST 17TH STREET PAVEMENT REHABILITATION, BICYCLE FACILITY, AND STRIPING IMPROVEMENTS PROJECT, CITY PROJECT NO. 22-08, 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 FIFTY-FIVE (55) 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:
______________
Bidder's Initials
ADDENDUM NO. 2
P-1a BID PROPOSAL
______________
Bidder's Initials

BID SCHEDULE PROPOSAL
ITEM
# BID ITEM DECRIPTION APPROX.QTY. UNIT
UNIT
PRICE
(in figures)
ITEMS
TOTAL
(in figures)
1 Mobilization and Project Scheduling for
Projects “A1,” “A2,” “B,” and “C” below 1 L.S. $ $
2 Additional Work Items for Projects “A1,” “A2,”
“B,” and “C” below 1 F.A. $75,000 $75,000
3 Temporary Traffic Control for Projects “A1,”
“A2,” “B,” and “C” below 1 L.S. $ $
4 Adjust and Reset Existing Survey Monuments
and Ties per California Licensed Land
Surveyor for Projects “A1,” “A2,” “B,” and “C”
below
35 EA $ $
Project “A1”: Placentia Avenue (from Adams Ave. to Wilson St.):
5 Cold Mill (2-inch Minimum Depth) 424,500 S.F. $ $
6 2-inch Asphalt Rubber Hot Mix (ARHM)
Asphalt Concrete (AC) Pavement Overlay 5,350 TON $ $
7 Adjust Manhole Covers to Grade 8 EA $ $
8 Adjust Water Valves to Grade 15 EA $ $
9 Install Type “F” or modified Type “F” Traffic
Signal Loops 14 EA $ $
10 Install Type “E” Traffic Signal Loops 25 EA $ $
11A
Procure and Install Green K-71 Self Reerecting Flexible Marker Posts (includes All Appurtenant Parts and Equipment in Special
Provisions to Properly Install these K-71
Marker Posts)
[from Adams Ave. to Wilson St.]
221 EA $ $
11B
Procure Green K-71 Self Re-erecting Flexible
Marker Posts (includes All Appurtenant Parts
and Equipment) that will be Used as Spares
and Stored in the City’s Corporation Yard
45 EA $ $
12 Signing and Striping: Install Lane Markings,
Striping, Pavement Legends, Blue Raised
Pavement Markers (BRPMs), Raised
Pavement Markers (RPMs), and All
Thermoplastic Markings, including Green
Thermoplastic Markings as Shown on Signing
& Striping Plan
(from Adams Ave. to Wilson St.)
1 L.S. $ $
ADDENDUM NO. 2
P-1b BID PROPOSAL
______________
Bidder's Initials
BID SCHEDULE PROPOSAL (Continued)
ITEM # BID ITEM DECRIPTION EST.

QTY. UNIT
UNIT
PRICE
(in figures)
ITEMS
TOTAL
(in figures)
Project “A2”: Placentia Avenue (from Wilson St. to W. 16th St.):
13 Slurry Seal Type II with 2.5% Latex,
including Organic Weed Kill 450 E.L.T. $ $
14 Crack Seal 1 L.S. $ $
-- ITEM DELETED -- -- --- ---
16A
Remove Existing Decorative
Crosswalk at Placentia Ave. & W. 20th
St. Replace with 6-inch Asphalt
Concrete (AC) Surface Course
Pavement Mill & Overlay
10 TONS $ $
16B Cold Mill (2-inch Minimum Depth) 780 S.F.
17A
Remove Existing Brick Paver
Crosswalks at Placentia Ave. & W.
19th St. (all Four Legs of the
Intersection). Replace with 4-inch
Asphalt Concrete (AC) Surface
Course Pavement Mill & Overlay
95 TONS $ $
17B Cold Mill (4-inch Minimum Depth) 3,750 S.F.
18 Signing and Striping: Install Lane
Markings, Striping, Pavement
Legends, Blue Raised Pavement
Markers (BRPMs), Raised Pavement
Markers (RPMs), and All
Thermoplastic Markings, including
Green Thermoplastic Markings as
Shown on Signing & Striping Plan
(from Wilson St. to W. 16th St.)
1 L.S. $ $
19 Install modified Type “F” Traffic Signal
Loops 3 EA
20 Remove Existing and Install Flashing
In-Roadway Lights across Placentia
Ave. at W. 20th St., includes Street
Pavement Work around the InRoadway Lights
1 L.S.

ADDENDUM NO. 2
P-1c BID PROPOSAL
______________
Bidder's Initials
BID SCHEDULE PROPOSAL (Continued)
ITEM # BID ITEM DECRIPTION EST.

QTY. UNIT
UNIT
PRICE
(in figures)
ITEMS
TOTAL
(in figures)
Project “B”: West 19th Street (from Sundance Dr. to Park Ave.):
21A
Digouts – Remove & Reconstruct
Asphalt Concrete (AC) 6-inch
Minimum Depth (from Sundance Dr. to
Placentia Ave.)
1,000 TONS $ $
21B
Digouts – Crushed Miscellaneous
Base (CMB), including Excavation
(from Sundance Dr. to Placentia Ave.)
1,900 C.Y. $ $
22 Slurry Seal Type II with 2.5% Latex,
including Organic Weed Kill (from
Sundance Dr. to Pomona Ave.)
200 E.L.T. $ $
23 Crack Seal
(from Sundance Dr. to Pomona Ave.) 1 L.S. $ $
24A
Intersection of Sundance Dr. & W.
19th St.: 2-inch Asphalt Concrete (AC)
Surface Course Pavement Mill &
Overlay
110 TONS $ $
24B Cold Mill (2-inch Minimum Depth) 8,000 S.F. $ $
25 Signing and Striping: Install Lane
Markings, Striping, Pavement
Legends, Blue Raised Pavement
Markers (BRPMs), Raised Pavement
Markers (RPMs), and All
Thermoplastic Markings, including
Green Thermoplastic Markings as
Shown on Signing & Striping Plan
(from Sundance Dr. to Park Ave.)
1 L.S. $ $
26 Adjust Manhole Covers to Grade 1 EA $ $
27 Adjust Water Valves to Grade 9 EA $ $
ADDENDUM NO. 2
P-1c BID PROPOSAL
______________
Bidder's Initials
BID SCHEDULE PROPOSAL (Continued)
ITEM # BID ITEM DECRIPTION EST.

QTY. UNIT
UNIT
PRICE
(in figures)
ITEMS
TOTAL
(in figures)
Project “C”: East 17th Street (from Newport Blvd. to Fullerton Ave.):
28 Cold Mill (2-inch Minimum Depth) 37,400 S.F. $ $
29 2-inch Asphalt Rubber Hot Mix
(ARHM) Asphalt Concrete (AC)
Pavement Overlay
455 TON $ $
30 Adjust Water Valves to Grade 3 EA $ $
31 Install Type “F” Traffic Signal Loops 6 EA $ $
32 Install Type “E” Traffic Signal Loops 10 EA $ $
33 Signing and Striping: Install Lane
Markings, Striping, Pavement
Legends, Blue Raised Pavement
Markers (BRPMs), and Raised
Pavement Markers (RPMs) per
Existing Layout
1 L.S. $ $
TOTAL BID PROPOSAL FIGURES: $
TOTAL BID PROPOSAL (Words):

P-1d
ADDENDUM NO. 2
P-1d BID PROPOSAL

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, and P1-c and uploaded onto PlanetBids.
_____________
Bidder's Initials
P-1e
ADDENDUM NO. 2
Project and Specification No. 22-08
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
ADDENDUM NO. 2
Project and Specification No. 22-08
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
ADDENDUM NO. 2
Project and Specification No. 22-08
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
ADDENDUM NO. 2
Project and Specification No. 22-08
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
ADDENDUM NO. 2
Project and Specification No. 22-08
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
ADDENDUM NO. 2
Project and Specification No. 22-08
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
ADDENDUM NO. 2
Project and Specification No. 22-08
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
ADDENDUM NO. 2
Project and Specification No. 22-08
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
ADDENDUM NO. 2
Project and Specification No. 22-08
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: PLACENTIA AVENUE, WEST 19TH STREET, AND EAST 17TH STREET

PAVEMENT REHABILITATION, BICYCLE FACILITY, AND STRIPING IMPROVEMENTS PROJECT, CITY PROJECT NO. 22-08
_____________
Bidder's Initials
ADDENDUM NO. 2
Project and Specification No. 22-08
P-11 CAMPAIGN CONTRIBUTION DISCLOSURE

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 DrugFree 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
ADDENDUM NO. 2
Project and Specification No. 22-08
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
ADDENDUM NO. 2
(GENPROVS)
GP-1

SECTION D

GENERAL PROVISIONS
PART 1
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.

ADDENDUM NO. 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 further
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
ADDENDUM NO. 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 ADDENDUM NO. 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.

ADDENDUM NO. 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.

ADDENDUM NO. 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.

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 mobilization, grind & overlay of asphalt street pavement; procurement and application of Slurry Seal Type II with 2.5% latex, crack sealing; notifications to businesses and residents; traffic signing; striping and markings, including new bicycle facilities; installation of pavement markers; and implementing traffic control along Placentia Avenue (from Adams Ave. to West 16th St.), West 19th Street (from Sundance Dr. to Park Ave.), and East 17th Street (from Newport Blvd. to Fullerton Ave.); and all other work as required 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.
 The Contractor is directed to Appendix ‘C’ - Caltrans Encroachment Permit and shall pay the permit fee, obtain the double permit rider, and comply with the conditions of said permit.
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.

ADDENDUM NO. 2
(GENPROVS)
GP-7
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:
 Use Franchise Waste Hauler
 Self-Haul Permit - https://www.costamesaca.gov/city-hall/city-departments/publicservices/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:].

ADDENDUM NO. 2
(GENPROVS)
GP-8
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 1st 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.

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.

ADDENDUM NO. 2
(GENPROVS)
GP-9
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.

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 ADDENDUM NO. 2
(GENPROVS)
GP-10
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 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.

ADDENDUM NO. 2
(GENPROVS)
GP-11
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 2nd 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.

ADDENDUM NO. 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 ADDENDUM NO. 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, AdHoc reports, Annual Reports, post construction BMPs and other requirements of the SWPPP.

ADDENDUM NO. 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 offsite. 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.

ADDENDUM NO. 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 2nd 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.

ADDENDUM NO. 2
(GENPROVS)
GP-16
SECTION 5 – LEGAL RELATIONS AND RESPOSIBILITIES
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.

ADDENDUM NO. 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.

ADDENDUM NO. 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 1st 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 aheadschedule 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.

ADDENDUM NO. 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 1st 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 FIFTYFIVE (55) 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 1st 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.

ADDENDUM NO. 2
(GENPROVS)
GP-20
6-9 LIQUIDATED DAMAGES
[Replace the 1ST Paragraph with the following:].

The CONTRACTOR shall pay to the CITY the sum of $4,000 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 1ST 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 1st 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 2nd 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 ADDENDUM NO. 2
(GENPROVS)
GP-21
payment shall be considered until such approval is obtained. [Replace the 3rd 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.

ADDENDUM NO. 2
(GENPROVS)
GP-22
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.

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:

ADDENDUM NO. 2
(GENPROVS)
GP-23

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 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.

ADDENDUM NO. 2
(GENPROVS)
GP-24
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 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.

ADDENDUM NO. 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 ADDENDUM NO. 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.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-1

SECTION E

SPECIAL PROVISIONS
PART 1-8
[Add the following Section:].

PART 1

GENERAL
100-1 GENERAL
Additions/Modifications to Standard Specifications
The following additions are made to the latest edition of the “Standard Specifications for Public Works Construction” (The “Greenbook”), and the General Provisions stated within the “Standard Specifications” of this Project. Should there be a conflict between any of these provisions; the Special Provisions shall have precedence.

All work shall be performed in conformance with the latest edition of the Uniform Building Code as adopted by the City of Costa Mesa. The electrical, plumbing, and fire codes, and other regulations as adopted by the City of Costa Mesa Building Official shall apply to this project.

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.

If the item of work is identified within the Proposal section of these Specifications, then the following bid item descriptions will provide the corresponding bid item numbering within each corresponding section of the Standard Specifications under the Subsection entitled “Measurement and Payment” or “Payment”. All other sections and subsections shall conform to the Standard Specifications unless modified herein.

The unit prices and lump sum amounts to be paid for under the bid items listed in the Proposal shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals necessary for the completion of the work and for performing all work contemplated and embraced under the Contract, in accordance with the Plans and Contract Documents. This shall include the Contractor's costs involved with bonding, insurance, worker's compensation, overhead, financing, obtaining required permits and permit fees, mobilization, traffic control, public convenience and safety, protective barricading/fencing, sanitary facilities, storage of equipment and materials, security against theft and vandalism, project site maintenance, dust and runoff control, clean-up including all costs for compliance with the regulations of public agencies having jurisdiction, including Safety and Health Requirements of the California Division ADDENDUM NO. 2
Project and Specification No. 22-08
SP-2
of Industrial Safety and the Occupational Safety and Health Administration (OSHA) of the U. S. Department of Labor, .and all other items related to the work.

Payment for compliance with the following provisions shall be included in the various bid items of work unless otherwise modified in the special provisions section. No additional compensation will be allowed.

No separate payments will be made for any items that are not specifically set forth in the Bid Proposal. Payments for any such items are included in various bid items of work.

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.

Payment for unit price work shall be made for the actual quantities of Contract Items removed, constructed, or disposed of in accordance with the Plans and these Specifications. Measurement of Unit Price work shall be specified in the Standard Specifications, Section 7-1, "Measurement of Quantities for Unit Price Work." Payment for Lump Sum work shall be paid for at the price indicated in the Bid, in accordance with the Standard Specifications, Section 7-2, "Lump Sum Work." Payment for all work shall be included in the various bid items. No additional compensation shall be made therefore. Work associated with each bid item shall include, but not be limited, to the bid descriptions set forth herein. 100-2 MOBILIZATION AND DEMOBILIZATION
100-2.1 General
Mobilization shall comply with Section 7-3.4 of the General Provisions. 100-2.2 Measurement and Payment
BID ITEM NO. 1: MOBILIZATION AND PROJECT SCHEDULING FOR PROJECTS “A1,” “A2,” “B,” AND “C” Measurement and Payment for Mobilization, Project Scheduling, and Demobilization shall be included in the Lump Sum (LS) Price basis. It shall be considered full compensation for obtaining all business licenses and permits, as required for the entire project, from all related agencies, including, but not limited to, utility companies, private and public agencies and the CITY; and complying with the requirements specified in those licenses and permits; coordination, field office facility, all required submittals specified within these Specifications, and incidentals necessary to perform all related items of work. Progress payments for Mobilization and Demobilization bid item shall be paid for in accordance with the completion percentage of the Project to the Contractor and shall include the cost of such mobilization/demobilization and administration during the entire Contract period. No additional compensation will be allowed.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-3
100-3 CONTROL OF THE WORK
100-3.1 Water Pollution Control and Best Management Practices Contractor shall follow the water pollution control and Best Management Practices (BMPs) guidelines enumerated in Section 3-12.6 of the “Standard Specifications for Public Works Construction” (The “Greenbook”), and also Section 3-12.6 of the General Provisions stated within the “Standard Specifications” of this Project and these contract bid documents.
100-4 ADDITIONAL WORK ITEMS
100-4.1 General
This work item entails work beyond the Scope of Work established within the Plans, Specifications, and Standard Specifications as directed by the ENGINEER with a specified Contract allowance
100-4.2 Measurement and Payment
BID ITEM NO. 2: ADDITIONAL WORK ITEMS FOR PROJECTS “A1,” “A2,” “B,” AND “C” At the direction of the ENGINEER, the Contractor shall provide labor, equipment, and materials for the project management beyond the Scope of Work established within the Project Plans and Specifications. Work might include, but not be limited to; delivery of additional newsletters; clearing and grubbing; disposal of materials; potholing; furnishing and installation of informational signs; and related work, and will only be performed if required, and approved by the ENGINEER. The Contractor acknowledges that this bid item will only be used at the discretion of the ENGINEER. The allowance for this line item is as shown within the Proposal Section of these Specifications.

Measurement and Payment for “Additional Work Items” shall be paid per Force Account (F.A.) for all work performed pursuant to Section 7-4.2 of these Specifications and shall, include all labor, equipment, materials as required to complete the work as directed by the ENGINEER.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-4
PART 3

CONSTRUCTION METHODS
SECTION 300 – EARTHWORK
[Add the following:].
300-0 EARTHWORK IN STATE RIGHT-OF-WAY
300-0.1 General
All earthworks performed within the State of California Department of Transportation (“Caltrans”) Right-of-Way shall conform to the requirements of Section 19 of the latest edition of the "Standard Specifications and Standard Plans of the State of California, Department of Transportation, Division of Highways" with the appropriate Caltrans, City, and other applicable agency encroachment permits procured. 300-1 CLEARING AND GRUBBING
300-1.1 General
[Add or redefine the following:].

Section 300-1, "Clearing and Grubbing," of the Standard Specifications is supplemented by the following:

Contractor shall field verify existing grades and shall accept site as is, for no other grading shall be performed by the CITY.
 300-1.3 Removal and Disposal of Materials
 300-1.3.1 General
All materials removed shall be disposed of in a legal manner at an appropriate Disposal Site.
 300-1.3.2 Requirements
A. Bituminous Pavement
Saw cutting of edges to be joined is required.

B. Miscellaneous
In addition to the work outlined in Section 300-1.1 of the Standard Specifications, the following items of work are included under Clearing & Grubbing unless otherwise covered by specific bid item.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-5

1. Maintaining dust control at all times by watering during the entire time of the project, whether extended or not, including developing a water supply and furnishing and placing all water for all work done in the contract, including water used for extra work.

2. Application of soil sterilant, if applicable, or as directed by the ENGINEER.

3. Protection of utilities, structures, improvements and other facilities within the construction zone, except those specifically shown on the plans to be removed or relocated.

4. Removal and disposal of existing natural and artificial objectionable material within the limits of construction.

5. Verification of existing locations and elevations as shown on the plans or directed by the ENGINEER.

6. Replacement of disturbed traffic signs, street names, mailboxes, property owner signs, fences, landscaping, protection of temporary construction fences and all appurtenances, striping and markings as required to the satisfaction of the ENGINEER. Also, includes the installation of safe pedestrian pathway by installing orange netting or other approved method of safely directing pedestrians through a protected path.

7. This item shall also be interpreted to include the removal or relocation of any additional items in conflict with the proposed work not specifically mentioned herein or covered by specific bid item as directed in the field by the Engineer, which may be found within the work limits whether shown or not shown on the plans to be removed or relocated.

8. All surplus material three (3) inches or smaller shall be uniformly spread and compacted in the street sub grade. No material greater than three (3) inches in any dimension shall be used in the top twelve (12) inches of the sub grade. No nesting of rocks shall be allowed.

9. Unclassified fill shall consist of all fill unless separately designated. Construction of unclassified fill included preparing the area on which fill is to be placed, and the depositing, conditioning, and compaction of fill material.

10. Complete all demolition and removal work associated with the removal of AC, underlying PCC, PCC curb/gutter, as designated on the drawings for removal, unless otherwise defined.

11. Any structural or non-structural demolition work involved for the construction of the project and Contractor shall be responsible for disposing in a legal manner.

12. Determining and maintaining a straight edge in areas where AC joins existing edge of pavement.

13. No burning will be permitted.

14. No accumulation of flammable material shall remain on or adjacent to the right-ofway.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-6
SECTION 302 – ROADWAY SURFACING
302-4 SLURRY SEAL SURFACING
[Add the following within each Subsection:].
302-4.1.1 PREPARATION OF EXISTING FOR SLURRY SEAL
Before applying slurry seal, the Contractor shall perform the following:
 Notices and No Parking postings. The contractor shall notify all the residents on any street that is impacted by the slurry seal operations by the end of the working day, on the Wednesday prior to slurry sealing the roadway. All operations for a Monday through Sunday work week shall have notices delivered by the prior Wednesday. The notice to each resident shall be on a format that is acceptable to the Engineer, with all contents of the notice being approved by the Engineer at least three weeks prior to having any slurry seal work performed. No Parking” signs are to be posted at least two working days prior to performing any slurry seal work.
 Plane all buckled pavement flush with existing adjacent pavement after the cleaning process.
 Remove all excess bitumen in bituminous pavement by burning or other method which is to be approved by Engineer.
 Clean all oil stained asphalt surfaces and apply “oil seal” produced by Industrial Asphalt or an approved equal to all oil stained surfaces prior to slurry application.  Clean all loose materials, silt, vegetation, and other objectionable material on the existing surface by a method as specified or approved by the Engineer. The surface shall be free of water, dust, and foreign materials.
 Before construction starts, all cracks shall be sprayed with “Suppress Herbecide EC” a non-select organic weed and grass killer solution manufactured by Westbride Agricultural Products and a direct kill application (spectrocide) combination or approved equal. The contractor shall apply the organic weed and grass killer solution twice, at two (2) weeks apart from application. If a 3rd application is necessary, all cracks shall be sprayed with “Round-up”, a non-select weed and grass killer solution manufactured by Monsanto Company and a direct kill application (spectrocide) combination or approved equal for no additional cost to the City. The Contractor shall remove all weeds and vegetation fourteen (14) days after the chemical application or as recommended by the manufacturer. The Contractor shall assure that vegetation and weeds are completely eliminated.
 To facilitate inspection, the chemical solution shall be mixed with purple dye before spraying. The Contractor shall be directed to spray against those cracks – without purple color appearing – at no additional cost to the City before any construction.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-7
 The weed and grass killer solution shall be applied at a rate as recommended by manufacturer.
 Sweep the surface with a rotary broom to remove all loose material.  Clean thoroughly by using compressed air to blow out loose material, and then brush with a wire brush to remove more stubborn material from all depressions and cracks not reached by the rotary broom.
 Wash existing pavement; it must be damp but without water standing before slurry.
 May use alternate cleaning methods only with prior approval of the Engineer.  Remove all existing raised pavement markers (RPM) including reflective markers.
 Remove by wet sandblasting, or by hand-operated grinder, all existing and/or visual striping and pavement markings prior to the application of the slurry seal.

Temporary striping marking shall be placed and maintained until the final striping and markings are placed.
 Remove by hand-operated grinder all existing and/or visual thermoplastic markings including markings, striping, and crosswalks prior to the application of the slurry seal.
 Furnish and maintain temporary markings until the final striping and markings are placed.
 Immediately ahead of the mixer for slurry seal, pre-water the pavement by a pressure water distribution system equipped with a fog-type spray bar which will completely fog the surface of the pavement. The surface should be damp but with no free water standing in front of the slurry box.
 Cover any manholes, water valve covers, and brick and concrete crosswalks with heavy removable plastic cover materials to prevent the adhesion of construction materials.
 Remove the tape covering material from manholes, water valves, and brick and concrete crosswalks as soon as the slurry application is completed remove and clean any deposited construction materials on the surface of these exiting structures as soon as possible.
 Coordinate with the City’s Fire Department and obtain their approval before starting any work.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-8
 Be responsible for maintaining location of and access to, all waterline valves during construction.
 Restore traffic delineation prior to opening street to traffic.  Use only reflective slurry tabs; Non-reflective slurry tabs will not be allowed. 302-4.1.2 OIL SEAL
All accumulation of oil and foreign materials shall be scraped and removed from the asphalt surface prior to the application of oil seal. Any fresh petroleum deposits should be dried using heat prior to application of oil seal.

Oil seal shall be applied per manufacturer’s recommendations. Severity of the petroleum stain should dictate the amount of application. Oil seal should be brushed onto the stained surface insuring the total stain is well covered. 302-4.1.3 SLURRY SEAL TYPE II
Slurry seal material and construction shall conform to Sections 203 and 302-4 of the Green Book and the following additions and revisions.

Slurry shall be quickset emulsion aggregate slurry seal cationic (CQS---1h) and shall have an additive oflatex. The latex shall be added at the emulsion plant after weighing the asphalt and before the addition of mixing water. The latex shall be added at a rate of

2.5% percent of the weight of the emulsified asphalt. The cost for the latex additive shall be included in the unit price for no additional cost to the City.

A final report for slurry mix design shall be submitted to the City for verification and all slurry mix design must be tested and approved by the specified laboratory prior to commencing work.

After mix proportions have been determined by the laboratory which has been approved by the City, the Contractor shall place one or more trial mixes either at the job site or at a location where small spreads of the slurry would not be objectionable.

The Contractor shall submit samples of aggregate, emulsion, retardant or accelerator, and the other required substances to the City to verify mix design submitted by the Contractor.

The cement mixing test will not be required for quickset cationic emulsion asphalt.

The aggregate bin shall be calibrated in 2-ton increments in order that an accurate estimate may be made of the amount of material used for each load. Prior to the beginning of slurry operations, the Contractor shall furnish, at no cost to the City, current licensed weighmaster’s certificate indicating the net weight capacity of the aggregate bin.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-9
The Contractor shall furnish calibrated vehicle weight scales at the stockpile site for use by the Agency. The portable scales will be utilized for inspection and all mixers shall be weighed prior to transit. All equipment and tools necessary for the field measurement of the emulsion and aggregate by the Agency shall be furnished and maintained by the Contractor.

The Contractor shall be responsible for the initial setup of the weigh scales at the stockpile site and all necessary relocations during slurry seal operations.

The Contractor shall apply the slurry using a minimum of two continuous mixers, one mixer to apply slurry with the other machine is in transit to and from the batch site. The Contractor shall provide a coordinator, at least one competent quickset man one competent driver for the mixer applying slurry, and one shuttle driver for the machine in route to reload. The Contractor shall also provide sufficient laborers for any hand work and clean up required to insure proper progress of work. Transit mix trucks shall not be used.

The spreader box shall be equipped with flexible material in contact with the pavement and shall be maintained so as to prevent loss of slurry outside the limits to be covered.

It shall be adjustable to assure a uniform, controlled spread and shall be equipped with suitable drags that will erase ridges. It shall be mechanical or hydraulic type equipped with a steering device.

Prior to any change the Contractor shall thoroughly clean all emulsion tanks and mixing units to prevent any chemical reaction between the two emulsions.

Insofar as possible, slurry seal shall be applied to cul-de-sac areas and tress shaded areas in the early morning to allow proper curing.

Those areas that cannot be reached by regular spreading machine shall be spread by hand or by a small machine to completely cover those areas within the limitations of construction.

Sufficient water must be use to obtain a mix consistency that is smooth and homogeneous and does not segregate on standing. The water shall not exceed the content specified in the mix design.

Prior to the time of delivery of each shipment of asphalt emulsion, the Contractor shall deliver to the City certified copies of the test report for that emulsion. The test report shall indicate the name of the vendor, type and grade of asphalt emulsion delivered, date and point of delivery, quantity delivered, delivery ticket number, purchase order number, and results of the specified tests. The test report shall be signed by an authorized representative of the vendor, shall certify that the product delivered conforms to the standard specifications and is compatible with the proposed aggregate for the type and grade indicated. In addition, samples of each shipment of asphalt emulsion shall be taken upon arrival at the job site and furnished to the Engineer; a minimum of ADDENDUM NO. 2
Project and Specification No. 22-08
SP-10
three of those samples, more if deemed necessary, to be selected by the Engineer shall be tested for continued test reports, the testing required in connection with those reports and all additional resting shall be provided by the Contractor at no cost to the City.

No material from that shipment of asphalt emulsion shall be utilized or employed in performance of the work until the certified test reports and samples of the material have been furnished to, check by, and verified by the Engineer.

If test results do not conform to the requirements of these special provisions, the unacceptable slurry seal shall be removed and replaced at the Contractor’s expense.

Continued application of slurry will not be allowed until it can be shown to the Engineer’s satisfaction that the mix conforms to the approved mix design. The Contractor shall, at the direction of the Engineer, repair and reseal all areas of the streets which have not been sealed properly and completely. No extension of time will be allowed for delays due to repairs, resealing, or improper mix. Any additional tests required by the Engineer prior to continued slurry application and the additional slurry required to correct the previously rejected slurry application shall be at the Contractor’s expense.

The approximate rate of application coverage shall be from 1/8” to approximately 3/8” maximum with a coverage of 3/16” desired. For bidding purposes, the Contractor shall assume the application rate of slurry shall be between 1,100 and 1,400 square feet per extra long ton.

The Contractor shall verify weather condition prior to the application of slurry; however, no application shall commence before 8:00 a.m., or after 1:00 p.m. The streets to be sealed shall be closed from the time of application begins until the mixture has achieved sufficient set of 4 to 5 hours to be opened to traffic, or as directed by the Engineer. The full width of the roadway shall be open for use by public traffic no later than 5PM. No residential streets shall be closed to traffic before 8:00 a.m. or after 5:00 p.m.

If lumping, ball, or unmixed aggregate is observed, the slurry shall be removed from the pavement. It shall also be removed if coarser aggregate particles settle to the bottom of the mix. Streaks, such as those caused by oversized aggregate, shall be repaired at once with a hand squeegee.

No longitudinal or transverse streaking, bleeding (flushing), or loss of cover aggregate shall be accepted after application. Under the direction of the Engineer, Contractor shall remove all rejected areas and repair them to the acceptable degree by the Engineer. All cost for correction work shall be borne by Contractor.

The streets to be sealed with slurry shall be sealed from edge of pavement to edge of pavement.

Excessive build-up causing unsightly appearance shall not be permitted on longitudinal or transverse joints. Unless otherwise approved, the overlap at joints will not be less than 1” or greater than 3” and shall be feathered. Joints between asphalt pavement and concrete pavement and/or concrete gutters shall be completely and neatly sealed ADDENDUM NO. 2
Project and Specification No. 22-08
SP-11
without excessive overlap onto concrete; any unsightly and objectionable excess shall be immediately removed as required.

The start and finish of a slurry application shall be a straight line which, unless otherwise approved by the Engineer, shall be obtained by laying a strip of building paper or other material, approved by the Engineer, on the pavement surface. After application of slurry, the paper shall be removed, leaving a straight edge.

All cul-de-sacs the Contractor shall slurry seal first to allow an extended cure time for the cul-de-sacs locations. Spillage resulting from hauling operations along or across any public traveled way shall be removed immediately by the Contractor at its expense.

The finished surface of the slurry seal shall be at least as smooth as the original pavement surface. Any corrugations on the surface creating vibrations noticeable by passengers in an automobile driving over the slurry sealed surface at legal speeds will result in rejection of the slurry seal construction.

Following curing of the applied slurry, the roadway shall be uniformly black in color and shall exhibit no streaking. Where the completely slurry is not uniform in color, the slurry application will be rejected. Any overlap onto concrete gutters is unacceptable and shall be removed immediately. All curbs, gutters, sidewalks and driveways shall be maintained free of loose aggregate and shall be swept as necessary or as directed by the City Engineer. Any stains resulting from the slurry sealing or paving shall be removed to the City’s satisfaction. Any slurry seal application that has been rejected will be removed by cold planning to the original pavement. A new slurry seal application shall then be placed on the pavement. Any Pavement of slurry seal rejected shall be removed and replaced with the cost borne by the Contractor.

The Contractor shall be responsible for covering all asphalt pavement surfaces with an application of slurry seal in designated areas. This will include, but not be limited to, asphalt pavement directly adjacent to edges of structures, fences, walls, planters, walkways, driveways, lawns, and porches. The Contractor shall prevent the slurry seal from being deposited on any of these facilities and/or improvements and shall remove any splattering or spillage.

The Contractor shall provide such flagmen and barricades as required to protect the uncured slurry from vehicular traffic. Any damage to the uncured slurry shall be the responsibility of the Contractor.

The Contractor shall have a sufficient number of men on the job at all times to properly protect the freshly laid material and to correct any irregularities resulting from spillage, unsatisfactory materials or any other inconsistency as the work progresses. All discrepancies encountered in the application of slurry shall be immediately corrected to the satisfaction of the Engineer.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-12
Upon Completion of each working day, the Contractor shall clean up the street or roads including all utility covers and all ground occupied by him in connection with the work.

All work performed by the Contractor shall be left in a neat and presentable condition.

At the end of each day’s work and at other times when construction operations are completed or suspended, all equipment and other obstructions shall be removed from the roadway.

Any slurry seal repair work performed by the Contractor shall be reviewed and approved by the Engineer. The cost of any repair work and removal of the damaged slurry seal shall be borne by the Contractor.
302-4.1.4 CRACK SEAL
This work shall consist of sealing all transverse and longitudinal cracks, and/or combination thereof, routing grooves along random cracks; and placing sealing material in the grooves, and as directed by the Engineer.
302-4.1.4.1 Material
Grooves for transverse and longitudinal cracks, and/or combination thereof; shall be cut, to the dimensions as stated, with concrete saws equipped with diamond blades. Each groove shall be cut in one pass of the saw.

Grooves for sealing random cracks shall be routed by any method that will produce a groove of the approximate shape and dimension as stated.

Joint sealant shall conform to the requirements of ASTM Designation: D 3405 as modified herein or to the following:

Joint Sealant shall be a mixture of paving asphalt and ground rubber. Ground rubber shall be vulcanized or a combination of vulcanized and vulcanized materials ground so that 100 percent will pass a No. 8 sieve. The mixture shall contain not less than 22 percent ground rubber, by weight. Modifiers may be used to facilitate blending.

The sealant shall have a Ring and Ball softening point of 135 °F minimum, when tested in accordance with AASHTO Designation: T 53.

The material shall be capable of being melted and applied to cracks and joints at temperatures below 400°F. When heated, it shall readily penetrate grooves ¼ inch wide or wider.

Section 4.2 of ASTM Designation: D3405 is modified to read:

Penetration at 77°F. (25°C), 150g, 5s, shall not exceed 120.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-13
Section 4.5 of ASTM Designation: D3405 is modified to read:

Resilience – When tested at 77°F. (25°C), the recovery shall be a minimum of 50 percent.

Each lot of joint sealant shipped to the job site, whether as specified herein or conforming to ASTM Designation: D 3405, as modified herein, shall be accompanied by a Certificate of Compliance as provided in Section 6-1.07, “Certificates of Compliance,” of the Standard Specifications, and shall be accompanied with storage and heating instructions and cautions.

Immediately prior to placing bond-breaker, or, in the case of random cracks, sealant, the joint, or routed crack, shall be cleaned by blast cleaning or by hand methods and then cleaned with high pressure air fets to remove all residue and foreign materials from the groove. Joint and routed crack surfaces shall be fry at the time the sealant is applied.

A bond-breaker of a shape and material recommended by the manufacturer of the sealant, or as approved by the Engineer, shall be placed in the groove of transverse of longitudinal joints, and/or combination thereof.

Joint-Sealant materials shall be heated and placed in conformance with the manufacturer’s written instructions and the details shown on the plans. Joint-sealant materials shall not be placed when the pavement surface temperature is below 50°F.

The finished joint sealant shall be bonded to the faces of the joint groove. There shall be no separation or opening between the sealant and the faces of the joint groove, and there shall be no crack, separation, or other opening in the sealant. 302-4.1.4.2 Equipment
Router: Shall be so designed to follow random cracks accurately and in accordance to the requirements of the specifications and current Environmental Agency standards.

Compressor: An air compressor capable of a minimum of 85 to 150 cfm shall be used.

Asphalt-Rubber Sealant Machine: Shall have an oil jacketed pump heat transfer oil circulation system with a minimum of 200 gallons and an agitation system. There shall be a positive pumping system on the machine. The machine shall have a minimum melting capacity of 100 gallons per hour.
302-4.1.4.3 Application
Routing: Crack seal shall be applied to all cracks equal to, or greater than ¼” wide.

Random cracks equal to or greater than 1/8” wide up to and including cracks 1/4” wide will be routed to a minimum width of 1/4” wide and 1/2” deep, and cracks greater than 1/4” wide up to and including cracks of 3/4” wide shall be routed to a minimum width of ADDENDUM NO. 2
Project and Specification No. 22-08
SP-14
3/4” wide and 3/4” deep by mechanical means. Cracks greater than 3/4” wide shall be blown with compressed air of not less than 100psi. Cracks less than 1/8” wide shall not be sealed under this work..

The Contractor shall protect all existing utility covers, survey monuments, traffic detector loops and pull boxes during the routing operation and shall repair or replace any damaged facilities to its original condition. The existing facilities shall include but not be limited to the above items.

Removing: All routed material, dirt, vegetation, and foreign debris shall be blown and/or removed from the cracks including alligatoring cracks prior to the end of each work day.

All cracks shall be free from moisture, all dirt, routed material, vegetation and foreign debris.

Crack Filling: The routed and cleaned cracks shall be filled with specified sealant from the bottom up to the surface in such a manner which does not result in sealant bridging or entrapped air pockets. (With larger cracks, settlement and temperature shrinkage may occur, thus requiring a second application to bring the material up to surface).

Immediately after material installation, the material shall be squeegeed as level as possible. Poorly squeegeed material and crack filled material that separates from the crack shall be rejected. Because of the nature of the material, there may be variance above or below the pavement level. Alligatoring crack areas shall also be entirely covered with crack seal material.

Sweeping: Following slurry seal operations, streets shall be swept with a power vacuum sweeper. The Contractor shall perform vacuum sweeping of all slurry sealed streets a minimum three (3) times: twenty-four (24) hours after application of the slurry (or the following Monday if applied on a Friday) and for period of two (2) weeks after application of slurry seal to remove all accumulations of loose material and maintain streets in a “ravel free” condition. The Contractor shall make complete (curb-to-curb) passes on all scheduled sweeps. Where commercial street sweeping vehicles cannot remove loose material, including but not limited to driveways, sidewalks, and curb ramps, hand sweeping or equal shall be performed. The frequency and location of sweeping will be on as needed basis as determined by the Engineer for no additional cost to the City.

Two weeks following the completion of slurry seal operations, the Contractor shall repair all power steering marks, rough seam lines, and any other defects as directed by the City Engineer.

Miscellaneous: Spillage resulting from hauling operation along or across any public traveled way shall be removed immediately by the Contractor at its expense.

The Contractor shall prevent the crack seal materials from being deposited on all existing facilities and/or improvements and shall remove any splattering or spillage.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-15
The Contractor shall provide such flagmen and barricades as required to protect the uncured crack seal materials from vehicular traffic. Any damage to the uncured crack seal materials shall be the responsibility of the Contractor.

The Contractor shall have a sufficient number of men on the job at all times to properly protect the freshly laid material and to correct any irregularities resulting from spillage, unsatisfactory materials or any other inconsistency as the work progresses. All discrepancies encountered in the application of crack seal materials shall be immediately corrected of the satisfaction of the Engineer.

Upon completion of each working day, the Contractor shall clean up the streets or roads including all utility covers and all ground occupied by him in connection with the work.

All work performed by the Contractor shall be left in a neat and presentable condition.

Temporary markings shall be placed and maintained until the final striping and markings are placed.

The Contractor shall be responsible for maintaining location of, and access to all waterline valves during construction.

At the end of each day’s work and at other times when construction operations are completed or suspended, all equipment and other obstructions shall be removed from the roadway.
302-5.9 Measurement and Payment
[Replace the first paragraph with the following:].

BID ITEM NOS. 13 AND 22: SLURRY SEAL TYPE II WITH 2.5% LATEX, INCLUDING ORGANIC WEED KILL Payment for “Slurry Seal Type II with 2.5% Latex, including Organic Weed Kill” shall be made at the unit price bid per Extra Long Ton (E.L.T.) as specified in Section 302-4.5 of the Standard Specifications and shall be include full compensation for mix design; surface preparation; crack sealing; oil sealing; organic weed killing; furnishing and placing slurry seal; clean up; and other items necessary to complete said work.

Payment shall also include the cost to furnish the vehicle scales, all equipment, and tools necessary for field testing.

The cost for the removal of the traffic striping, markings, thermoplastic markings and existing raised pavement markers shall be included within the unit price for the slurry seal, and no additional compensation shall be allowed.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-16
BID ITEM NOS. 14 AND 23: CRACK SEAL
Payment for “Crack Seal” shall be made at the unit price bid per Lump Sum (L.S.) and shall include full compensation for crack preparation; crack sealing; furnishing and placing crack seal; clean up; and other items necessary for complete said work.

The cost for restoring any missing traffic striping, markings, thermoplastic markings and existing raised pavement markers, in-kind, that was affected and/or removed by crack sealing shall be included in the unit price for the crack seal. No additional compensation will be allowed.
302-5 ASPHALT CONCRETE PAVEMENT
[Add the following within each Subsection:].
302-5.1 General
Asphalt Concrete (AC) shall conform to Section 203-6 of the Standard Specifications, with Section 92, "Asphalt" of Caltrans Standard Specifications and Special Provisions, and as modified herein.
 AC base course shall be Type III-B2-PG-64-10 (3/4” sieve size).  AC leveling course shall be III-D-PG-64-10 (3/8” sieve size) (up to 0.08 foot thick).
 AC surface course shall be Type III-C3-PG-64-10 (1/2” sieve size) and at least

0.16 foot thick.

All areas for reconstruction and leveling shall be marked in the field by the ENGINEER.

The Contractor is not allowed to drive his/her fully loaded trucks on the new asphalt concrete mat.

Sub-grade preparation shall conform to Section 301-1 of the latest edition of the Standard Specifications for Public Works Construction.

Unless otherwise directed by the ENGINEER, the finished surface of the new leveling course shall be 2-inches thick at the center/crown of roadway, tapering to 0 inches thick approximately one foot from the edge of the gutter lip.

Finished surface of the new pavement shall be flush with the edge of the gutter, if there is a bike lane or crosswalk with curb ramps (A.D.A. path of travel). The finished surface of the new pavement shall be 3/8” higher than the edge of the gutter for all other conditions.

The Contractor shall be responsible for maintaining location of and access to, all water valves, water line gate valves and manholes during construction.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-17
Contractor shall schedule paving operations to ensure that construction equipment does not drive over new A.C. material.

At least 24 hours of “cool off” time shall occur between A.C. lifts.

Contractor shall protect and preserve the entire existing pavement outside construction limits in the same condition as existing. Contractor shall replace and/or repair the damaged area to the satisfaction of the ENGINEER at no cost to the City.

Unless otherwise noted below, there are no special equipment requirements, the contractor shall comply with all provisions of the latest edition of the Standard Specifications for Public Works Construction.
302-5.2 Not Used
[Replace with the following:].
302-5.2 Asphalt Removal and Replacement
The Contractor shall remove the existing AC pavement section down to the elevation as depicted on the Plans. All work shall comply with the applicable sections of the Standard Specifications as required.

Sub-grade preparation shall conform to Section 301-1 of the Standard Specifications.

The Contractor shall replace and compact the aggregate base section to the required elevation as specified on the Plans. The aggregate base material shall be ¾” CMB and conform to Section 200-2.4 “Crushed Miscellaneous Base” of the Standard Specifications.

The existing AC pavement shall be saw-cut to full depth to provide a clean, neat, and straight pavement break. Then the join between the existing pavement and the new pavement shall be sealed. A layer of tack coat shall be applied to all vertical-cut faces and between subsequent HMA lifts.

All excavated material shall be hauled and disposed of by the Contractor in accordance with these Special Provision and Standard Specifications.

The Contractor can elect to bring the entire AC Base Course to the existing finished grade prior to cold milling operations.
302-5.4 Tack Coat
Prior to placing asphalt concrete, all existing surfaces shall be cleaned by blowing air, water and/or broom, and the crack seal applied as part of the cold milling operation shall be set and inspected. The surface shall be free of water, dust, and all foreign materials before any tack coat is applied.

The Tack Coat shall be applied to all exposed surfaces.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-18
302-5.5.1 Surface Preparation
Prior to placing asphalt concrete, all existing surfaces shall be cleaned by blowing air, water and/or broom. All striping and markings shall be removed by grinding or by some other approved method before placing asphalt concrete surface course, and skin patching. The surface shall be free of water, dust, and all foreign materials before any tack coat is applied.

Prior to the application of new AC surface course, the Contractor shall locate and tie-out all manholes and valve covers before commencing work.

Asphalt concrete shall be compacted to achieve at least 95 percent of the relative compaction.

The Contractor is not allowed to drive his/her fully loaded trucks on the new asphalt concrete mat.
302-5.6 Rolling
Initial or breakdown compaction shall consist of a minimum of three coverages of a layer of asphalt concrete. A pass shall be a movement of a roller in both directions over the same path.

A coverage shall be as many passes as are necessary to cover the entire width being paved. Overlap between passes during any coverage made to insure compaction without displacement of material, in accordance with good rolling practice, shall be considered a part of the coverage being made and not a part of a subsequent coverage.

Each coverage shall be completed before subsequent coverages are started.

Pneumatic rollers shall not be used without prior approval of the Engineer. The top layer of each lane, once commenced, shall be placed without interruption. The Contractor shall roll the newly laid asphalt concrete in such a manner that will not create a joint between two passes; joints shall be flush. If such joint exists, the Contractor shall be required to replace or repair that section as directed by the Engineer at no cost to the City. Six (6) inches of newly laid asphalt concrete to be joined by an adjacent pass shall not be rolled until adjacent pass has been laid.

Subgrade preparation shall conform to Section 301-1 of the Greenbook, and shall be included in the unit price bid for “Asphalt Concrete.”
Asphalt concrete shall be placed with a paving machine equipped with a Preco attachment or an approved equal device for use in obtaining constant cross-slope and maximum joint quality.

At all locations where new asphalt concrete pavement is joining or overlaying existing asphalt pavement, the Contractor shall provide straight neat lines and transition the last twenty (20) feet of new pavement to form a smooth transition with the existing pavement.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-19
Contractor shall protect and preserve the entire existing pavement outside construction limits in the same condition as existing. Contractor shall replace and/or repair the damaged area to the satisfaction of the Engineer at no cost to the City. 302-5.8 Not Used
[Replace with the following:].
302-5.8 FORTA-FI® Fiber-Reinforced Asphalt Cement Concrete The following are the manufacturer’s (FORTA Corporation) specifications for the FORTA-FI® Fiber-Reinforced Asphalt Cement Concrete. Any questions should be addressed to the manufacturer as provided here in subsection 2.1. Substitutes for this fiber-reinforced product must be equal or better and approved by the ENGINEER.

1.1 Submittals:

A. Submit copies of manufacturer’s literature for fibers including:

1. Product data

2. Brochures

3. Written instructions to suppliers

4. Written instructions to installers

5. Material safety data sheets (MSDS)
B. Submit copies of certificate prepared by asphalt material supplier, stating that the specified fibers were added to each batch of asphalt delivered to the project site.

Each certificate should be accompanied by one copy of each batch delivery ticket indicating product name, manufacturer and quantity of fiber-reinforcement added to each asphalt load.

1.2 Quality Assurance:

A. Fiber Manufacturer to provide technical assistance from design through construction for use of fiber reinforcement.

1.3 Delivery, Storage, and Handling:

A. Deliver fiber-reinforcement in sealed, undamaged containers with labels intact and legible, indicating material name and lot number.

B. Deliver fiber-reinforcement to location where it will be added to each batch or loaded into the mixer.

C. Store materials covered and off the ground. For ease of handling, do not allow boxers to become wet.

2.1 Manufacturer’s Information:

FORTA Corporation
100 FORTA Drive
Grove City, PA 16127
(800) 245-0306
www.fortacorp.com
www.forta-fi.com

2.2 Materials:

A. FORTA-FI® [Hot-Mix Asphalt (HMA), Warm-Mix Asphalt (WMA), and Hot / ColdPatch (PAT)] fiber-reinforcement with virgin polyolefins and virgin aramids.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-20
B. Fiber-Reinforcement: FORTA-FI® fibers with the following typical physical properties:

1. Nominal Specific Gravity (Bulk Relative Density): 0.91 and 1.44

2. Nominal Material Types: Virgin Polyolefins and Virgin Aramid

3. Maximum length: 0.75-inch

4. Match fiber blend of materials to application installation types:
i. Hot Mix Asphalt is designated blend HMA,
ii. Warm Mix Asphalt is designated blend WMA, and
iii. Patching is designated blend PAT

2.3 Batching and Mixing:

A. To avoid the formation of fiber balls or not mixed fibers, add sealed plastic bags of fibers into the mixer.

B. Add fiber-reinforcement at 1.0 pound per ton (lb / ton).

C. Order product for Pub Mill Mixers for minimum batch size regarding tons per batch to pounds per bag of product.

D. Order Product for Drum Type Mixers and the anticipated production rate of tons per hour (typically seconds per ton, dosage timing) regarding one-pound per bag of product.

E. Order fiber-reinforcement materials for one-pound per ton of asphalt materials and allowing for overages, production, and occasional errors based on past experience.

2.4 Pub Mill Mixers and Mixing Operations:

A. Ensure adequate start, stop, and dosage change information is easily communicated between batch control operations and fiber addition activities.

B. Add complete bags of fibers just before aggregate is discharged into the pug mill mixer.

C. Immediately before or immediately after the dried aggregate is added to the pub mill, the bags of fibers should be added and discharged into the pug mill with the aggregate.

D. Add complete bags of fibers at the general nominal batch size agreed to by operations and mixture design specifications.

E. Do NOT open the bags and add or discharge into the pub mill.

F. Dry mixing proceeds for the standard length of time as specified in the mixture design specifications.

G. The proper quantity of bitumen (asphalt cement, liquid) is added to the pub mill and wet mixing proceeds for the standard length of time as specified in the design mixture specifications.

H. The asphalt batch is accumulated and discharged normally.

I. The asphalt batch is discharged to a haul vehicle or storage.

2.5 Drum Type Mixers and Mixing Operations:

A. Ensure adequate start, stop, and rate change information is easily communicated between drum control operations and fiber addition activities.

B. Add complete bags of fiber at a point in the mixing process after fines collection and before the addition of liquid asphalt.

C. Add fibers after the fines collection to ensure the fibers do not clog filters.

D. Add fibers before the liquid asphalt addition.

E. Add complete bags of fibers at the general nominal rate agreed to by operations and mixture design specifications.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-21
F. Do NOT open the bags at any point in the loading process.

G. Mixing should proceed for the standard length of time as specified in the mixture design specifications.

H. The proper quantity of bitumen (asphalt cement, liquid) is added to the drum and wet mixing process for the standard length of time as specified in the mixture design specifications.

I. The asphalt batch Is accumulated and discharged normally.

J. The asphalt batch is discharged to a haul vehicle or storage.

3.1 Placement:

A. Discharge fiber-reinforced asphalt cement concrete into locations as directed and in accordance with the project.

B. Place asphalt cement concrete in accordance with the provision of other sections and with additional instructions as follows.

C. Avoid over-using long tine rakes or other tools that will align fibers or disrupt the homogeneous, uniform 3-dimensional, fiber dispersion when moving asphalt cement concrete.

D. Using a lute, “come along,” or a flat tined pitch-fork (potato fork) may be useful for moving asphalt cement concrete.

E. Remove any observed fiber balls from mixture if they occur.

F. Adjust operations regarding any observed fiber balls.

3.2 Compaction:

A. Verify timing for initial and final compaction rather than just a visual determination.

B. Hand Compaction / Finishing: Use appropriate tools as required. 302-5.9 Measurement and Payment
[Replace the first paragraph with the following:].

BID ITEM NO. 16A: REMOVE EXISTING DECORATIVE (STAMPED CONCRETE) CROSSWALK AT PLACENTIA AVE. & W. 20TH ST. PROTECT-IN-PLACE EXISTING IN-PAVEMENT LIGHTS. REPLACE WITH 2-INCH ASPHALT (AC) SURFACE COURSE PAVEMENT

MILL & OVERLAY
Payment for “Remove Existing Decorative (Stamped Concrete) Crosswalk at Placentia Ave. & W. 20th St. Protect-in-Place Existing In-Pavement Lights.

Replace with 2-inch Asphalt (AC) Surface Course Pavement Mill & Overlay” shall be made at the unit price bid per Tonnage (TONS), based upon certified weigh master tickets. The unit price bid shall include surface preparation, A.C. Type Specified herein, tack coat, temporary A.C. tapers, and all labor, material, saw cutting, transitioning, hauling, spreading, compacting, grading, equipment and incidentals required to complete the Work in accordance with these Specifications, as shown on the Plans, and no further compensation will be allowed.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-22
BID ITEM NO. 17A: REMOVE EXISTING BRICK PAVER CROSSWALKS AT PLACENTIA AVE. & W. 19TH ST. (ALL FOUR LEGS OF THE INTERSECTION). REPLACE WITH 4-INCH

ASPHALT (AC) SURFACE COURSE PAVEMENT MILL & OVERLAY
Payment for “Remove Existing Brick Paver Crosswalks at Placentia Ave. & W. 19th St. (all Four Legs of the Intersection). Replace with 4-inch Asphalt (AC) Surface Course Pavement Mill & Overlay” shall be made at the unit price bid per Tonnage (TON), based upon certified weigh master tickets. The unit price bid shall include surface preparation, A.C. Type Specified herein, tack coat, temporary A.C. tapers, and all labor, material, saw cutting, transitioning, hauling, spreading, compacting, grading, equipment and incidentals required to complete the Work in accordance with these Specifications, as shown on the Plans, and no further compensation will be allowed.

BID ITEM NO. 21A: DIGOUTS – REMOVE & RECONSTRUCT ASPHALT CONCRETE (AC) 6-INCH MINIMUM DEPTH [FROM SUNDANCE DR. TO PLACENTIA AVE.]
Payment for “Digouts – Remove & Reconstruct Asphalt Concrete (AC) 6-inch Minimum Depth [from Sundance Dr. to Placentia Ave.]” shall be made at the unit price bid per Tonnage (TONS). The unit price bid shall include removal, subgrade preparation, surface preparation, A.C. Type Specified herein inclusive of the added A.C. depth to meet existing grade before cold milling operations, tack coat, temporary A.C. tapers, and all labor, material, saw cutting, transitioning, hauling, spreading, compacting, grading, equipment and incidentals required to complete the Work in accordance with these Specifications, as shown on the Plans, and no further compensation will be allowed.

BID ITEM NO. 21B: DIGOUTS – CRUSHED MISCELLANEOUS BASE (CMB), INCLUDING EXCAVATION [FROM SUNDANCE DR. TO PLACENTIA AVE.]
Payment for “Digouts – Crushed Miscellaneous Base (CMB), including Excavation [from Sundance Dr. to Placentia Ave.]” shall be made at the unit price bid per Cubic Yards (C.Y.). The unit price bid shall include removal, subgrade preparation, surface preparation, added crushed miscellaneous base (CMB) to conform to required pavement section, and all labor, material, saw cutting, transitioning, hauling, spreading, compacting, grading, equipment and incidentals required to complete the Work in accordance with these Specifications, as shown on the Plans, and no further compensation will be allowed.

BID ITEM NO. 24A: INTERSECTION OF SUNDANCE DR. & W. 19TH ST.: 2-INCH ASPHALT

CONCRETE (AC) SURFACE COURSE PAVEMENT MILL & OVERLAY
Payment for “Intersection of Sundance Dr. & W. 19th St.: 2-inch Asphalt Concrete (AC) Surface Course Pavement Mill & Overlay” shall be made at the unit price bid per Tonnage (TONS). The unit price bid shall include removal, subgrade preparation, surface preparation, A.C. Type Specified herein inclusive of the added A.C. depth to meet existing grade before cold milling operations, tack coat, temporary A.C. tapers, added crushed miscellaneous base (CMB) to conform to required pavement section, ADDENDUM NO. 2
Project and Specification No. 22-08
SP-23
and all labor, material, saw cutting, transitioning, hauling, spreading, compacting, grading, equipment and incidentals required to complete the Work in accordance with these Specifications, as shown on the Plans, and no further compensation will be allowed.

Temporary asphalt concrete work where required by the ENGINEER for traffic control or other purposes shall be considered included in the price bid for the various items of work and no further compensation will be allowed.
302-7 PAVEMENT FABRIC
302-7.1 General
[Add the following:].
302-7.2 Placement
The Contractor shall place subgrade stabilizing fabric upon the prepared subgrade. The subgrade shall be scarified and compacted prior to the placement of the fabric. Care shall be taken not to overwork the subgrade.

The subgrade fabric shall be Mirafi 600X or approved equal and shall be placed on entire subgrade areas before placing asphalt concrete (A.C.) base course. Overlap shall be 48-inches. The contractor shall follow the manufacturer’s recommendations for installation of the fabric.

Furnish and place engineering fabric in accordance with Section 302-7 of the Standard Specifications.

The engineering pavement fabric shall conform to Section 213-1 of the Standard Specifications.
302-9 ASPHALT RUBBER HOT MIX (ARHM)
302-9.1 General
[Add the following:].

Asphalt Rubberized Hot Mix (ARHM) shall conform to Section 203-11 of the Standard Specifications and as modified herein.
 The Asphalt Rubber Hot Mix Surface Course shall be Gap-Graded ARHM-GG-CPG 64-16 (1/2” sieve size) and at least 0.15 foot thick Finished surface of the new pavement shall be flush with the edge of the gutter for entire project area.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-24
Contractor shall schedule paving operations to ensure that construction equipment does not drive over new AC material.

The Contractor is not allowed to drive his/her fully loaded trucks on the new ARHM mat.

Contractor shall protect and preserve the entire existing pavement outside construction limits in the same condition as existing. Contractor shall replace and/or repair the damaged area to the satisfaction of the ENGINEER at no cost to the City.

Unless otherwise specified herein, there are no special equipment requirements to perform the work and the contractor shall comply with all equipment specifications of the Standard Specifications.
302-9.2 Tack Coat
[Add the following:].

Prior to placing the ARHM surface course, all receiving surfaces shall be cleaned by blowing air, water and/or broom. The surface shall be free of water, dust, and all foreign materials before any tack coat is applied.

The Tack Coat shall be applied to all exposed surfaces. 302-9.3 Distribution and Spreading
[Add the following:].

At least 24 hours of “cool off” time shall occur between A.C. lifts.

All temporary striping and markings shall be removed by grinding or by some other approved method before placing asphalt concrete surface course, and skin patching.

Asphalt concrete shall be placed with a paving machine equipped with a Preco attachment or similar device for use in obtaining constant cross-slope and maximum joint quality.
302-9.6 Manholes (and Other Structures)
[Add the following:].

The Contractor shall be responsible for maintaining location of and access to, all water valves, water line gate valves and manholes during construction.

Prior to the application of new AC surface course, the Contractor shall locate and tie-out all manholes and valve covers before commencing work and comply with these Special Provisions.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-25
The Contractor shall measure the bridge height clearance at the SR 73 north and south bridges after placement of the AC leveling course at the specified roadway location to confirm that the min. 15’-0’ clearance will be achieved after placement of final surface course. Contractor to measure the final height from same location to confirm min.15’-0” clearance after final placement and compaction of surface course. If the measurement reduces the min. 15’-0” clearance, the Contractor shall be required to grind and re-pave the non-conforming area until compliance has been achieved and accepted by the ENGINEER.

The Contractor is directed to Section 403 within these Special Provisions with respect to raising, adjusting or reconstructing utilities to grade. 302-5.6 Rolling
302-5.6.1 General
[Add the following:].

Initial or breakdown compaction shall consist of a minimum of three coverages of a layer of asphalt concrete. A pass shall be a movement of a roller in both directions over the same path.

A coverage shall be as many passes as are necessary to cover the entire width being paved. Overlap between passes during any coverage made to insure compaction without displacement of material, in accordance with good rolling practice, shall be considered a part of the coverage being made and not a part of a subsequent coverage.

Each coverage shall be completed before subsequent coverages are started.

The top layer of each lane, once commenced, shall be placed without interruption. The Contractor shall roll the newly laid asphalt concrete in such a manner that will not create a joint between two passes; joints shall be flush. If such joint exists, the Contractor shall be required to replace or repair that section as directed by the Engineer at no cost to the City. Six (6) inches of newly laid asphalt concrete to be joined by an adjacent pass shall not be rolled until adjacent pass has been laid.

Pneumatic rollers shall not be used without prior approval of the ENGINEER. 302-9.5 Joints
At all locations where new asphalt concrete pavement is joining or overlaying existing asphalt pavement, the Contractor shall provide straight neat lines and transition the last twenty (20) feet of new pavement to form a smooth transition with the existing pavement.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-26
302-9.8 Measurement
[Replace the first Sentence with the following:].

ARHM shall be measured by the TON
302-9.9 Payment
[Replace the first paragraph with the following:].

BID ITEM NOS. 6 AND 29: 2-INCH ASPHALT RUBBER HOT MIX (ARHM) ASPHALT CONCRETE (AC) PAVEMENT OVERLAY
Payment for “2-inch Asphalt Rubber Hot Mix (ARHM) Asphalt Concrete (AC) Pavement Overlay” shall be made at the unit price bid per Tonnage (TON), based upon certified weigh master tickets. The unit price bid shall include, surface preparation, ARHM specified herein, tack coat, temporary AC tapers, rock dust blotter, sweeping, and all labor, material, saw cutting, transitioning, hauling, spreading, compacting, grading, equipment and incidentals required to complete the Work in accordance with these Specifications, as shown on the Plans, and no further compensation will be allowed.

Temporary asphalt concrete work where required by the ENGINEER for traffic control or other purposes shall be considered included in the price bid for the various items of work and no additional compensation will be allowed.

SECTION 303 – CONCRETE AND MASONRY CONSTRUCTION
303-5 CONCRETE CURBS, WALKS, GUTTERS, CROSS GUTTERS, ALLEY

INTERSECTIONS, ACCESS RAMPS, AND DRIVEWAYS
303-5.1 Requirements
303-5.1.1 General
[Replace the entire Subsection with the following:].

Concrete curbs, walks, gutters, spandrels, cross gutters, alley intersections, access ramps, and driveways shall be constructed of Portland cement concrete and comply with Section 201-1 of the Standard Specifications. The following class of concrete shall be used per each type of improvement:
 Curb and Gutter, Spandrels, Cross Gutters, Alley Intersections, and Driveways – 560-C-3250.
 Sidewalks and Access Ramps – 520-C-2500
ADDENDUM NO. 2
Project and Specification No. 22-08
SP-27
The following AC type and Crushed Miscellaneous Base (CMB) shall be used with respect to each type of improvement:
 Asphalt Concrete Base Course shall conform to Section 302-5 of these Special Provisions.
 Crushed Miscellaneous Base (CMB) shall be ¾” fine and comply with Section 200-2.4 of the Standard Specifications.
 AC Sidewalk – Surface Course (Type III-C3-PG64-10 (½” sieve size)) in conformance with Section 203-6 of the Standard Specifications.

Curing compound shall be applied in accordance with the provisions of the GREENBOOK.

CITY Standard Drawings
The following CITY Standard Drawings shall apply or per the direction of the ENGINEER:
 Curb and Gutter shall conform to Nos. 312 and 314.
 Concrete Sidewalk shall conform to Nos. 411, 412, and 413, (and 414 where necessary). 4” Min PCC/4” CMB.
 Driveways shall conform to Nos. 313, 513, and 514.
 Cross-gutters shall conform to No. 415 or per Standard Plan No. 122-2 or 123-2 in the “Standard Plans for Public Works Construction,” also known as the A.P.W.A. Standard Plans.

Caltrans Standard Plans
The following Caltrans Standard Plans shall apply:
 Americans with Disabilities Act (ADA) Access Ramps - Construction shall conform to Caltrans Standard Drawing No. A88A adjusted to meet the latest ADA regulations and requirements. The width of the wheel chair access ramp “W” shall be a minimum of five (5’) foot wide.
303-5.1.1 a) ADA Access Ramps
The Contractor shall inspect the location of the Access Ramps to be re-constructed prior to beginning the work to determine the appropriate Caltrans Standard Plan Ramp Case to be constructed. If the work entails removing and replacement of existing concrete sidewalk outside the ramp work limit area as identified in these Specifications or as shown on the Plans, he/she shall notify the ENGINEER prior to initiating the work.

The Contractor shall construct all necessary variable height-retaining curb at the back of the curb ramp as well as other retaining curb, if required, pursuant to the appropriate Caltrans Standard Plan ADA Ramp Case as determined by the Contractor and accepted by the ENGINEER. The Contractor shall relocate all street signs effected by ADDENDUM NO. 2
Project and Specification No. 22-08
SP-28
the ramp construction to a condition equal to or better than existing.

The detectable warning surface shall be Armor-Tile replaceable truncated domes or approved equal. Contractor shall submit a sample of the detectable warning surface to the ENGINEER for approval, prior to the start of construction. The color shall be yellow. The truncated dome mat shall be installed across the entire width of the bottom of the access ramp and shall be installed per the manufacturer's installation recommendations, or as directed by the ENGINEER.

The Contractor shall ensure safe passage by pedestrians during the ADA ramp construction and afford one safe crossing of the street at all times. The Contractor shall set-up all required signage and barricades within the work zone to provide safe pedestrian passage.

AC Tie-in
The Contractor shall saw cut, remove, and reconstruct a minimum of a two (2) foot width (slot patch) of adjoining structural section of the pavement to the limits of the ADA Ramp construction (BCR joint to ECR joint). The AC structural section to be replaced shall be 8” AC Base Course/8” CMB or 12” full depth AC Base Course with compaction as required by the Standard Specifications.

If there is an asphalt concrete adjoining sidewalk to be reconstructed to tie into the new concrete ramp, a one-foot (1’) adjoining pavement section shall be removed and replaced with a structural section of 4” AC Surface Course/4” CMB.

Curb and Gutter
The Contractor shall sawcut and remove existing curb and gutter, and construct either Type "C-6” curb and gutter or "C-8" curb and gutter pursuant to the existing curb and gutter condition conforming to the CITY Standard Drawing No. 312, rolled curb and gutter and/or modified curb and gutter at locations marked in the field by the ENGINEER or as designed on the Plans.

SPECIAL NOTE: In order to comply with ADA requirements cross slope of gutter plate and AC at wheelchair ramp locations shall not exceed 5% grade in the gutter pan.

SPECIAL NOTE: Curing compound shall be applied in accordance with the provisions of the GREENBOOK.

Removal of the Concrete Curb and Gutter and AC shall conform to Section 401 “Removal” of the Standard Specifications.

Existing Landscape Areas
All existing landscaping/irrigation/backfill removed, as part of the access ramp ADDENDUM NO. 2
Project and Specification No. 22-08
SP-29
construction shall be replaced in-kind and made a part of the work in conformance with these Special Provisions and Standard Specifications at no additional cost to the CITY.

Other Existing Facilities and Obstructions
The Contractor shall protect all existing improvements within the work area not designated to be removed in-place and intact and shall replace any existing improvements damaged by his/her operations at no additional cost to the CITY.

The Contractor shall locate and protect the traffic signal home-run within the slot patch and ramp area and coordinate with the City with respect to the signal loop replacement work as shown on the plans or as required. If the Contractor damages the existing signal loop conductor/conduit or other wiring to the signal pull box, all damage to said existing improvements shall be repaired/replaced to an in-kind condition pursuant to the required specifications and the system shall be restored for full operation at no cost to the City.

The Contractor shall mark, protect, adjust, and re-set all utility boxes/vaults within the reconstructed area. Additionally, the Contractor shall replace any existing marked, labeled or stamped concrete on the face of curb of existing utilities, which include, but not limited, to water, sewer, gas, etc.
303-5.1.1 b) Curb and Gutter
Per CITY Standards, weakened plane joints are required every ten feet (10’) and felt paper every forty feet (40’). Transitional curb and gutter shall be ten feet (10’) from one type to the other. No construction joints will be permitted. 303-5.1.1 c) Concrete Sidewalk
The Contractor shall reconstruct existing concrete sidewalk and/or construct new concrete sidewalk around obstructions, meandering sidewalk, and other miscellaneous concrete construction conforming to these Special Provisions and as shown on the Plans. The Contractor may be directed to reconstruct concrete walkways within private properties in order to join new improvements. Prior to initiating the work outside the City rights-of-way, the City will obtain the necessary right of access documents from the private property owner.

If there is an asphalt concrete adjoining sidewalk to be reconstructed to tie into the new concrete sidewalk, a one-foot (1’) adjoining pavement section shall be removed and replaced with a structural section of 4” AC Surface Course/4” CMB.

The Contractor shall inspect the location of the concrete sidewalk work area to be reconstructed prior to beginning the work. If the work entails removing and replacement of existing concrete sidewalk outside the work limit area as depicted within these Specifications or as shown on the Plans, he/she shall notify the ENGINEER prior to initiating the work.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-30
Existing Landscape Areas
All existing landscaping/irrigation/backfill removed as part of the concrete walkway construction shall be replaced in-kind and made a part of the work in conformance with these Special Provisions, Standard Specifications, and as directed by the ENGINEER at no additional cost to the CITY.

The Contractor shall place new sod or seed and top soil to match the existing grass species in the areas adjoining the newly constructed concrete improvements that were disturbed by his/her operations. The Contractor may be directed by the ENGINEER to sod or seed other areas as necessary in conformance with these Specifications.

Top Soil shall be Modified Class "A" Topsoil and shall consist of 80% content of Class "A" Topsoil per the Standard Specifications and 20% content of processed wood product of type "I" organic soil amendment per the Standard Specifications.

The Contractor shall protect all existing improvements within the work area not designated to be removed in-place and intact and shall replace any existing improvements damaged by his/her operations. Any damage beyond the construction limit shall be repaired at the Contractor's expense per Section 400-1 of the Standard Specifications.

The Contractor shall protect and support existing irrigation lines and sprinkler heads in place and intact. The Contractor shall adjust the heads to the proper level upon completion of the new sidewalk replacement.

The Contractor shall furnish and install all new pipe sizes to match existing, but no less than ½” schedule 40, PVC pipe, to tie into existing pipes. New sprinkler heads shall be equal to or better than existing inclusive of all appurtenances. All work shall conform to the applicable sections of the Standard Specifications and as directed by the ENGINEER.

The Contractor may salvage and reuse sprinkler heads that are still in reusable and functional condition for use at locations from which they were removed.

The Contractor shall cut interfering portions of existing irrigation lines and cap all ends for future reconnection at the time that the work is started at each location. All repair and replacement of the irrigation system shall be done within five (5) days or sooner after disconnection. During disconnection period of existing irrigation systems, the Contractor shall maintain the existing grass, trees, shrubs, and other existing landscape in a live condition with a temporary irrigation system and/or shall water the landscaped areas by hand. Homeowner's water supply shall not be used without written consent from each homeowner.

The Contractor shall modify, relocate or replace and/or extend all encountered irrigation lines or sprinkler heads so as to give full coverage to landscape area.

The Contractor may be directed to extend the existing sprinkler system or place a P.V.C. sleeve under the new sidewalk improvements into the landscaped area between the curb and sidewalk and other locations as necessary as determined in the field by the ENGINEER.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-31
Prior to accepting work, the Contractor must turn the system on, and it must work properly in the presence of and to the satisfaction of the Engineer and property owner.

The Contractor shall replace any damaged and dead grass or landscaping beyond construction limits resulting from Contractor’s operation or insufficient water supplies at no cost to the CITY.

Other Existing Facilities and Obstructions
Contractor shall adjust to grade existing water meter boxes (WM) to the new grade of the sidewalk. The water meter and water line shall be protected in place. Broken water meter boxes shall be removed and replaced by the Contractor, contact Mesa Water District to obtain and pickup new WM box. WM box shall be furnished to the Contractor at no cost.

The Contractor shall protect in-place the existing mail boxes or relocate them if they do not meet U.S. Post Office standards (see the Standard Plans section, if applicable). The Contractor shall provide a new post in case the existing one cannot be saved as determined by the ENGINEER in the field.

The Contractor shall relocate any street signs, which interfere, or conflict with construction of the sidewalk. A minimum 4-foot wide path of travel shall be required.

Sidewalk obstruction flare construction shall be per City Standard Drawing No. 413 or as shown on the Plans or as depicted within these Specifications.

At certain addresses, the Contractor will be directed to remove concrete and/or other improvements in the right-of-way. Upon the completion of the removal of existing concrete improvements within the parkway, including the underlying aggregate base for which no replacement is required, the Contractor shall backfill the void with Modified Class "A" Topsoil for placing new sod or seed as directed in those respective bid items. 303-5.1.1 d) Concrete Cross-Gutter
Contractor shall sawcut and remove existing improvments and reconstruct cross-gutter conforming to City of Costa Mesa Standard Drawing No. 415 or per Standard Plan No. 122-2 or 123-2 in the “Standard Plans for Public Works Construction,” also known as the A.P.W.A. Standard Plans, and applicable sections of the Standard Specifications, as directed by the ENGINEER.

Eight (8) inches of Crushed Miscellaneous Base (CMB) shall be required under all new cross gutters.

Concrete shall be class 560-C-3250. (High early strength concrete mix) Crushed Miscellaneous base material and construction shall conform to Subsections 200 and 301 of the The “Greenbook,” and as directed by the Engineer. The sieve size shall be ¾” (fine).

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-32
New improvements shall be constructed to grades as indicated on the plans to provide a proper flow line with the existing improvements as indicated on the plans. 303-5.1.1 e) Concrete Driveway Approach
Contractor shall sawcut and remove existing improvments and construct P.C.C.

Driveway Approach per City of Costa Mesa Standard Drawing Nos. 313, 513, and 514 and also to Standard Plan No. 110-2, Type “B” in the “Standard Plans for Public Works Construction,” also known as the A.P.W.A. Standard Plans. All work shall conform to the applicable portions of Section 303-5 of the Standard Specifications. Six (6) inches of Crushed Miscellaneous Base (CMB) shall be required under all new driveways.

The Contractor shall adjust all existing utility boxes and conduit, or water meter boxes within the new driveway approach, to its new finished grade, and the adjustment shall be included in the bid price per square foot of Residential Driveway or Commercial Driveway. Removals and/or relocations necessary for driveway construction are to be paid as part of this bid item, except where a separate bid item exists for a stated removal or relocation item of work.

Concrete shall be class 560-C-3250.

Crushed Miscellaneous base material and construction shall conform to Subsections 200 and 301 of the The “Greenbook,” and as directed by the ENGINEER. The sieve size shall be ¾” (fine).

If there is existing asphalt concrete adjoining into the new concrete driveway approach, a one-foot (1’) adjoining pavement section shall be removed and replaced with a structural section of 6” AC Surface Course/6” CMB.

Asphalt concrete for slot paving shall be ¾” for base course and ½” for surface course, which is covered in Section 400-4 of Standard Specifications (latest edition).

Soils and aggregate tests shall conform to State of California test methods which may be substituted for designated ASTM test methods as noted herein. Laboratory maximum density tests shall be per Method 2 of Subsection 211-2.1. The correction for oversize materials as stated in Test Method No. California 216 shall be replaced with Note 2 of ASTM D1557.

New improvements shall be constructed to grades as indicated on the plans to match existing improvements and field condition with proper grade to form a safe and smooth riding surface.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-33
PART 4

EXISTING IMPROVEMENTS
SECTION 400 – PROTECTION AND RESTORATION
400-1 GENERAL
400-1.1 Removal and Restoration of Existing Improvements Contractor shall remove and restore all existing improvements including but not limited to, removing and installing mailboxes, fences, walls, driveways, bricks, pavers, relocation of existing drain pipe, removing tree roots and restoring planters, sprinklers, and landscaping and irrigation system.

Contractor shall restore or replace to a condition equal to or better than existing condition. All replacement and restoration work shall be coordinated with the City and completed to satisfaction of the City.
400-2 PERMANENT SURVEY MARKERS
[Replace with the following:].

Unless otherwise provided in the Special Provisions, the Contractor shall be responsible for protecting all existing horizontal and vertical survey controls, monuments, ties and benchmarks located within the limits of the project. If any of the above require removal, relocating or resetting, the Contractor shall, prior to any construction work and under the supervision of a California-licensed Land Surveyor or Civil Engineer licensed to practice surveying, inventory all existing survey monuments and ties and establish sufficient temporary ties and bench marks to enable the points to be reset after completion of construction by the Contractor’s Surveyor or Civil Engineer licensed to practice surveying. A copy of this inventory shall be submitted to the Engineer.

Submitted documents shall include field notes and sketches which must contain existing information of centerline control points, survey monuments and swing ties to be replaced such as existing L.S. No. or R.C.E. No., Per Parcel Map No. ___, or Tract Map No. , and other related information; they must be sealed and signed by the civil engineer or land surveyor registered by the State of California. The monument resetting work shall comply with the Subdivision Map Act, Orange County, California State requirements, and applicable CITY Codes.
[Add the following Subsection:].

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-34
400-2.1 CITY Standard Drawings
 Standard Drawing No. 613 or 615.

Any ties, monuments and benchmarks disturbed during construction shall be reset per City standards after construction and the tie notes submitted to the City on 8½" x 11" loose leaf paper. The Contractor and its sureties shall be liable, at Contractor's expense, for any resurvey required due to its negligence in protecting existing ties, monuments, benchmarks or any such horizontal and vertical controls. 400-2.2 Survey Monuments
Reset tie monument shall have at least four (4) control points.

The Contractor shall obtain prior approval from the ENGINEER before setting new survey monuments and ties.

New survey monuments shall be set on new pavement surface with a 2.5” (minimum) P.K. nail, spike, or equal and brass washer with an R.C.E. or a L.S. tag. Four (4) new control lead and tack swing ties shall be set on top of curb for each new survey monument.

If existing notches of a monument are on the manhole ring, said notches must be ground out after a new PCC collar is constructed around the manhole. The Contractor shall provide four points (monuments) of four-foot tangent over ties. Requirements shall be per the preceding paragraph.

If the Contractor fails to reset ties and monuments and fails to set new centerline ties, the CITY will hire private professional engineers or land surveyors to perform the work and will deduct such cost from the contract. The deduction shall include the cost of the CITY personnel time involved.

The Contractor must submit a corner record for each monument to the County of Orange for approval. The Contractor shall submit all approved monuments to the CITY before final payment.

The Contractor shall also submit to the CITY field notes and sketches for all existing control ties and monuments to be protected in place. These documents must be signed and sealed by either the Professional Licensed Land Surveyor or Civil Engineer registered in California.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-35
400-3 PAYMENT
[Replace the last sentence with the following:].

BID ITEM NO. 4:

ADJUST AND RESET EXISTING SURVEY MONUMENTS AND TIES PER CALIFORNIA LICENSED LAND SURVEYOR FOR PROJECTS “A1,” “A2,” “B,” AND “C”
Payment for “Adjust and Reset Existing Survey Monuments and Ties per California Licensed Land Surveyor” shall be made at the unit price bid per Each (EA), based upon submittal of the approved corner record from the County of Orange.

The unit price bid shall include: filing fees with Orange County, swing ties, incidental traffic control, monument inventory, setting new monuments, corner records, and all labor, materials and other incidentals to adjust and reset the survey monuments and ties complete in-place and no additional compensation will be allowed.

The City reserves the right to change from constructing a survey monument and ties to replacing the existing survey monument and ties when existing information is available or delete this item of work at no additional cost.

SECTION 402 – UTILITIES
402-1 LOCATION
402-1.1 General
[Add the following:].

Locations of utilities shown on plans are approximate only and are based on a search of available records.

Attention is directed to the possibility of utility mains or laterals within the project limits.

The CONTRACTOR shall have the locations of the various utility facilities within reconstruction areas marked on the surface prior to construction and protect them during the removal and reconstruction procedures. The CONTRACTOR shall contact the City Transportation Services Department to locate traffic signal conduit within the reconstruction areas.

Prior to commencing any other work, CONTRACTOR shall carefully excavate and determine precise locations and depths of all utilities, including service connections, shown on the plans and marked in the field, which may affect or be affected by Contractor's operations. This work shall be done in accordance with Section 402-1.1 of the Standard Specifications. CONTRACTOR shall not be compensated for any delays or extra work brought about by his failure to perform the above-mentioned work.

CONTRACTOR shall be responsible for any damage to existing utilities shown on the plans pursuant to its location operations as required under this subsection of the Standard Specifications.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-36
Upon completion of the Project, the CONTRACTOR shall be required to remove, to the satisfaction of the ENGINEER, all utility locator markings and utility tie-out paint markings that either the CONTRACTOR, the CITY or utility companies make during the course of the work from the surfaces of sidewalks, driveway approaches, curb and gutters, using the removal method acceptable to the ENGINEER. Any damage to the existing improvements due to CONTRACTOR’S removal operation, shall be included in the various applicable items of work, and no additional compensation will be allowed therefor.

The CONTRACTOR shall notify owners of the utility companies at least two (2) working days in advance of any work (See Subsection 402-4 of these Special Provisions for utility contact information).
402-1.2 Payment
[Replace with the following:].

Payment for utility location by the Contractor shall be included in the bid prices for the various items of work requiring utility location and no further compensation will be allowed.
402-2 PROTECTION
[Add the following:].

The Contractor shall be responsible for protecting and supporting all existing utilities and maintaining the location of and access to all gate valves during construction. When damage to existing utilities is caused by the Contractor's operations, the Contractor shall, at his expense, repair or replace damaged facilities promptly, in accordance with all applicable sections of the Standard Specifications and the standards of each affected utility. Should the Contractor fail to perform the required repairs or replacements, the cost of performing such repairs or replacement by others shall be deducted from any monies due or to become due the Contractor.
402-2.1 Payment
Payment for utility protection by the Contractor shall be included in the bid prices for the various items of work requiring utility protection and no further compensation will be allowed.
402-4 RELOCATION
[Add the following:].

Any miscellaneous utilities to be relocated by the Contractor, as indicated on the Plans, shall be relocated in a workmanlike manner, and all such work shall be done only at such times which are acceptable to the utility owner. The Contractor shall schedule its relocation work in cooperation with the utility owner and shall be responsible for any ADDENDUM NO. 2
Project and Specification No. 22-08
SP-37
costs resulting from the Contractor's failure to do the work at times which are acceptable to the owner. The Contractor shall notify owners of the following companies at least two (2) working days in advance of any work:

AT&T (right-of-way)
Valentina Gipson
3939 E Coronado St, Rm 2030
Anaheim, CA 92807
(o) 714-618-9132
Email: [email protected]
Cost Mesa Sanitary District
Javier Ochiqui, Management Analyst
290 Paularino Avenue
Costa Mesa, CA 92626
(o) 949-645-8400
Email: [email protected]
AT&T
Rhonda Clary-Byers (engineer for Costa Mesa)
or Doug DiPaolo
3939 E. Coronado St.

Anaheim, CA 92807
(o) 714-618-9116
(o) 714-618-9125
Email: [email protected]
Email: [email protected]
Costa Mesa Sanitation District
Nabila Guzmán, Construction Notices
290 Paularino Avenue
Costa Mesa, CA 92626
(o) 949-645-8400, ext. 230
Email: [email protected]
Mesa Water District
Phil Lauri
1965 Placentia Ave. (inter-office mail okay)
Costa Mesa, CA 92627
(o) 949-207-5449
(c) 949-631-1200 (24-hour)
Email: [email protected]
Orange County Water District (OCWD)
Chris Olsen
P.O. Box 8300
Fountain Valley, CA 92728
(o) 714-378-3200
(c) 714-378-3240 (24-hour)
Email: [email protected]
Email: [email protected]
Mpower Communications, Inc.

Mark Denning
2698 White Road
Irvine, CA 92614
(o) 949-864-0296
(c) 949-547-6455
Email: [email protected]
CA Regional Water Quality – Santa Ana Region
Mark Smythe
3737 Main St., Suite 500
Riverside, CA 92501
(o) 951-782-4130
(c) 951-543-8523
Email: [email protected]
Orange County Sanitation District (OCSD)
Rudy Davila
P.O. Box 8127
Fountain Valley, CA 92728
(o) 714-593-7348
(c) 714-593-3301 (24-hour)
Email: [email protected]
Irvine Regional Water District
Kelly Lew
15600 Sand Canyon Ave.

Irvine, CA 92618
(o) 949-453-5586
(p) 949-729-7300 (24-hour)
Email: [email protected]
ADDENDUM NO. 2
Project and Specification No. 22-08
SP-38
Irvine Regional Water District
Brad Jackson (Area Construction Inspector)
15600 Sand Canyon Ave.

Irvine, CA 92618
(o) 949-632-0627
(p) 949-729-7300 (24-hour)
Email: [email protected]
SCE (Senior Compliance)
Susan Morgan
(o) 909-835-7527
(c) 909-835-7527
Email: [email protected]
*No pre-construction meeting notices BUT Susan
Morgan and Mónica Balderas would like to attend
all UTILITY MEETINGS and be made aware of
any fee schedule changes.

Irvine Ranch Water Dist. – Development Services*
Christian Kessler, P.E.
15600 Sand Canyon Ave.

Irvine, CA 92618
(o) 949-453-5300
(p) 949-453-5441
Email: [email protected]
*utility requests
SCE (Service Planner – Orange Coast S/C)
Damon Humphrey
7333 Bolsa Ave.

Westminster, CA 92683
(o) 714-895-0534
Email: [email protected]
Metropolitan Water District of So. California
Civil Engineering Substructures Section
Shoreh Zareh
P.O. Box 54153
Los Angeles, CA 90054
(o) 213-217-7474
(c) 626-844-5610 (24-hour)
Email: [email protected]
SCE (Service Planner – Orange Coast S/C)
Mónica Balderas
7333 Bolsa Ave.

Westminster, CA 92683
(o) 714-329-2778
Email: [email protected]
Metropolitan Water District of So. California
Civil Engineering Substructures Section
Kieran Callanan
P.O. Box 54153
Los Angeles, CA 90054
(o) 213-217-7474
(c) 626-844-5610 (24-hour)
Email: [email protected]
*Reminder*
After facilities are identified on the plans, send the
plans to Gail Gardner, and she will forward to
SCE’s planning department.

Send to: [email protected]
SCE (Utility Notice Requests)
Kasy Chapman
7333 Bolsa Ave.

Westminster, CA 92683
(o) 714-895-0109
(c) 800-611-1911 (24-hour)
Email: [email protected]
Southern California Gas Co.

Wilson Baldelomar
P.O. Box 3334, SC8321
Anaheim, CA 92803
(o) 714-634-5091
(p) 800-603-7060 (24-hour)
Email: [email protected]
SCE (Base Maps)
Kimberly Gurule
1444 E. McFadden Ave., Bldg. “D”
Santa Ana, CA 92705
(o) 714-796-9932
Email: [email protected]*
*No pre-construction meeting notices to this
address – map requests ONLY.

Southern California Gas Co.

Wilson Baldelomar
P.O. Box 3334, SC8321
Anaheim, CA 92803
(o) 714-634-5091
(p) 800-603-7060 (24-hour)
Email: [email protected]
ADDENDUM NO. 2
Project and Specification No. 22-08
SP-39
Southern California Gas Co. (Transmission)
P.O. Box 2300
Chatsworth, CA 91313-2300
(o) 818-701-4546
Email: SoCalGasTransmissionUtilityRequest@
semprautilities.com
Verizon Business Investigations
2400 N. Glenville Dr.

Richardson, TX 75082
(o) 972-729-6016
(o) 469-886-4238
Email: [email protected]
*2nd Email: [email protected]
Contact Verizon Business for issues involving:
--- Brooks Fiber Properties, Inc.
--- MCImetro Access Transmission Srvcs.
--- MCI Telecommunications Srvcs
--- MFS Telecom, Inc.
--- SourtherNet, Inc. / WorldComNetwork Srvc.
--- Intermedia Communications, Inc.
--- XO Communications
Southern California Gas Co.

Richard Clendineng
P.O. Box 3334, SC8321
Anaheim, CA 92803
(o) 714-634-3262
Email: [email protected]
Charter Communications
Don Simons
Construction Manager, Zone 8
7142 Chapman Ave.

Garden Grove, CA 92841
(o) 714-591-4871
Email: [email protected]
Southern California Gas Co.

Peter Serrano
P.O. Box 3334, SC8321
Anaheim, CA 92803
(o) 714-634-5067
Email: [email protected]
Charter Communications
Utility Research Requests
E-mail: DL-SOCAL-CHARTER[email protected]
Spectrum Time Warner Cable
José Román
12051 Industry St.

Garden Grove, CA 92841
(o) 714-591-4846
(c) 657-263-3641
Email: [email protected]
XO Communications
Matt Bergine
Engineer IV
Specialist-Network Engineering & Operations
(o) 949-417-7841
(c) 714-822-6207
Email: [email protected]
Spectrum Time Warner Cable
Main Number
7142 Chapman Ave.

Garden Grove, CA 92841
(o) 714-709-3390
XO Communications
Switchboard
(o) 703-547-2000
Spectrum Time Warner Cable
Jeff Cox
Email: [email protected]
Spectrum Time Warner Cable *utility requests*
Email: [email protected]*
Spectrum Time Warner Cable
Ángel Vega
(o) 714-591-4889
Email: [email protected]
Kinder Morgan
Jordan Neuner
(o) 310-628-4350
Email: [email protected]
Karly Payne, Administrative Assistant
(o) 714-560-4604
Email: [email protected]
ADDENDUM NO. 2
Project and Specification No. 22-08
SP-40
Spectrum Time Warner Cable
Max Sándoval, Construction Coordinator
(o) 714-719-9629
Newport-Mesa Unified School District
Víctor Garza
(o) 714-424-5080
Email: [email protected]
OCTA – Stops & Zones
Kyle Poff
550 S. Main St.

Orange, CA 92863
(o) 714-560-5833
Email: [email protected]
OCTA (Detour Coordination)
Dispatch: 714-265-4330
Newport-Mesa Unified School District
Tim Marsh, Administrative Director, Facilities
Support Srvcs.
(o) 714-4247527
Email: [email protected]
Newport-Mesa Unified School District
Mary Gray
Email: [email protected]
OC Fair & Event Center
Jerry Eldridge, Director of Facilities
(o) 714-474-5983
Email: [email protected]
DIGALERT.ORG
(24-HR) 811
2 days before digging.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-26
Where existing utility main lines and conduits (excluding sewer main lines) and all utility service lines (excluding sewer laterals) are to be relocated or declared abandoned by the affected utility companies, the Contractor shall be responsible for contacting the respective utility representatives for coordinating the relocations and for determining the abandonments. The Contractor shall proceed with excavation in such a manner that will allow utility companies adequate and reasonable time to relocate service lines. The Contractor shall not be compensated for any delays caused by failure to coordinate the above work with utility companies.
[Replace the Section Title with the following:].

SECTION 403 – MANHOLE AND VALVE ADJUSTMENT AND RECONSTRUCTION 403-1 GENERAL
[Replace with the following:].

Contractor shall adjust existing manholes and water valves to grade conforming to all applicable sections of the latest edition of the Standard Specifications, Mesa Water District (MWD) Standards, and to the provisions of the City of Costa Mesa Standard Plans.

The Contractor shall notify affected utility owners at least 5 working days in advance of the need to commence work required prior to paving operations and again for work required after paving operations. The Contractor shall mark locations of utility vaults where utility companies specifically state adjustments shall be made after paving. If it is found to impractical for the utility owner to complete remodeling or adjustment to structures, as evaluated by the ENGINEER, then the Contractor shall be absolved of further responsibility in connection therewith, and the structure shall be adjusted to grade by the utility owner under permit or ordinance procedure established by the CITY for utility cuts in pavement.

The manhole and valve box locations and distance from curb to center shall be marked on the curb face by the Contractor.
[Replace entire Subsection with the following:].
403-3 MANHOLES AND VALVES IN ASPHALT CONCRETE PAVEMENT
[Replace with the following:].
403-3.1 Storm Drain and Sanitary Sewer Manholes
All Storm Drain (SD) and Sanitary Sewer (SS) Manholes are to be protected from debris prior to construction and shall be thoroughly cleaned of any construction debris, which may have entered the manhole due to the Contractor's operations.

Work shall include the removal or furnishing of grade rings as necessary to adjust the manhole to grade.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-27
The method of adjusting manholes in areas for resurfacing shall be as follows:

The asphalt pavement immediately adjacent to the manhole shall be removed, the manhole shaft extended with adjustment ring(s) to proper grade, the manhole frames and covers replaced, the manhole frames set in concrete, and the pavement replaced with a minimum of 2 inches of asphalt concrete. The finished grade of the cover shall be ¼ inches below the finish grade of the asphalt pavement. The asphalt pavement material shall conform to the surrounding pavement and AC pavement requirements of these Special Provisions.

Existing SD and SS manholes shall be adjusted to new pavement grade 48 hours after paving operation.

The Concrete for the SD and SS manholes shall be 560-C-3250.

Contractor shall notify the Costa Mesa Public Services Department for coordination of SD manhole adjustments and Costa Mesa Sanitary District (CMSD) or Orange County Sanitation District (OCSD) for coordination of SS manhole adjustments at least two working days prior to beginning work.
403-3.1 Water Valves
Water valves shall be protected in place and shall be accessible at all times during construction.

Valve covers shall be marked as to their location by the contractor prior to the placement of the pavement. The contractor shall furnish new valve cans if existing cans are damaged during operation. Existing covers shall be adjusted to new pavement grade 48 hours after paving operation.

Contractor shall notify the respective water district at least 2 working days prior to beginning work. All work adjusting water valve cans and covers to grade shall be inspected and approved by MWD.

Valve boxes shall be checked with a valve key for proper operation.

The Concrete for the valve covers and collars shall be 560-C-3250.

The Contractor shall be responsible for maintaining location of, and access to, all water line gate valves during construction operations. The Contractor may salvage and utilize all existing caps or sleeves, but shall be required to furnish all sleeve extensions. Any lost caps or sleeves shall be replaced by the Contractor at his cost.

All existing broken water sleeves shall be removed and replaced by the Contractor who shall contact the respective utility to pick up new sleeves for replacement.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-28
403-5 PAYMENT
[Replace with the following:].

BID ITEM NOS. 7 AND 26: ADJUST MANHOLE COVERS TO GRADE
Payment for “Adjust Manhole Covers to Grade” shall be per the unit price bid per Each (EA) and shall include removal and disposal of existing improvements, adjusting the manhole to grade, and provising all labor, tools, equipment, materials, and incidentals necessary for doing the work in compliance with Costa Mesa Sanitary District (CMSD) or Orange County Sanitation District (OCSD) standards, the Standard Specifications, these Special Provisions, as shown on the Plans, and to the provisions of the City of Costa Mesa Standard Plans, and no additional compensation shall be allowed.

BID ITEM NOS. 8, 27, AND 30: ADJUST WATER VALVES TO GRADE Payment for “Adjust Water Valves to Grade” shall be per the unit price bid per Each (EA) and shall include removal and disposal of existing improvements, adjusting the water valve to grade, providing all labor, tools, equipment, materials, and incidentals necessary for doing the work in compliance with Mesa Water District (MWD) or Irvine Ranch Water District (IRWD) standards, the Standard Specifications for Public Works Construction, as shown on the Plans, and to the provisions of the City of Costa Mesa Standard Plans and no additional compensation will be allowed.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-29
SECTION 404 – COLD MILLING
404-1 GENERAL
[Add the following:].

Cold milling of existing asphalt is required to remove damaged pavement and to permit new asphalt pavements to adhere to the existing surface and shall be performed per Plans and in accordance with Section 404, “Cold Milling” of the Standard Specifications, and as modified herein.

The existing asphalt concrete pavement shall be cold milled from the finished surface to a depth of two (2) inches from edge of gutter to edge of gutter. The final depth, width, length and shape of the cut shall be 2” below the lip of gutter as indicated on the Plans.

The final cut shall result in a uniform surface conforming to the typical cross section(s) except as otherwise directed by the ENGINEER. Except as otherwise called for on the Plans, all A.C. pavement cuts shall be cut to neat, clean, and straight lines to the satisfaction of, and as directed by, the ENGINEER.

The existing asphalt concrete pavement shall be header cut at a depth of (2) inches below the existing pavement, ranging from the edge of gutter to (7) foot wide, along both sides of the street. The limits will be marked in the field by the Engineer. The work shall comply with Section 302-5 of the latest edition of the Standard Specifications for Public Works Construction.

Burning or heat planning will not be permitted. The planed pavement shall provide a maximum bond surface suitable for resurfacing.

The cold milled material shall be the responsibility of the Contractor to remove and dispose of from the Project limits in accordance with all laws and regulations. 404-1.1 Crack Sealing
Upon completion of the required cold mill depth, the Contractor shall inspect, sweep, and seal all cracks equal to or greater than ¼” wide and equal to or greater than 1” deep as follows:

Clean entire crack to a depth of up to 1” using sandblasting, brushing, and air blowing techniques as required to provide a crack free from all debris, dust, loose material and moisture. Gouging or plowing may be required to remove incompressible debris deep in the crack. The cleaned crack shall be filled with granulated tire rubber, plasticizer and filler, as manufactured by Crafco as Road Saver 203, or approved equal. All crack filler material shall be in conformance with the manufactures specifications. The crack sealant placed shall be slightly below the cold milled pavement surface to avoid overapplication and wicking through the new AC surface during compaction of the AC Base and Surface Course lifts. Deep cracks greater than 1” should be filled with sand and covered with a thin layer of sealant.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-30
The sealant product shall conform to the following specifications:

ASTM D6690, D3405, AASHTO M173 and Federal SS-S-164 and SS-S 1041C.

All holes greater than 4” in diameter that exceed the cold mill depth specified shall be cleaned of loose materials, filled with Asphalt Concrete Type III-B2-PG-64-10 (3/4” sieve size), and compacted to a smooth even surface with the adjacent existing milled pavement prior to placement of the AC Base or Leveling Course. 404-1.2 Existing Facilities
Survey Monuments
Surveyor's street and property line monuments, not scheduled for removal shall be protected in accordance with the Standard Specifications and these Special Provisions.

Utilities
The CITY has made every reasonable effort to locate and mark on the Plans all known metal roadway improvements such as sewer manhole covers, water valve covers, catch basin covers, which, if struck, could damage the cold milling cutting drum and/or carbide tipped cutting teeth and makes no guarantee that it has successfully done so, therefore, Contractor must thoroughly inspect the work site in advance of the cold milling operation to minimize the risk of striking any unseen under surface object(s) and shall include in the price bid for cold milling the removal work, additional amount sufficient to cover the cost of damage related down time and the cost of repair of damage to said cold milling cutting drum and/or carbide tipped cutting teeth.

Curb and Gutter
Care shall be exercised not to damage adjacent concrete gutters or curbs. Gutters or curbs damaged shall be replaced at the Contractor's expense. 404-8 DISPOSAL OF MILLINGS
[Add the following:].

Residue from grinding shall not be permitted to flow or travel into gutters, onto adjacent street surfaces or parkways. All residues shall be completely removed by sweeping and properly disposed. No washing of residues into drainage structures will be allowed. 404-10 PAVEMENT TRANSISTIONS
[Add the following:].

Where required, temporary asphalt concrete ramps shall be installed to meet all current ADA accessibility requirements. Additionally, temporary asphalt concrete shall be placed at all cross-street transition sections, and driveways, as required for grade change conformance tapers.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-31
404-11 MEASUREMENT
404-11 PAYMENT
[Replace with the following:].
404-11 MEASUREMENT AND PAYMENT
BID ITEM NOS. 5, 16B, 17B, 24B, AND 28: COLD MILL (2-INCH MINIMUM DEPTH) Measurement and Payment for “Cold Mill (2-inch Minimum Depth) of the asphalt concrete pavement shall per the unit price bid per Square Foot (SF) and shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals; doing all work involved in cold milling the existing asphalt concrete surfacing, hauling and disposing of the material; conforming to existing grades and transitions, furnishing the asphalt concrete for and constructing, maintaining, removing, and disposing of temporary asphalt concrete tapers, crack sealing, and measurement as specified in these Special Provisions and as shown on the Plans, and as directed by the ENGINEER, and no additional compensation shall be allowed.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-32
PARTS 6 AND 7

TRAFFIC CONTROL & TRAFFIC SYSTEMS

TRAFFIC CONTROL
The contractor shall prepare traffic control plans for the work to be approved by the Engineer.

The contractor shall schedule the work to comply with the lane closure hours allowed herein.

Only one lane shall be closed to traffic in any direction between 9:00 am and 3:30 pm, Monday through Friday. All lanes must be open during peak hours of 6:00 am to 9:00 am and 3:30 pm to 6:00 pm. All lanes must be open during weekends and City observed holidays. Lane closures more than one lane may be allowed between the hours of 8:00 pm and 6:00 am during weekdays.

No lane closures will be allowed during the annual Orange County Fair annual July event extending from the Thursday before to the Monday after the fair event. No lane closures will be allowed from the Friday before Thanksgiving to the Monday after New Year's Day.

The minimum lane width shall be ten (10) feet. There shall be a minimum of five (5) feet clearance from open excavation and two (2) feet clearance from other obstructions.

PEDESTRIAN ACCESS
Where construction prohibits pedestrian access, alternate crossing areas shall be established with appropriate signing and other devices as required by the Engineer.

Pedestrian access facilities shall be provided thru construction area within the right-ofway at all times. Pedestrian walkways shall be provided with surfacing as required to maintain safe and accessible pathways. Surface shall be skid resistant and free of irregularities.

The Contractor shall keep the areas adjacent to the project site clear of any objects that may be hazardous to pedestrians and motorists. Provisions to reroute pedestrians, including the disabled, around the work area must be clearly delineated and maintained.

If the Contractor's operations require the closure of a walkway, then another walkway shall be provided nearby, off the traveled roadway, along the general path of travel.

TRAFFIC CONTROL GENERAL
Any location considered not accessible by pedestrians or motorists as determined by the Engineer will be resolved at the direction of the Engineer. The Contractor will not be paid for such corrective action and shall be charged for any costs incurred by the City ADDENDUM NO. 2
Project and Specification No. 22-08
SP-33
for corrective action. In addition to the above and in compliance with Section 7-10, the Contractor shall:
a. Provide a safe and drivable ingress and egress to residents and businesses at all times, and provide safe pedestrian crossing paths at all times. b. Provide temporary traffic re-striping at the conclusion of any working day for any centerline, lane line or stop bar which is obliterated by construction. c. Be responsible for identifying the location and for the protection of all electrical facilities including signal conduit and interconnect. Where damage is caused by the Contractor's operation, the Contractor shall replace damaged facility at no extra cost to the City of Costa Mesa. Where construction signing conflicts with existing signing, the Contractor shall cover existing signs in a manner approved by the Engineer.
d. Be responsible for notifying residents and businesses, in writing, seven (7) days in advance of any work that involves limited access. The Contractor shall provide verification to the Engineer that this has been accomplished. e. Notify the trash pickup company "Costa Mesa Disposal" of the schedule of work and the limitation of access. Contact City at (714) 754-5307 for Costa Mesa Disposal's address
f. Furnish, install and maintain in-place "No Parking - Tow Away" signs (even if streets have posted "No Parking" signs) which shall be posted at least (2) working days prior to commencement of roadwork. On the sign, the Contractor shall print the hours, day(s) and date of closure in two-inch high letters and numbers. A sample of the completed sign shall be approved by the Engineer prior to posting. For any work to be performed on Monday morning or a morning following a holiday, the Contractor must post "No Parking - Tow Away" signs, with all requirements as specified, at least 48 hours prior to beginning weekend or holiday.
g. Coordinate with Orange County Transit District (Ph No. (714) 636-7433 x4330) to plan and to accommodate bus routes at least five (5) working days prior to commencement of any work which will involve any of their facilities. h. Provide any temporary delineation, as required, in accordance with the CAMUTCD, applicable Caltrans Standard Plans and as directed by the Engineer. i. Excavations shall be backfilled and hot mix asphalt concrete or temporary asphalt concrete surface shall be placed to the level of the existing pavement at the end of each work period as necessary to provide the required number of travel lanes and access to intersecting streets.
j. The contractor shall provide temporary K-rails, visual barriers and temporary crash cushions as necessary to protect traffic from excavation areas. If K-Rails are provided, then the minimum distance between the traveling lane and the rails shall be 2 feet.
k. All pre-existing permanent traffic control signs and devices shall remain in operation unless a substitute operation is arranged for and approved by the Engineer.
l. The Contractor shall use illuminated or reflective warning construction signs at appropriate locations for the project and/or as directed by the Engineer. The Contractor shall also use flashing arrow boards for each lane closure in addition to other delineation.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-34
m. C-18 ROAD CONSTRUCTION AHEAD, C-17 with 25 MILE SPEED LIMIT, and soft barricades shall be used at all approaches as may be suitable. The Contractor shall employ sufficient traffic barriers to prevent traffic from entering the construction areas.
n. The Contractor shall provide flagmen to direct the traffic where required and as directed by the Engineer.

The Contractor shall maintain a 24-hour emergency service to remove, install, relocate, and maintain warning devices and shall furnish the Engineer with names and telephone numbers of at least three people responsible for emergency service response. In the event these people do not promptly respond when notified, or it becomes necessary to call other forces to accomplish emergency service, the Contractor will be held liable for any costs incurred. A $400/hour at 4-hour minimum will be charged to the Contractor.

Any deviation from these requirements is not permitted. No payment will be made to the Contractor until problems are corrected to the satisfaction of the Engineer.

Payment:

BID ITEM NO. 3: TEMPORARY TRAFFIC CONTROL FOR PROJECTS “A1,” “A2,” “B,” AND “C” Payment for the proceeding shall be at the Lump Sum (LS) price bid for Traffic Control and shall be considered full compensation for preparing all necessary traffic control plans, providing all labor, materials, equipment including arrow boards, signage, police services, barricades, notifications, safe pedestrian access provisions and related work as required. Additional compensation shall not be allowed.

SIGNING AND STRIPING
All pavement markers and delineators shall be in accordance with Section 81 “Miscellaneous Traffic Control Devices” of the latest edition of the Caltrans Standard Specifications (including the Revised Standard Specifications) as modified within these Special Provisions. All striping and pavement markings shall be in accordance to Section 84 “Markings” of the latest edition of the Caltrans Standard Specifications (including the Revised Standard Specifications) as modified within these Special Provisions, and comply with the Caltrans Standard Plans, and the latest edition of the California Manual on Uniform Traffic Control Devices (CA MUTCD), and as specified by the ENGINEER.

The Contractor shall furnish all material, services, labor and equipment necessary for the required pavement preparations, layout and completing the pavement markings.

These special provisions set minimum requirements on material characteristics of the pavement marking products. Requirements concerning application and contractor warranties shall be maintained to secure acceptable performances.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-35
81 MISCELLANEOUS TRAFFIC CONTROL DEVICES
81-2 Delineators
81-2.01 General
81-2.01C Submittals
[Add the following:].

The contractor shall provide submittal sheets for approval prior to ordering the materials.
81-2.02 Materials
81-2.02A General
[Add the following:].

The traffic posts in the bicycle buffer shall be US Reflector flexible 29” tall K-71 traffic posts (7.5” diameter). The post shall be bright-green color only. Each K-71 post shall be equipped with two 4” bands of flexible white 3M high intensity retroflective sheeting.

The K-71 posts shall be installed using manufacturer specified nylon reinforcement composite screens (for asphalt installation), metal pavement anchor sleeves, and antidebris set screws, and no equivalent materials or exclusion of materials during installation may be made. For the 2-part adhesive for bonding the metal anchor sleeve within the drilled hole and nylon reinforcement screen, the contractor shall use Hilti HY200 11.2 OZ. Injectable Mortar (4A-ADH-HY200R-112-1, SKU:654728851743), with replacement nozzle, and no other equivalent adhesive shall be used unless a new adhesive is specified by the manufacturer or the manufacturer recommends an approval equal and it is also approved by Engineer. The Contractor shall order additional injectable mortar beyond what the manufacturer recommends to comply with the installation instructions outlined in Section 81-2.03. Repeated installation of K71 posts have shown that excess mortar beyond what the manufacturer recommends in their installation instructions is necessary to achieve a strong proper bond. Please see section 81-2.03 for these amended installation instructions.

All installation materials shall be checked by Engineer and City Inspector prior to start of installation.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-36
81-2.03 Construction
[Replace entire section with the following:].

The contractor shall procure all materials required and strictly follow each step of the manufacturer’s installation instructions (per installation video) to ensure proper tight bonding and anchoring to prevent the K-71 posts from uplifting after contact with vehicles. Contractor shall use the manufacturer recommended amount of adhesive to ensure a proper bond/anchoring to the asphalt pavement. Contractor should have all equipment required for installation including but not limited to T-bar, manual adhesive dispenser, rotary hammer drill with 1 inch drill bit, compatible compressor with air hose, nozzle and fittings, a wire brush and a generator.

After anchor sleeve has been installed and while the adhesive is curing (before installation of the post), the contractor shall clean the pavement areas surrounding the hole to be clear of any spilled or residual adhesive that would prevent full contact of the K-71 post’s base with the pavement surface.

The installation includes but is not limited to the following steps:
a. Mark areas for installation
b. Adjust drill depth setting to the length of the anchor sleeve c. Drill 1” diameter hole to a depth of 5.9” to 6” MAXIMUM using a 1” carbide bit d. Using an air compressor, insert air tube nozzle to the bottom of hole and remove dust and debris.
e. Use a 1” wire brush to clean hole to ensure proper adhesive bond f. After using wire brush, use air compressor again to remove excess fine dust from the hole
g. To help verify the depth of the drilled hole using an anchor sleeve, remove the plastic cap and insert a ½” machine bolt as a grab bolt h. While holding the grab bolt, lower the anchor sleeve into hole and ensure the top of the sleeve is 1/8” to ¼” deep MAXIMUM below asphalt surface. If hole is drilled too deep, use small rocks or pebbles to adjust hole depth to proper height. i. When mixing adhesive from a new cartridge, ensure a proper adhesive mix by ejecting several ounces onto a disposable surface.
j. Insert nozzle into bottom of hole (not halfway) and inject resin while pulling back on the cartridge filling the hole and sleeve to a little more than halfway. k. Insert reinforcement composite screen into hole until flush or ¼” below surface l. Reinsert nozzle into composite screen to the bottom of screen/hole (not halfway) and inject resin while pulling back on the cartridge filling the hole and sleeve to the top of the hole.
m. Insert metal anchor bolt. NOTE: do not remove the plastic cap. The cap protects the anchor sleeve from filling with adhesive
n. Lift and push anchor bolt repeatedly while inserting it in the hole to help work the adhesive in to the side walls. Adhesive should spill out the top of the hole, if not then not enough adhesive was added. Please note: It is very important to progressively pull and push the sleeve when you are inserting it into the cavity. It forces the adhesive to saturate the dry asphalt if there is any fine drilling powder residue left on the walls.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-37
o. Using a piece of carton or cloth, spread the adhesive around top of hole and clean any excess adhesive that overflows from the hole. Clean off plastic cap. Be sure to clean the cap and surrounding pavement of any spilled or residual adhesive.
p. Let adhesive cure and remove plastic cap with a hole punch or screw driver q. Install K-71 post using the T-bar by ensuring the base anchor bolt is protruding from the base. Insert T-Bar socket onto hex bolt at base of K-71 post, align bolt with ground anchor. Once bolt is aligned with ground anchor, spin T-bar until post is snug and gripped into place.
81-2.04 Payment
[Add the following:].

Payment for the proceeding shall be per the Lump Sum bid fee for Signing and Striping and additional compensation shall not be allowed. The Lump Sum price shall include full compensation for furnishing all labor, material, tools, equipment and incidentals, and for doing all work involved as specified on the Plans and these Specifications. 81-3 Pavement Markers
81-3.02 Materials
81-3.02A General
[Add the following:].

The Contractor shall furnish and install raised pavement markings no sooner than seven (7) days nor later than fourteen (14) days following the final installation of traffic striping, and located pursuant to the striping plans.

Blue “Fire Hydrant” Raised Pavement Markers
The Contractor shall furnish and install blue reflective raised pavement markers on new pavement at existing fire hydrant locations. The new marker location shall be in accordance with the Typical Hydrant Marker Location Standard Drawing and the following requirements:

1. Two-way Streets or Roads: Markers shall be placed six (6) inches from edge of painted centerline on the side nearest the fire hydrant. If the street has no centerline, the marker shall be placed six (6) inches from the approximate center of the roadway on the side nearest the hydrant. See Figures 1 through 3 of the above-mentioned standard.

2. Streets with Left-Turn Lane at Intersection: Markers shall be placed six (6) inches from edge of painted white channelizing line nearest the hydrant. See Figure 4 of the above-mentioned standard.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-38

3. Streets with Continuous Two-Way Left-Turn Lane: Markers shall be placed six (6) inches from the edge of the painted yellow barrier line on the side nearest the fire hydrant. See Figure 5 of the above-mentioned standard. 81-3.04 Payment
[Add the following:].

Payment for the proceeding shall be per the Lump Sum bid fee for Signing and Striping and additional compensation shall not be allowed. The Lump Sum price shall include full compensation for furnishing all labor, material, tools, equipment and incidentals, and for doing all work involved as specified on the Plans and these Specifications. 81-8 Existing Pavement Markers and Delineators
81-8.03 Construction
81-8.03B Remove Pavement Markers
[Add the following:].

All blue “fire hydrant” pavement markers that are removed shall be reinstalled by the contractor.

When striping is removed, any corresponding pavement markers within or adjacent to the stripe, or within the gaps of dashed striping shall be removed. 81-8.04 Payment
[Add the following:].

Payment for the proceeding shall be per the Lump Sum bid fee for Signing and Striping and additional compensation shall not be allowed. The Lump Sum price shall include full compensation for furnishing all labor, material, tools, equipment and incidentals, and for doing all work involved as specified on the Plans and these Specifications.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-39
82 SIGNS AND MARKERS
82-2 Sign Panels
82-2.02 Materials
82-2.02A General
[Add the following:].

All sign face reflective sheeting shall be diamond grade retroflective with protective overlay film.
[Add the following section:].
82-2.03C Remove and Salvage Sign and Sign Post
Sign panels and sign posts to be salvaged shall be delivered the same day to the city.

The salvaged sign panels and posts shall be delivered to the City’s corporation yard, located at 2310 Placentia Avenue, Costa Mesa 92627. Prior to delivery, please call Juan Santos at 714-697-5545.
82-2.04 Payment
[Replace section with the following:].

Payment for the proceeding shall be per the Lump Sum bid fee for Signing and Striping and additional compensation shall not be allowed. The Lump Sum price shall include full compensation for furnishing all labor, material, tools, equipment and incidentals, and for doing all work involved as specified on the Plans and these Specifications. 82-3 Roadside Signs
82-3.02A General
[Add the following:].

Signs and shall posts shall conform to the California Manual on Uniform Traffic Control Devices (CA MUTCD), latest edition.

Unless otherwise noted on the plans, all new or relocated signs shall be installed on 2” square perforated steel posts with breakaway connections. Signs shall follow the CA MUTCD regarding clearances from the bottom of the lowest sign to the finished surface.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-40
82-3.02B Metal Posts
[Add the following:].

Metal posts shall be 2” square perforated steel posts (Telespar) with breakaway connections.
82-3.03 Construction
82-3.02A General
[Add the following:].

Installation of sign posts, including mounting height and required clearances, shall conform to the California Manual on Uniform Traffic Control Devices (CA MUTCD), latest edition.

Anchor shall not extend beyond 2” from top of adjacent finished grade where installed and shall conform to OC Public Works Standard Plan 1417 for sign post installation. 82-3.04 Payment
[Replace the entire section with the following:].

Payment for the proceeding shall be per the Lump Sum bid fee for Signing and Striping and additional compensation shall not be allowed. The Lump Sum price shall include full compensation for furnishing all labor, material, tools, equipment and incidentals, and for doing all work involved as specified on the Plans and these Specifications. 82-9 Existing Roadside Signs and Markers
82-9.04 Payment
[Replace the entire section with the following:].

Payment for the proceeding shall be per the Lump Sum bid fee for Signing and Striping and additional compensation shall not be allowed. The Lump Sum price shall include full compensation for furnishing all labor, material, tools, equipment and incidentals, and for doing all work involved as specified on the Plans and these Specifications.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-41
84 MARKINGS
84-1 General
84-1.01 General
[Add the following:].

Markings must also comply with the Caltrans Standard Plans and Revised Standard Plans, latest edition.

The contractor shall record the existing Striping and Markings for the entire project limits on the Plans and provide to the Engineer prior to removal operations.

Contractor shall restore pavement traffic striping and marking damaged during construction to original condition.

The installed material shall be highly visible to the motorists both day and night.

Unless otherwise noted, all traffic stripes shall be 6 inch width minimum and shall comply with the most recent Caltrans Standard Plans.
84-2 Traffic Stripes and Pavement Markings
84-2.02 Materials
84-2.02A General
Paint, thermoplastic, and glass beads for traffic stripes and pavement markings will be furnished by the Contractor, including cat tracks and dribble lines, unless otherwise noted in the Plans or these special provisions.
84-2.02C Thermoplastic
[Replace entire section with the following:].

Thermoplastic must comply with State Specification PTH-02ALKYD.

All stop bars, crosswalks, legends, and arrows shall be installed using thermoplastic, and conform exactly to the City of Costa Mesa stencil types except fabricated preformed thermoplastic applications.

Thermoplastic shall be Alkyd Thermoplastic Pavement material that is applied to a road surface in a molten state by extrusion of the designated thickness and width. The thermoplastic shall be mixed with glass beads and shall, upon cooling, be reflectorized with additional glass beads and shall be allowed to completely cool to prevent deformation by traffic.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-42
Preformed Green Colored Thermoplastic
Preformed green thermoplastic pavement markings shall be bright green Ennis Flint PreMark Vizigrip or Geveko Premark Anti-Skid. Preformed green thermoplastic shall be non-slip, non-skid and retroflective. Contractor shall turn in submittal sheets to Engineer for approval prior to ordering. Preformed green thermoplastic shall be installed by strictly following manufacturer’s specifications. Preformed Green Thermoplastic shall not be installed on concrete unless approved by the Engineer.

Green coloring in thermoplastic used for bicycle lanes, bike boxes, bicycle lane conflict zones, green-back sharrows, bicycle paths, or other bicycle facilities shall conform to the requirements set forth in the April 2011 FHWA Interim Approval for Optional Use of Green Colored Pavement for Bike Lanes (IA-14) as well as the June 2016 FHWA update: Official Interpretation #9(09)-86 (I) on Chromacity Requirements for GreenColored Pavement. 84-2.02G Paint
[Add the following:].

Waterborne traffic paint shall adhere to State Specification PTWB-01R2 (June 2022) 84-2.03 Construction
84-2.03A General
[Add the following:].

In order to ensure maximum possible adhesion, the pavement surface upon which the pavement markings are to be placed shall be properly cleaned from grease, oil, mud, dust, dirt, grass, loose gravel, and other deleterious material prior to the application of the thermoplastic pavement markings, and prime sealer.

The Contractor shall furnish and apply traffic stripes and pavement markings shown on the plans or where directed by the Engineer. The Contractor shall be responsible for the completeness and accuracy of all layout alignment and spotting. The Contractor shall layout or "cat track" proposed marking for approval by the Engineer or his designee prior to performing actual marking placement. No work shall commence without said approval.

The Contractor shall "cat track" for striping and markings no later than 24 hours after the application of the slurry/ACSC (if applicable). Solid and dashed bike lane striping as well as bike lane buffers and crosshatch markings in those buffers, shall be cat-tracked as to be able to see the beginning and ends of the transitions of all detail 39 and Detail 39A striping as the locations of all crosshatch markings. The bike lane and bike buffer cattracking shall be cat-tracked in such a way as to be able to see the continuous facility. If the bicycle lanes and buffer are not cat-tracked to the satisfaction of the Engineer, the Contractor shall re-do the cat-tracking until the Engineer is satisfied and the Engineer will not review the cat-tracking otherwise.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-43
The Contractor shall mark, or otherwise delineate, the new traffic lanes and pavement markings directly after the removal of the existing striping and markings. The Contractor shall modify the cat-tracking as directed by and to the satisfaction of the Engineer prior to striping and no additional cost shall be allowed for striping revisions directed by the Engineer.

Newly placed traffic stripes and pavement markings shall be protected from damage by public traffic or other causes until the paint or thermoplastic (hot-applied or preformed) is thoroughly dry.

Thermoplastic and paint shall be placed as close as possible to utility structures without covering them.

The Contractor shall perform all layout, alignment, and spotting of control points spaced at 100 feet on tangents and 50 feet on curves.

Thermoplastic, preformed or hot applied, shall not be installed on concrete unless approved by the Engineer.

Unless otherwise specified on the plans, all traffic stripes (single, double, or pairs) shall be 6” minimum width and comply with latest edition of Caltrans Standard Plans.

Pavement Marking Guarantee
The pavement marking material furnished and installed under this contract shall be guaranteed by the Contractor against failure due to blistering, bleeding, excessive cracking, staining, discoloration, oil content of pavement materials, smearing or spreading under heat, deterioration due to contact to oil or gasoline drippings, chipping, spoiling, poor adhesion resulting from defective materials or methods of application, loss of reflectivity, from traffic and wear for a period of one year. 84-2.03C Application of Traffic Stripes and Pavement Markings 84-2.03C(1) General
[Add the following:].

The Contractor shall apply the first application of paint for traffic striping and shall install thermoplastic (hot-applied or preformed) markings no sooner than seven (7) days following the application of new slurry/ACSC (if applicable).

Any painted curb removed or damaged during construction shall be repainted in kind (i.e. red, yellow, green, etc.).

The completed pavement markings shall have clean and well-defined edges. The maximum deviation from the designated position of the stripe marking shall not exceed 1/2" in any 100-foot length of stripe, including gaps. Pavement markings shall conform to the shapes and dimensions of the markings as designated on the State Standard plans.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-44
Advance spotting of angle points, end points and other control points shall be performed by the Contractor and be approved by the Engineer.

Any damage to the newly placed marking due to the failure of the Contractor to protect the work shall be repaired by the Contractor at no additional cost.

The contractor shall not place pavement markings and markers on any manhole, valve, anode, detector handhole, or monument rim and cover. For lane striping, placement of markings or markers shall discontinue on the rim and cover and shall continue along the same alignment, as shown in the drawings.

Any cover marked during the construction of the project shall be restored to its original condition or replaced, in kind, at the contractor’s expense. 84-2.03B(2) Thermoplastic
84-2.03B(2)(a) General
[Remove the following:].

Apply thermoplastic in a single uniform layer by spray or extrusion methods [Add the following:].

Apply thermoplastic by extrusion methods or using preformed markings according to the plans and per direction of Engineer. Thermoplastic shall not be installed when the temperature of the pavement is less than 50 degrees Fahrenheit to prevent weak bonding.

Prior to installing the thermoplastic on concrete, the Contractor shall use concrete binder and prepare concrete surface for binder to facilitate proper adhesion of thermoplastic onto concrete.

All pavement marking arrows and words shall be thermoplastic unless otherwise noted on the plans or directed and approved by the Engineer.

All white lines that are adjacent to green preformed thermoplastic such as detail 39A (conflict zones) or detail 38/38A (for bike boxes), etc. shall be thermoplastic.

Preformed thermoplastic including green non-slip and non-skid preformed thermoplastic for bicycle facilities on asphalt or on concrete shall be installed per manufacturer’s specifications. If using a radiant heater and if the corundum sinks below manufacturer’s specifications, additional hand casted corundum shall be added to the surface before the preform thermoplastic cools. If installed on concrete, contractor shall use concrete binder per manufacturers specifications and contractor shall clean and prepare concrete surface for binder and preformed thermoplastic installation to facilitate proper adhesion to concrete per manufacturers specifications and instructions.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-45
Newly placed thermoplastic pavement markings shall be protected from damage by public traffic or other causes until the thermoplastic (hot-applied or preformed) is thoroughly cool and dry. Thermoplastic that is deformed, marked, or damaged by traffic due to improper installation or because the thermoplastic was not allowed to cool will be removed and reinstalled at the expense of the contractor and to no additional cost for the City.
84-2.03B(2)(c) Sprayable Thermoplastic
[Remove section 84-2.03B(2)(c) in its entirety].
84-2.03B(6) Paint
[Remove the following:].

Apply traffic stripes and pavement markings in 1 coat on existing pavement surfaces, at an approximate rate of 107 sq ft/gal.

Apply traffic stripes and pavement markings in 2 coats on a new pavement surface. The 1st coat of paint must be completely dry before applying the 2nd coat. [Add the following:].

Apply painted traffic stripes and/or pavement markings in 2 coats on all existing and new pavement surfaces, each coat at an approximate rate of 107 sq ft/gal. The 2nd coat of paint shall be applied no earlier than 3 days after application of the first coat, unless otherwise approved by Engineer.

Newly placed painted traffic stripes and pavement markings shall be protected from damage by public traffic or other causes until the paint is thoroughly dry.

All white lines that are adjacent to green preformed thermoplastic such as detail 39A (conflict zones) or detail 38/38A (for bike boxes), etc. shall not be paint and shall be thermoplastic.
84-2.04 PAYMENT
[Remove the following:].

A double traffic stripe consisting of two-6-inch-wide yellow stripes are measured as 2 traffic stripes except for painted traffic stripes and sprayable thermoplastic traffic stripes.

A double sprayable thermoplastic traffic stripe consisting of two 6-inch-wide yellow stripes are measured as single traffic stripe.
[Add the following:].

Pairs of traffic stripes or pairs of double traffic stripes for purposes such as centerlines, two-way left turn lanes, striped medians, etc. shall be measured as a single line from the beginning to the end of the extents of the stripe, and shall not be measured as total length of all stripes.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-46
Dashed traffic stripes for purposes such as centerlines and lane lines shall be measured as a single line from the beginning to the end of the extents of the stripe inclusive of gaps, and shall not be measured as total length of all dashed stripes.

Payment for the proceeding shall be per the Lump Sum bid fee for Signing and Striping and additional compensation shall not be allowed. The Lump Sum price shall include full compensation for furnishing all labor, material, tools, equipment and incidentals, and for doing all work involved as specified on the Plans and these Specifications. 84-9 EXISTING MARKINGS
84-9.03B Remove Traffic Stripes and Pavement Markings
[Replace in its entirety with the following:].

All striping and pavement markings must be removed to the fullest extent possible from the pavement by wet sandblasting with immediate cleanup of residue. No "blacking out" or temporary covering will be allowed. Such removal shall be by a vacuum attachment operating concurrently with the blast cleaning operations without damaging the pavement and subgrade.

All pavement markers to be removed shall be removed without damaging the pavement and without removing pavement to a depth of more than 1/8 inch. Remove pavement markings such that the old message cannot be identified. Water must not puddle in the ground areas. Fog seal ground areas on asphalt concrete pavement.

Accumulations of sand or other material that might interfere with drainage or might constitute a hazard to traffic will not be permitted and shall be removed immediately.

Traffic stripes and markings shall be removed before any change is made in the traffic pattern and before painting new stripes and markings.

Where blast cleaning is used for the removal of traffic stripes and pavement markings or for removal of objectionable material, and such removal operation is being performed within ten feet of a lane occupied by public traffic, the residue including dust shall be removed immediately after contact between the sand and the surface being treated.

After removal of existing markers and striping, temporary markers and striping must immediately be in place until such time where the final markers and striping can be placed.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-47
84-9.04 PAYMENT
[Replace in its entirety with the following:].

Payment
Payment for the proceeding shall be per the Lump Sum bid fee for Signing and Striping and additional compensation shall not be allowed. The Lump Sum price shall include full compensation for furnishing all labor, material, tools, equipment and incidentals, and for doing all work involved as specified on the Plans and these Specifications.

Bid Item Nos. 12, 18, 25, and 33:

INSTALL LANE MARKINGS, STRIPING, PAVEMENT LEGENDS, BLUE RAISED PAVEMENT

MARKERS (BRPMS), RAISED PAVEMENT MARKERS (RPMS), AND ALL THERMOPLASTIC

MARKINGS, INCLUDING GREEN THERMOPLASTIC MARKINGS AS SHOWN ON SIGNING &

STRIPING PLAN OR PER EXISTING LAYOUT
Measurement and Payment for “Install Lane Markings, Striping, Pavement Legends, Blue Raised Pavement Markers (BRPMs), Raised Pavement Markers (RPMs), and All Thermoplastic Markings, including Green Thermoplastic Markings as Shown on Signing & Striping Plan or Per Existing Layout” shall be included in the Contract price bid per Lump Sum (LS) and shall include full compensation for removal of existing striping, legends, markings, and RPM’s; placement of all temporary striping, placement of all permanent striping, green thermoplastic markings, signage, pavement legends, and RPM’s pursuant to the Plans and these Special Provisions and Caltrans Standard Specifications and Plans; and furnishing all materials, services, tools, labor, equipment and incidentals as necessary to perform all the work involved and required and no additional compensation will be allowed.

Bid Item No. 11A:

PROCURE AND INSTALL GREEN K-71 SELF RE-ERECTING FLEXIBLE MARKER POSTS (INCLUDES ALL APPURTENANT PARTS AND EQUIPMENT TO PROPERLY INSTALL THESE K-71

MARKER POSTS)
Measurement and Payment for “Procure and Install Green K-71 Self Re-erecting Flexible Marker Posts (includes all Appurtenant Parts and Equipment to Properly Install these K-71 Marker Posts)” shall be included in the Contract price bid per Each (EA) and shall include full compensation for necessary removals, parts and equipment to properly install, and furnishing all materials, services, tools, labor, equipment and incidentals as necessary to perform the work involved and required, and no additional compensation will be allowed.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-48
Bid Item No. 11B:

PROCURE GREEN K-71 SELF RE-ERECTING FLEXIBLE MARKER POSTS (INCLUDES ALL

APPURTENANT PARTS AND EQUIPMENT) THAT WILL BE USED AS SPARES AND STORED IN THE CITY’S CORPORATION YARD
Measurement and Payment for “Procure Green K-71 Self Re-erecting Flexible Marker Posts (includes all Appurtenant Parts and Equipment) that will be Used as Spares and Stored in the City’s Corporation Yard” shall be included in the Contract price bid per Each (EA) and shall include full compensation for parts and equipment for each K-71 marker post and includes furnishing all materials, services, tools, labor, equipment and incidentals as necessary to perform the work involved and required, and no additional compensation will be allowed.

DIVISION X ELECTRICAL WORK
All electrical equipment, materials, and work shall be in accordance with the general specifications (Section 86 “General”) and Section 87 “Electrical Systems” of the latest edition of the Caltrans Standard Specifications (including the Revised Standard Specifications) as modified within these Special Provisions.

The Contractor shall furnish all material, services, labor and equipment necessary for the required work.

These special provisions set minimum requirements on material characteristics of the pavement marking products. Requirements concerning application and contractor warranties shall be maintained to secure acceptable performances. 87 ELECTRICAL SYSTEMS
87-1 General
87-1.03 CONSTRUCTION
87-1.03V Detectors
87-1.03V(2) Inductive Loop Detectors
[Add the following:].

Where no video detection exists or is planned, all advance loops and stop bar loops, except bicycle loops or the front-most loops, shall be Type E. All bicycle loops including the front-most loop of every lane shall be Type F per latest Caltrans Standard Plans.

Bicycle loops shall be modified Type F loops to fit within the bicycle lane. All left turn lanes shall have four stop bar loops and all through lanes shall have two stop bar loops.

Right turn lanes shall have two loops (on delay setting), unless otherwise specified on the plans.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-49
Inductive loops at the limit line shall not be installed for approaches with existing or planned video detection. For locations with existing or planned video detection, advance loops shall only be installed if existing conditions such as a horizontal curve or another obstruction prevents the radar zone from being picking up vehicles at the proper setback distances.

Payment:

BID ITEM NOS. 9 AND 31: INSTALL TYPE “D” TRAFFIC SIGNAL LOOPS BID ITEM NOS. 10 AND 32: INSTALL TYPE “E” TRAFFIC SIGNAL LOOPS BID ITEM NOS. 19: INSTALL TYPE “F” TRAFFIC SIGNAL LOOPS Payment for “Install Type ‘D’ Traffic Signal Loops,” “Install Type ‘E’ Traffic Signal Loops,” and “Install Type ‘F’ or modified Type ‘F’ Traffic Signal Loops” shall be per Each (EA) bid price and include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved as shown on the plans, the specifications, these special provisions, and as directed by the Engineer and no additional compensation shall be allowed
[Add the following section:].
87-9 FLASHING IN-ROADWAY LIGHTS
87-9.01 General
The existing in-roadway lights at the intersection of Placentia/20th will be removed and replaced with new. The In-Roadway Lights shall be Lanelight XW or approved equal with at least 22 uni-directional lights for asphalt installation. Contractor shall furnish all necessary cables and appurtenances to connect to existing flashing beacon system.

Payment:

BID ITEM NO. 20: REMOVE EXISTING AND INSTALL FLASHING IN-ROADWAY LIGHTS ACROSS PLACENTIA AVE. AT W. 20TH ST., INCLUDES STREET

PAVEMENT WORK AROUND THE IN-ROADWAY LIGHTS
Payment for “Remove Existing and Install Flashing In-Roadway Lights” shall be per Lump Sum (L.S.) bid price and include full compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for doing all the work involved as shown on the plans, the specifications, these special provisions, and as directed by the Engineer and no additional compensation shall be allowed.

ADDENDUM NO. 2
Project and Specification No. 22-08
SP-50
PART 8

LANDSCAPING AND IRRIGATION
SECTION 801 – INSTALLATION
[Add and/or replace the following:].
801-4 PLANTING
801-4.5.1 Root Pruning and Root Barrier
Where shown on attached spreadsheets, tree roots shall be cut and removed to a minimum depth of six inch (6”) below the subgrade of proposed new construction. Root barriers shall be installed adjacent to the proposed new construction to existing trees of trunk diameters of more than six inches (6”). Installation of root barriers shall be per manufacturer’s recommendations and guidelines under the following.

Root removals and barrier installation shall be completed on only one side of the tree where reconstruction is proposed.

Notify the Engineer if an abundant amount of roots has been removed or if roots are two (2) inches or more in diameter that are to be removed.

Root Pruning
Roots shall be pruned adjacent to the edge of the sidewalk, curb and gutter or other improvements as indicated by the Engineer. Root pruning cuts adjacent to the sidewalk shall be four inches (4”) wide, twelve inches (12”) deep, and minimum of eight feet (8’) in each direction from the centerline of the tree as measured from the top of the sidewalk or other improvements. Root pruning cuts adjacent to the curb shall be four inches wide, eighteen inches (18”) deep, and a minimum of eight feet (8’) in each direction from the centerline of the tree as measured from the top of the curb or other improvements.

Root pruning equipment shall be specifically designed for this purpose with cutting teeth sharpened adequately to sever roots in a clean manner and equipped with padded tracks or rubber tires to prevent scarping or marking the sidewalk.

After the pruning cut has been completed, the Contractor shall install the appropriate amount of root pruning barrier by Deep Root Corporation, or an approved equal. All cuts shall be backfilled immediately upon completion of root pruning and barrier installation at each location. Backfill material shall consist of soil and/or mulch from root pruning and shall be free of rocks and other debris. All debris generated by these operations shall be immediately removed from the site and properly disposed of by the Contractor.

The Contractor shall repair or replace all utility service connections or sprinkler systems within the right-of-way that are damaged or removed as a result of the root pruning operation. Repairs shall be implemented immediately and completed by the end of the ADDENDUM NO. 2
Project and Specification No. 22-08
SP-51
same working day. Repairs and replacements shall be at least equal quality and configuration to existing improvements and shall match them in finish and dimension.

The Contractor shall be responsible for contacting Underground Service Alert (USA) or Dig Alert by dialing “811” for locating underground utilities prior to the beginning of the root pruning operation.

Root pruning shall not take place if the tree has a lean. Notify the Engineer if a tree is leaning.

Root Barriers
The contractor shall furnish and install root control barrier. The root control barrier shall have a minimum depth of eighteen inch (18”) with a minimum thickness of 0.06”. Root control barriers shall be sixteen feet (16’) long in one continuous piece (preferred).

Combinations of pieces shall be one eight foot (8’) panel and two – four foot (4’) panels; eight foot (8’) panel shall be on center of each tree and as directed by the Engineer.

Root barriers shall be securely fastened with adhesive at joint points. All materials must be maintained in good condition from delivery to completion of installation. If any defects are found, the defected panes must be removed and replaced at no additional cost to the City. All other details for installation are detailed in the Standard Plan No. 523-2 of the current Standard Plans for Public Works Construction. No root control barriers are needed around existing palm trees.

The Contractor shall be responsible for protecting and supporting all existing utilities.

When damage to existing utilities is caused by the Constrictor’s operations, the Contractor shall, at his expense, repair or replace damaged facilities promptly, in accordance with Section 5 and 306 of the Standard Specifications and the standards of each affected utility. Should the Contractor fail to perform the required repairs or replacements, the cost of performing such repairs or replacement by others shall be deducted from any monies due or to become due to the Contractor.

Root barriers shall not be installed on the non-lean side of a tree.

ADDENDUM NO. 2
SECTION “G”
APPENDIX “A”

PROJECT LOCATION MAP
ADDENDUM NO. 2
PLACENTIA AVENUE, WEST 19TH STREET, AND EAST 17TH STREET

PROJECT LOCATIONS MAP
ADDENDUM NO. 2
Placentia Avenue
Adams Ave. to W. 16th St.

ADDENDUM NO. 2
West 19th Street
Sundance Dr. to Park Ave.

East 17th Street
Newport Blvd. to Fullerton Ave.

ADDENDUM NO. 2
SECTION “G”
APPENDIX “B”

ENGINEERING AND STRIPING
PLANS
ADDENDUM NO. 2
ADDENDUM NO. 2
ADDENDUM NO. 2
ADDENDUM NO. 2
ADDENDUM NO. 2
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ADDENDUM NO. 2
ADDENDUM NO. 2
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%(%16 %9)" )00-6 %9)" 1%'%57,85 &09(" 9-'735-% 67" #$7, 67" &)%', &09("
1%+230-% 67"
&533,8567 67"
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#$7, 67" 453.)'7 '355-(35
453.)'7 03'%7-32
WEST 19TH STREET BICYCLE

FACILITY BETWEEN MARINA VIEW

PARK AND PARK AVENUE
22-01
A2>? (-?5 >?=22? /60B082 3.0686?B
*
SEUNG YANG, CITY ENGINEER R.C.E #66786
JENNIFER ROSALES, TRANSPORTATION SERVICES MANAGER, T.E. #2761 22-08
ADDENDUM NO. 2
'
& '
7D;B?=% 4;A@>CDB@; 1*0.0*),) :' 7D;B?=HCC< 3G='% 8F@E= 39=A2 #/),$ -/+&(+)/ 5;I2 #/),$ -/+&1-+, (-?5 >?=22? /60B082 3.0686?B <=;720?
>64:6:4 # >?=6<6:4 <8.:
>?.& ('+%''&'' ?; ((,%''&''
Remove R3-7 sign
To be completedper this sheet
2 Install Detail 41 (57LF)
Install preformed greenthermoplastic bike lanearrow and bike lanesymbol with person *
"STOP" pavementmarking 8' from stop bar
preformed thermoplasticpavement marking
with thermoplastic detail 39A
192 SF
SUPERCEDED BY SHEET SS-02
@ 4' spacing O.C. (2'gaps)
SEUNG YANG, CITY ENGINEER R.C.E #66786JENNIFER ROSALES, TRANSPORTATION SERVICES MANAGER, T.E. #2761 Delineator to bereplaced
ADDENDUM NO. 2
ADDENDUM NO. 2
ADDENDUM NO. 2
ADDENDUM NO. 2

FOR REFERENCE ONLY

IN-ROADWAY LIGHTS
ADDENDUM NO. 2
SECTION “G”
APPENDIX “C”

CITY AND CALTRANS

STANDARD DRAWINGS
ADDENDUM NO. 2
US

VERTICAL DELINEATION
ADDENDUM NO. 2
K71 Traffic Post US

SELF RE-ERECTING MARKER POSTS

ONE OF A KIND

BICYCLE LANES

BRIDGES

CHANNELIZATION

WORK ZONES

CROSSWALKS

URBAN AREAS

TECHNOLOGY FOR OUR TIMES

TEMPORARY OR PERMANENT

MULTI APPLICATIONS
usreflector.com
ADDENDUM NO. 2
K71 Traffic Post US
Over the past 20 years, US Reflector K71 bicycle lane posts have helped redefine bike lanes across north America. The K71 bollards are stronger than the flexible thinner posts commonly used and provide a much greater visual separation of traffic and bicycle lanes day & night with 2 high power reflective collars 4 inch wide each.

The K71 post has become part of the Vision Zero program helping redefining safer roadways for the future. Easy to install and maintain, the K71 post 7.5 inch diameter helps motorists and bicyclists identify bike lanes from standard thin construction posts.

Bicycle impact safe, collapsible, no sharp objects, 29 inches height for safe handle bar passage, Installation: Quick and easy single point anchoring Protected Bike Lanes
Bicycle and Pedestrians
Bold Measures take Bold Product Solutions
Watch Protected Bike Lanes Video
https://www.youtube.com/watch?v=5e713fusSdw usreflector.com ADDENDUM NO. 2
K71 Traffic Post US
ALL-ROUND RUGGEDNESS single piece design, self-re-erecting Marker Post.

K71 Self Re-Erecting Marker Posts are built to resist impacts over 65 m.p.h.. continuously without damaging the post or vehicle. Designed for superior traffic control, the K71 Marker Post "gives" under impact and re-erects into its vertical position without the use of springs or pivoting devices.

The K71 Marker Post takes just seconds for removal and re-installation, protects work site personnel and provides long-term safety for all road users.

The K71 flexible marker post is a single piece
design traffic calming device that is manufactured
with a unique blend of polyethylene and UV inhibitors. The combination of these materials offers exceptional softness characteristics and remarkable re-erecting memory.

Strong and durable with no springs or pivoting
devices, the K71 takes just seconds for removal
and re-installation. Bright vibrant colors and 4 inch
reflective collars bring extra clarity to all types of
safety installations. The K71 can be utilized in a
wide range of safety enhancement applications
temporary or permanent with the use of optional
attachments.

Self-Re-Erecting Marker Post, both rugged and flexible, withstands pulling, shearing and folding forces. Impervious to weather and temperature differences.

K-71 Posts are designed with a single point anchor system that promotes quick installation and removal. K-71 post can be anchored directly to a road surface or glued to the surface using an optional disk plate. The K-71 anchor sleeve adhesive system ensures a sealed surface bond eliminating water infiltration; unlike lag bolts and lag shields No anchor hardware required
The K71's anchor attachment
system is built into the inside of the post
eliminating the problems of lost or
missing hardware. All that is needed
is a T-bar for installation and removal.

Recessed collars provide long
reflective film collar life by allowing the outer post to protect the collars from shearing.
4” x 22”
Reflective
collars x 2
Reinforced ribs
for improved
resistance
Single point
anchoring
Rubber Base Channelizers‎
K71 FLEXIBLE POST

SELF RE-ERECTING ALL AROUND RUGGEDNESS

SINGLE POINT ANCHORING SYSTEM
Optional connection solutions
• Glue down Rubber base
• Channelizers
usreflector.com
ADDENDUM NO. 2
K71 Traffic Post US
One piece anchoring
Designed for quick and
effortless intervention.

Reflective film
Recessed collars for
reflective film protection.

Excellent resistance to
impacts
K71 Flexible Posts continue to
perform even when struck at
speeds exceeding 65 m.p.h.
with their specially designed
anchored base.

Easily Reusable
The Flexible Marker Post can
be used multiple times by
simply adding new sleeves in
different locations.

Temporary Markers
Promote traffic flow while
enhancing safety without
having to worry about
fallen or stolen barrels or
cones.

UNIVERSAL - RUGGED - COMPACT - DURABLE - FLEXIBLE - SOFT Anchor Sleeve Installation

INSTALLATION AND HARDWARE
Drill
1-2 min
Clean
5 Sec
Watch installation Video
https://www.youtube.com/watch?v=UQ-W3z3wltM&t=2s
Adhesive
15-30 seconds
Insert Sleeve
< 1 minute
Position
15 seconds
Install post
15 seconds
usreflector.com
ADDENDUM NO. 2
K71 Traffic Post US
K71 Post Rubber Base Channelizer
Ref Description Part Number
1 K71 Traffic Post 4A-0400
2 Metal anchor sleeve (For asphalt & concrete) 4A-HDW-0926 3 Nylon reinforcement screen (For asphalt only) 4A-C-HDW-0930-SCRN 4 Post cap (Optional) 4A-0400-CAPS
5 Rubber base (Use for glue down or portable weighted) 4A-0400-BASE-K71/K72 6 Anti-Debris Set Screw (Protect anchor sleeve during post removal) 4A-HDW-0935-M 7 T-Bar use for installation & removal of K71 Post 4A-HDW-0925 8 Wire brush for hole cleaning debris 4A-HDW-1inch-brush 9 Air Pump gun for cleaning hole 4A-ADH-Air-Pump-HT
10 2 Part adhesive for bonding metal anchor sleeve 4A-ADH-HY200R-112-1 11 Replacement nozzle for 2-part adhesive 4A-ADH-HY200-NOZ 12 Manual pump gun for injecting 2-part adhesive 4A-ADH-RE500-DISPENSER With Red Cartridge
13 Channelizer available in white and yellow EVA-C-12262-W-YK71-YHI

INSTALLATION MATERIALS

SPECIFICATIONS
1 2 3 4 5
7 8 9
11 10
12 6
Film width
4”
Film width
4”
Ø7.50”
29”

11.75”

0.15 0.95

30.25”
39”
3”
usreflector.com
ADDENDUM NO. 2
$(/0-
+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-
+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-
+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-
+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-
+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
$(/0-
+ /, %&'*( ,)
#,+/(+/.

ADDENDUM NO. 2
<Wb_\ehd_W FNM<= /-.1 >Z_j_ed
&?AP:wi FNM<= /--6 >Z_j_ed) _dYbkZ_d] K[l_i_edi . $ /) Wi Wc[dZ[Z \eh ki[ _d <Wb_\ehd_W' <^Wfj[h 0; s IWl[c[dj WdZ <khX FWha_d]i Gel[cX[h 4) /-.1 IWhj 0 s FWha_d]i
IW][ 43-
ADDENDUM NO. 2
ADDENDUM NO. 2
ADDENDUM NO. 2
ADDENDUM NO. 2
-··
j--l OF STREET
601 R
10 1 2d 201 td
1--l
I

PARKWAY I
V411PER FT.
2 °
/o
1 /4' PE� FT.. L J• ... --ll
2"
. ll� k-l OF STREET a--t_
w I I . I ...

I� so' I I
�
1� w
w 5' 20' 20' 5 !
1 3'
I�•�}<- · --,zl
I � 1 �., 3 TYPE"c-a" cuRa a SUTTER , �
,. • Q I
I� 1���FT.
_ 2% , 2
°b� �I§ J
I => ·1.��--�--,-····· . .__ �� _f 5 I
_y4-4 s
·
I 6.fi,.�
4 2 4
NOTE:
50' R/W TO BE USED WITH CITY COUNCIL APPROVAL ONLY.

CD
®
©
©
A5PHALTIC CONCRETE PAVEMENT ( 4• THICKNESS). ACTUAL THICKNESS TO 8[ DETERMINED AFTElt ltOUOH GftADING.

CRUSHED" A8GREGATE USE I a• THICKNESS). ACTUAL THICKNESS TO BE DETERMINED AFTEJl-ftOUOH-GIIADlN
TYP! "c-•• Oft •c-g• CURii AHD BUTTER PER STD. DWfil, NO • .!S_. 4• P.C.C. SIDEWALK PEit STD. DWG. Ho: 411.

DRIVEWAY LOCATIONS AND SLOPES SHALL BE APPROVED BY THE CITY ENGINEER ON STREETS WITH 501 R/W.

CITY OF COSTA MESA . TYPICAL SECTION
60 1 a 50
1 RESIDENTIAL STREETS
DRAWN J.C.8.

CALIFORNIA
PUBLIC SERVICES DEPARTMENT APPROV;;;
BRUCE i!§.��U�,S�S- O. MATTE � - -
SCALE�
STD. DWG, NO.
114
ADDENDUM NO. 2
l-£. ALLEY
20'
201 �L·Y£L LINE
------ ---- -
� (. ALLET
.
1'-6" 1'-6"

DETAIL OF
'·v" GUTTER
r"F,L.

1.CONCRBTB SHALL BE 560-C-3250 PER CURRENT EDITIOli
OF STAHDARD SPECIFICATIONS SEC. 201-1.

2. ALLEYS SHALL NOT RECEIVE STREET DRAINAGE.

3. ALLEr APPROACH SEE CITY STD. owe. 51.C •

4. PLACED
1/ 4 DCB TJUWSVERSB EXPANSI:OH JOINTS SMLL BE
PLNl'B JOINTS SHALL
AT 40' INTERVALS

BE PLACED
AND 1/B
AT
'"x 2•
10' IN'l'ERVALS
W"'...AltBNED
IR
nm
DNG.
p.c.c. •v• GOTTO, l'OR DC'l'AILS SU C.I'l'Y STD.

NO. JU.
101

CITY OF COSTA MESA

CALIFORNIA
TYPICAL �ECTION

ALLEY AND V
11 GUTTER

ENGIEERING DEPARTMENT
OllilWN �
ICAI.I �
STD. DWG. NO.
, '8
ADDENDUM NO. 2
PARKWAY WIDTHS:
5 1 FOR 50 R/W
101 FOR so' R/ W
7 1 FOR 841 R/W 7' FOR 1061 R/W
8 1 FOR 1201 R/W
I,
PLAN
·WIDTH-··

CASE IV
CURB RADIUS ( SEE NOTE 2 )

CUT OFF ( SEE NOTE I )
NOTES:

I. THE PROPERTY LINE DIAGONAL CUT-OFF IS
A STRAIGHT LINE DRAWN BETWEEN llfE

R/W LINES ( OR PUE LINES, IF EXISTING)
AT THE BC R. AND ECR.

2. ALL CUfiB RETURN RADII SHALL BE 251
UNLESS BOTH STREETS ARE ON THE MASTER PLAN OF HIGHWAYS, AND THEN THE DIAGONAL CUT-OFF SHALL BE FOR A 3S'
CURB RETURN RADIUS.

3. ALL 501 STREETS REQUIRE A 3
1 PUBLIC
UTILIZATION EASEMENT, SEE STD. OWG· NO.
114.

ADDENDUM NO. 2
?AVEl.!ENT WIOTk
Ol�ENSION PER 0LAN I.;•• :,•r
�--1111'"1 )11111���---L
R=D.5" R=0.5" ---===l=��----...:.��---
V. ·:-:-:->
......
.
.
. �- �
i. ·. -: >:.:.:.:.
\.

FIN I SHED Sl.fiF AC
E
_
__ ::_..._-1 i) I?:\{'
'.
��; ....
0 z
...
...

U)
TYPE �A• CURB

PAVEMENT WIDTH

OIJIIENSION FER PLAN
....
::I.
a: ...
a.
. . .. . . . . .
.
. .. . \ .
.
. . . \ . . . .
. �. : . : r: . : . : . : . . . . . . . . .
. .\, .
.
. .
�-
·.� •
): ..
.
.
.
..
.
..
: ·
. : . · .
. . ·
:_ :
·\
:
·
.
.
.
·.
� \
�
I. 5" e,••
.
.
1>"-. • ••• •. . •
R=0.5"
.. ·.}·. I f· ·-b" ...: . . . . I .
...: FINISHED SURFACE I u · ·. �· ·. ·
,
�·�· ·
.
0•
TYPE 118
11 CURB
Rt. VISED 4-16-86
___ , ____ .._�.._·
.
__ ·
._·._�-· ..... -· . .__·.,__. __ __
�TES
11 u.....__ 4 X 9" LG. DOWEL
AT 4'-0" Q.C.

1. 1/4" ExPANSl{'OI JOINTS SHALL BE PLACED AT 40' INTERVALS .AHO AT ALL UJEDIAN NOSES. 1/8" x 2" wEAKENEC l"LANE � "�ASTI.: :c,,,nicL jDflin SMLL BE PLACED "1 10' INT!:'.RVALS.

FOR DETAILS SEE STD. OMG. 'IQ. 314.

2. IXYIIELS FCA 'TYPE "B" O.RB "-\Y BE DELETto •HEN EXTRUOED CDNCRETE IS EIOHOEO TO lltE PAVEJ,16NT WI TH lJ'PAOVEO A[)l,<ES I VE, EXCEPT n,E I SLANO NOSES IIHIOI SHALL BE DOWELED.

3. WHERE MEDIANS ARE LNICSC-"PEO, ClJl'l8 S"IALL EXTEND 6" BELOW SUB-GAAOE AHO BE BACKED WITH-" 20 MIL PL,.STIC "'OISTURE BARRIER THAT OOEHOS 6" BELOW Ct.RS.

C.F. AHO H SHALL BE "ER "'LAN.
�. THESE CURBS ARE NON-w>-ER CARRYING. TRANSITION TO TYPE "C" CUR8 00 GUTTER PER PLAN.
). COtCRETE SMLL BE S"oo-C-3ZSb;.ER CUl'lREN"f EOITH)N OF STAHOf,RO SPECIFICATIONS FOR PuBLIC llOQKS C()ISTRLCTIC'N 5EC. 201-1.1.:.

CITY OF COSTA MESA
CALIFORNIA fA,/N
PUBLIC SERVICES DEPARTMENT •
1111.awa D)ff:

SCALI NONE.
srD.DIIW.NO.
311
ADDENDUM NO. 2
·_,r
· -�
FlNISHED

SURFACE
NOTES:

FINISHED

SURFACE
PAVEMENT WIDTli DIMENSION PER PLAN
,._ "
CRUSliED AGGREGATE BASE
t-2 � ..

CONC. PER LIN. FT. :s O.OGOB4 CU. 'Q)S.

I Cll YD. • 19. 79S� UN. FT.

TYPE 1
'c-61
CURB a GUTTER

RWEIIEHT WIDTH DIMENSION PER PLAN
21-011
N
R=I"
CONC. PEii LIN. FT. • 0.0S41S CIL YDS.

I CU. YD. • 15.!50 LIN. FT.

TYPE 'c·S-CURB a GUTTER
2"
s"
6"
••
•
• i>- •••••
. . . . . .

R=Y2·
I. l/4• EXPANSION JOINTS SHALL BE PLACED AT 401 INTERVALS AND. AT ALL B.C.R.' S E.� ANO 1/S'x 2 11 WEAKENED PLANE OR PLASTIC CONTROL JOINTS SHALL BE PLACED AT 10' INTERVALS. FOR DETAILS,° SEE STD. _DWG. NO. 314.

2. CONCRE TE SHALL BE S"6o·C!-'3.i5'"c, PER CURRENT EDITION OF STANDARD. SPECIFICATIONS FOR PUSLIC WORKS CONSTRUCTION SEC. 201-1.1.2.

3. SUBGRADE RELATIVE COMPACTION SHALL NOT BE LESS THAN 90 % .

ADDENDUM NO. 2
�VERTICAL OBSTRUCTION
\�·· x It
W+Y

OF DEPRESSED CURB
x
�Z (W+Y) Yz SEE BELOW (W+Y)
FLOW LINE OF GU'l'TER
ft' C.4.8. INJN.) SECTION A-A
x
1/z (W+Y)
I. FOR Cl.RB ANO GUTTER DE TAILS,
SEE STD. OWG. NO.�

2. FOR JOINT DETAILS, SEE STD.

OWG. NO.�
W+Y
PLAN

3. CONCRETE TO BE 360-C-32.fi:J, PER CURRENT EDITION OF STANDARD SPECIFICATIONS FO'R PUBLIC WORKS CONSTRUCTION SEC. 201-1.1.2

4. ALL DRIVEWAY LOCAT IONS AND DIMENSIONS

SHALL BE APPROVED BY TRANSPORTATION

SERVICES ENGINEER ,
1/z (W+Y)
DIMENSIONS:
% MIN. TO t. PRODUCED
x

SEE BELOW
W = 101 MIN.-161 MAX. FOR RESIDENTIAL
DRIVEWAYS IN R-1 ZONE • Y: 0.

W= 161 MIN.-26' MAX. FOR OTHER
· DRIVEWAYS.

X= 4
1 FOR 6
1 1 CURB FACE.

X= 5
1 FOR 8
11 CURB FACE.

CITY OF COSTA MESA

CALIFORNIA

DEPRESSED CURB

FOR DRIVEWAY APPROACH
PUBLIC SERVICES DEPARTMENT.

ADDENDUM NO. 2

EXMNSION JOINT FILLER
l/411 EX�NSION JOINT
40' INTERVALS
.
. ·
.�.·.· .... ·.
· .
·
.-.... · ·�·.· .·.
· ..
. ,.. ·.•·.·.•·.-
.
..
.... >
•• • •• ·.i.. ��-. ••
•
• • •••••• j.. •• •• • • •
. ,. .. "'"�� ... . . .
,:. ·
. ·. ·. . .
.
,:. • .,I__\.':>• c:..v- • • • . . . . . .: . . . .
·. �. ·
.
•
.
• "!-•. •.
·. ·. •!· . r • •
•
.
•
· .. :· .:· :· .)··:.<:·{·. ·
. >··:-. ··>:-... . :,.._::

CONSTRUCTION JOI NT
1/a" x 2
11 WEAKENED PLANE JOI NT
f 0' INTERVALS
ADDENDUM NO. 2
l
CURS e, BUTTER
.�
PK
., .. FOR SIDEWALK
TO CUR8.

PER FT.

COLO JOIHT

SECTION A-A
DIMENSIONS:

P'K• PAIIKWAY WIDTH
s "' SIDEWALK WIDTH I • &r/ ""'--PKsD" S •4 -4
&01 ff!W-PK•lo' 5,.4•_4•
s'
CR!i§HED AGGREGATE BAS£
( T MAX. AGGREGATE)
·� NW--PK• 7• S•41-4. RESIDENTIAL 1 6
1-4" COIIIIEIICI.AL II INDUSTRIAL
1061 NW--PK•71 1•41-4· JtEa_JD£lfTJAL. s'-4" CONMEIICIAL a INDUSTlt�L 1201 1\11'--PK••' 5•41-4• RESIDENTIAL I T'-4" CDIIIIERCIAL II INDUSTRIAL S'• 4
1 -0•
'--i. I
'
2"
- - - --- - - - - • � � "S U;'

LITY E'ASEIIENT REQUIRED FORD' PARKWAY
· 4 P.C.C. SIDEWALK t_
\: 10'. J. &UTTER + + 10' 10' 10 1 10' I 0 1
A,..._j
PLAN
NOTESt
I. Yl IXNJIIK* ,NHtlT8 IHM.L fl PLACED AT 40' fll'TEINAU AND AT THE END Of' ALL CUN ·I

IIETUIHIS,

1. '9" X � C ... TIIDL OR WDICEHED . PLANE JOIHTs SHAlL BE PLACED AT IO' l�ll'VAI.S a. DM111D9 ,Ng..,-. .. _,.flllD PLANE JOINTS "°" IIDhAUC IHALL H P'L.Aef:D TO COINCI. Wffll •Olll'R 0,, THS CUIII. "· l'M IJIMI I IIOli'"tlOINT MID RAICINID l'LANlt JODrr DETAILS, 11:E STD. DR. NO. I I 4, &. SIDEWALK THICKIIDS II 4• EXCll'T AT DIIIVDfA'n WHDI fT SHALL H a• THicic."9 ll COIICIIETE SIMU. ·al $!0-C-2�00 PEil CUltllENT EDfTIOH OF STANDAIID SPECIFICATIONS SEC .�01-1.1.z. 't 10• INTKll'VAL -81TWDN 'PIAIIIYQIIE JOINTS NAY II: YAIIIID. IF .IOllhNO DIITINO INNOVENINTI AND AP'PltOYED IY CITY "ENIINtllt.

L WID£N SIDEWALK TO FROVJDE MIH. CLEAR DISTANCE PER STD. DWG. NO,.!..Ll., t. ALL EXPOSED CORNERS OH SIDEWALK SHALL 9E ROUNDED OFF WITH 112• JIAOIIJS, EXCEPT AS OTHERWISE SHO"'" OH ST!>. IMO, HO • .ll!,
ADDENDUM NO. 2
DIMENSIONS:

PK•PAJltlC....r WIDTH
&o' RJW--PK :a 101
94' '1/W--PK:a 7'
10$
1R/W-PK" 7
1 12o' RIW--PK:a a'
V,j• �IOH JOINT
10' 10-'
PK

SECTION A-A
4• P.C.C. SIDEWALK
CURB a GUTTER
----1/a •x 2• WEAKENED
PL.AN JOINT DR PLASTIC _CEHlllOL 10' IO'
TREE WELL IILOCX OUT lALTERHA
419
l/4 • EXAINSION "OINT
10' 10'
401 1/9 • X 2•
l:OH1JIOL
NED PLAIIE Oii PLASTIC
JOIJfT
PLAN
NOTESr
I. kj EXPANSION JOINTS SHALL BE PL.ACE> AT 401 IHTEIIVAI.S AND AT TIC END OP" ALL CUii• RETUIIIII.

2. 11."xr' WEAICDED PUJIE 01'1 PLASTIC CONTRO.. JOINTS SHALL H PLACED AT 10' l�AU.

J. EXMNSIOII .tolllTI AND WUJ!EIED P'LANE .,OINTI JrOlt SIDEWAUC SHAU. 111:. P'LACED TO COINCIDE Wmt iKMNTS DI' 11C CUltl,
.... '°" DPIIUIIION .JOIW1' AND WUU:IID l"t.Allt: .,OINT DETAILS ,au STD. DW8. NO. J.U, a. IIDl!:IW.JC THICICNDS II 4• lXCIE"f AT DIIIVIWA'YI WHIEJltE IT IHAU. K •• THICIC. &. CONCRETE SHALL H UO C 2500 P£Jt CUftllt:NT EDITION 0, STANDARD SP£CIFICATIOHS FOii PUBLIC WOltlCS CO NST RUCTION SEC. 201- I. I .I.

7. TREE
Put PLAN.

WELL ILOC,COUTI TO 8! CONSTRUCT ED W/ LOCATION II SPACING 9, JO' JHTIEIIVAL IETW!llf TlltAHSYEltSE JOINTS MAY IIE YAlllED IF JOINING .... EXIITINO IIIPROYEMIIIT&.

9. AI.L EXPOSED CORNERS "ON SIDEWALK SHALL IE ROUNDED WfTH 112• JIADIUS,EXCEl'T AS OTH£IIIWISE SKOWII ON STD. DWGc�l'ii• 10, WIDIM SIDEWALK Ttl. PflO'YIDI 111111, STANct PEJt STD. DWG,N OL!.I.L..

TH A N ,

CITY OF COSTA MESA

CALIFORNIA
COMMERCIAL �.DEWALK DETAILS

PUBLIC SERVICE DEPARTMENT APPROVED

0...,, W. A.B.
,c:.u NONE
ADDENDUM NO. 2
�LIZATION
GUTTER
PLAN
NOTES1
L FOR STANDARD SIDEWALK DETAIU,SH STD. DW8. NO.fil AND/Cit �.

Z. FIRE lfflJRAHTS SHALL l!IE 2' CLEAR r:FF OF TH£ CUR.8 FACE.

3. 110 Y!Rl'ICAL Ol!ISTIIUCTIOH WITHIN � CLEAR OF DIIIYEWAY TOP OF •x:

4. :=-:r.,f.0��111.ffT8'"aR#AoWo aV'foc�ofaid.LTINATE LOCATIOH, :S, AMO POLES, GUT AJIClf(lftS, MD ST.11£lT LIG"TS SHAU H 111• Cl.Ult or, Cllfla FACL

CITY OF COSTA MESA

CALIFORNIA

PUBLIC SERVICES DEPARTMENT

SIDEWALK OBSTRUCTIONS FLARE
STD. DWG.
413
ADDENDUM NO. 2
DIMENSIONS:

PtC • PARKWAY WIDTH
S • SIOEWALX WIDTH SEE MOTE 7
501 R/W--PK=5'
501 R/'W- -PKa!o'
84' R/W- PK••'
I 06' R,/W-PK•7'
I 2 o' PI/W-- PtCz !'
"y� -Jr.AOIUS VARIES (25' OR 3CI')
s'• .,,·-o·
PK
"i'
NOTES1
PLAN
I. t'4 • !XMHIION JOIN'TI SHAU II P'LACID AT IND OF CUJl8 IIETWINI. va• x z' WEAKEJtED PLANE OR

PLASTIC CONTROL JOINTS
RADIUsa !5 1

2. �.·x 2• WEAICPN!D '1.ANE OR PLASTIC CClflTJIOL JOINTS SHALL If: PLACED SO AS NOT TO EXCUD lo' O.C:. AT It..

1. tr011 EXMNIJON JOINT ANO WEMCIN!D PI.ANE tlOIJiT DffAILl,1!! STD. DWL N0.114 ,

4. CONCIIITI
P'OII PU8LIC
SHALL aE PU
WOIIICS CONSTltUCTION
CUltltlNT EDITION OF
arc. 101.-Ll.1,
STMDMD
CLASS
SICCll'ICIATIO,;.-
szoc-zsoo
!5. ILL UW,TJOIIS PEI PLAN. FOii CIIOIS WTTDtS F.L.P. I • .l"Bl STD. 0¥ra. HO • ..,!!L SHALL H IICMN Olt Pl.All. a. ,OJI -STIIEET. l'IAIJIUS DATA, RE STD. owe. NO.�

7. 1U STO. o-.e. NO,.!!! 1.!!l AND .!!.!.. FOii IASI: AHO SIDE...,.LK lllaldEMI.NTS.

CITY OF COSTA MESA

CALIFORNIA

PUBLIC SERVICES DEPARTMENT
STANDARD .SIDEWALK RETURN
.

DRAWN W,A.B,

SCALE NONE
ADDENDUM NO. 2
�l OF CROSS-GUTTER
,,
. 4' VARI
f. r
I
'ARIES-SEE PLAHS
�---4-CUR8 a 81.tTTElt
i----R/W LINE
PLAN
NOTES:

I. SMOOTH TIIOWtl. 1• WJDt'. FLOW LINE IN Cl'tOS$•GUTTEJt ANO Sl"AHDRELS. z. AGGIIE8ATE 1A11E THICKNESS FCfl SPAJIDIIELS !HALL IIE THE SAM!: AS P'Dfl atoSS-BUTTEll. l. POU11 CURl!I MOHOUnRCALLY WITH SPAJl1.IIIEL. 0
4,. F'Oft JOINT DETAIL�, SEE STD. DWG. NO. 314 APIO ..f!.1.

5. COIICIIETE SHALL K 160 C 32!50 P!II C\IIUIIJIT mrTlOH Of' STAHDMD SPEOFIC4TIOHS FOii PUE1Q WCRQ CONSTIIUc:ll0111 SEC 201-1.1. 2.
.. AU- ELEYATfOIII IMAU. R PEJI l'I.AN.

7. DISTANCE L RION IIIDOLE DftDINAT! OF CUfllt HTUJIIH TO JOINT SHAU. llt 7' Folt 1• C.I'. Off � f'Ofl 1• C.I' •• a. Alff CAOSS·GUTTIII TO BE CONSTRUCTED ON I.US THAN 0.20 % SHAI.L HAVE DllAIN.HE STllUCl\JIIU

COHSTIIUCTEO
EXl'IIMSION
TO MITIGATE THE ADVEJtSE El'T!CTS OF NUISAlfC!: WATEll AHO FULL CON-1:� AMON W1JH JOINTS WINll \. NO M.ONI !D9t: OI' IUTTR L

CITY OF COSTA MESA

CALIFORNIA

PUBLIC SERVICES DEPARTMENT
TYPICAL -CROSS-GUTTER. DltAWff MJC.S,

SCALE NONE
STD. DWG. NCl
4 f 5.

ADDENDUM NO. 2
<r
<( ...

SECTION A-A
d-- s
# 3#12·11.u.

DETAIL OF ANCHOR
(SEE HOTES :Sa 7)
NOTES:
a·
L
P.C.C.

INLET
TYPE.II
INLET
TYPE!
z
c
..J
a.
z
0 a
:c
..,
..,
c(
z
0 i=
;!
..,
A
PLAN
PROALE
I. FLOOR OF BOX TO BE TR OWELED S .. OOTH.

2. WHEN THE TOE Of' SLOPE IS WITHIN THE 11/W, INLET- TYPE l BEr;IHS AT THE TOE RATHER THAN AT THE R/W LINE.

3. FOlt OPEN DrTCH APl'ftOACHITYPE JI J THE 2'EXTENSIOH IS NOT ltEQlllftED WHEN THE BACK OF WALX 1$ 2'DII MOIIE l"JIOII THE ft/W LIHE. -4. TOP DI" INLET STIIUCTUftEfTYPE I & J[) TD BE l'LUSH WITH ADJACENT .SUlrf'ACE WMEJltl!: PIIACTICA8U,

5. A HEADED STEEL STUD f X &f WITH HEAD D•l•AT TAatED BY A l'ULL PENl!:TIIATION BIITT WELD MAT Ill USED AS A)! AU"EllMATI: AIICHOA. 111. NOIINAL CUIIB l"ACE AT ioolHT II AND Q 0 a+5" AT PDlflT II AND,._ "1. THI: 3• LEG OF THE IHTUIIOII AHCHOllS SHALL• l"AII.ALLEL TO THI TOI" 01" SIDEWALK.

I. 0. S • AIIO ,¥ A SH.ILL IE POI IMP'ltDYEJIDT l"LANS. ,. CIJR8
sro.

BATTER SHALL COWDIHI TO EXIS TINO AOJOIPtlHG cun. SU
owe. HO..llL

10. CONCRETE SHALL BE CLASS 5&0 C 3250.

CITY OF COSTA MESA PARKWAY

CALIFORNIA

SECTION-INLET TYPE I

SECTION-INLET TYPER

STEIL LIST
I •
·�1.V,UIIHD AIICHOII J. ITEltL.t»--·
f-d' ,· z-fu•x.f r •• 7• f-•·
··-·· . • "' . II 2'-ll'"
z'-o• .. . • . • z•-••
z•-•• .. • • .. • ··-:a·
J'-o• . . J • ,, :a'-•·
I'-,· . • . ,. •• �.-
�-o• . . .. "' ,· �-
4�.· 4• •fx r-z+• • ,. . .f •"-•·
s'-o· • • .. • •• .. _ ...
.:...· .. H • • 4• .. -�·
fl-d' • Ir • n -¥' .._ ..

DRAIN NO. I DIIAWN £ISA..

SCAL! NONE
ADDENDUM NO. 2
IJlfLET PER C.UE I OR II
R/W LINE�
/
(SEE NOTE 3)---,,;
/I ,
;I � f1
. WALXISEE NOTE2) )
1 I 1i I
1/ f..-11 I

SEE CURB
A
I 0-
� 11., ,,; !I PLAN
TOP OF CUR8 NE
E.G.

R/W�
i----- PARKWAY WIDTH PER IMPROVEMENT PL.AN--,
NOTE:

FINISHED PARJCWAY GRADE I
P.C.C.WAU<(SEE NOTE Z )

SEE INLET
SEE NOTE 3

SECTION A-A
I
R/W

DROP INLET CATCH BASIN SECTION
R/W� . n 2·-0· 1
OPEH om,, PER
• WALK
IYPRDYENarr"' • ...,.. ?
� I �·- � � - '-6-2
I CASE Il INLET

GRADED DITCH SECTION

CURB PROFILE
a• NORMAL CURB FACE
F.L.
:IEE NOTE 3
.::t<NCIIIMAL T.C.GRADE UfE AS SHOWN ON PROFILE

CURB PROFILE
s• NORMAL CURB FACE
I. TOP OF INLET SntUCTURE( CASE I ) TO BE FLUSH WITH ADJACEHT SURFACE. z. CONSTIIUCT Jt.c.c. WALK AND CWIB AND GUTTER AS SPECIFIED ON PLAN . MININWI REPLACEMENT OF WALK AND CUIIB AND GUTTER SHALL IIE FIIOM JOINT TO JOINT 01'1 As DIRECTED BY THE CITY EHGINEER.

SEE STD. DWG. 110 • .llia THE CONTRACT PRICE PAID FOR P.c.c. WALK ITEM SHALL INCLUDE WALK CONBTIIUCTED IN CONJUCTION WITH "AllllWAY CULVERT.
l. ONE
1Ht
CIIQLAII � � Sii&
- Jl'LACKD llr A. l.OCAnDN OTHEIIWISL THE J?.E SlillLL BE ALH� fOJNDlirr 4470 OR EQUAi. WITH �D
AS·S� ON ........... POii SIZES OTHP THAN s· xs,,,12 H SMALL IIE 10 AHO c.,: 0/ER PIPE SHALL 811!: 1• l'CII I • '4. ILET CASE TO H �llED ON INP'II� OR ...... l'LAN.
,.. AN&L£ " a • 11.0tMLS o• ulll.EIS OTHDIIIISJ Sf'ICPll:D. e. TTK,DNl!:NSIOIIS,AHD ELIYA.TIOIIS 0, P.C.C.Olla AMD lil1TTU PEii INPIIOVNENT PL.AH.

7. llfLESS OlHIDIWISE SPEOll'IED,,-11.INE APC> GIIATE l"Olt INLET CASIE t SHILL BE ALKAMIIIA FOUNDRY 14 • X z 4• 1"11'£ A.-24 22 IGALYAHIZtD) OR EOU&L , PLActO LEVEL.

B. CONCRETE SHALL BE CLAS S 5ZOC 2500.

ADDENDUM NO. 2
..

PARKWAYS LESS THAN 8
1 I COYEII IIEOUlllED
CASE I: 21 X 4' TREE WELL

TREE WELLS
4e"---4
--\i---------1
4 -l:--1--e
PARKWAYS 8
1 OR GREATER
2 COVEJtS ltEQUlllED
CASE R: 4' X 41 TREE WELL
c - """"
0 CAK A " c D
I: 4!-d' �-rt'
lt �-o· 4':.r,"
"ff-,r l'-nf
�':.1( ··-itf
. POROUS TR EE WELL COVER
_/Willi ADJACENT
flEINFWtCED:W,JTH
POROUS.PEJtNEAa.E �c.c. �xz_f
l&GWBE WIRE NESH •
DIRTTI> BEFUISH� �-� rl •• nm_�=-: ----.;_;-:;.:.ftt:!.�':"":,:-i_• . �-:�-..---_,-_-_
-
_
.,.,..,,.,· ........ --.-wTYPICAL SECTIONS
NOTES=
I. nra: WEU.S SIIAL.L - PI...M%D Uf>ROXIIIATELY :so' APAIIT, IUT NOT LESS THAN OflE PEit l'lt:SIDEXTIAf. LOT.

Z. LOCATION OF Tiii!! WELLS WILL IIE SUI.JECT TO T� IL"OI.LOWIN• CONDITIONS:

A. zs' FROM c1111a IIETURNS..

L I 51 flltOII UMT STANDAIIDS AND li'Owet POLES.

C. la' P110M FIM: HYDIIAKTS,DIIIYEWAYS, HOUSE WALU,UTILITY METERS, l"ED£STALS.

D. 10' P1tOM ALL UTILITY UTIEIIAU AND WAINS.
l. COVERS Allt: TO • COLOllED aUFF usu,. AM ACCEPT.uu: COLOIIUtO AGENT.

4. TWEE WELLS AM: TO SE •.acKP"ILLt:D WFTH CLEAH DlltT .AHD !'LUSH WITH ADJACDIT WALK UNTIL TIIED ARI!'. l"L.AN1'EI.

ADDENDUM NO. 2
i-----PA_R_K_W_AY_V_A_ Rl_ES_-_S_EE__P_LA_N_S _(;_S_EE_N_O_T E_B-'--) ----1-ff. , R/W OR S/W EASEMENT i-------- VARIES-----+--- 4' (1.22m)
ON-SHE
\M

PROVEMENTS
6" ( 153mm) C.M.B. PER
STD DWG NO 312

UNDER CURB AND GUTTER
C)�
z -< ...I
-== U>w xo
La.I iii

SIDEWALK

TRANSITION
AREA

LIMITS PER STD
DWG NO 811

8.33%
MAX

WEAKENED

PLANE JT

CONST JT
JOIN
2% MAX
· .--�- 5· (153mm)·\ .. ·: ·_ - i��J�,c���
s· (153mm) CODE
6" (153mm)
MINIMUM CRUSHED MISCEUANEOUS BASE (C.M.8.)

SECTION A-A
N.T.S.

Al SIDEWALK TRANSITION

AREA (TYPICAL)
(1 /2) W
N� �ix
(1/2) W

WEAKENED
PtJ\NE JT
4' (1.22m}
<t

WEAKENED

PLANE JT
it, R/W OR

S/W EASEMENT

CONST JT
. JOIN
i----GRAOE I BREAKS-----­

CONST JT
EXP JT
2' (610mm) MIN TO

VERTICAL OBSTRUCTION
x

CITY OF COST A MESA

PUBLIC SERVICES DEPARTMENT
APPROVED BY:

FILE NAME: ST0-513.DWG /

FLOW LINE OF GUTTER
w
A_J
PLAN
N.T.S.
x
EXP JT
2' (610mm) ·>.ON
TO PROJECTED ie_
(TYPICAL)

RESIDENTIAL

DRIVEWAY APPROACH
TYPE I
STD. OWG. NO.
513
REVISED: SHT. 1 OF 2
ADDENDUM NO. 2
EXP JT 3/8� (10mm) GUTIER UP

FLOW LINE OF GUTTE
1 2 W
x w
SECTION 8-8
DIMENSIONS N.T.S.

W=10' (3.05m) MIN - 16' (4.88m) MAX 'FOR RESIDENTIAL DRIVEWAYS.

X= 4' (1.22m) FOR 6" (153mm) CURB FACE.

X= 5' (1.52m) FOR 8 .. (204mm). CURB FACE.

NOTES:
x

CURB FACE

HEIGHT VARIES

1. ALL DRIVEWAY LOCATIONS AND DIMENSIONS SHALL BE APPROVED BY THE TRANSPORTATION SERVICES DMSION.

2. THERE SHALL BE ONE DRNEWAY PER PROPERTY.

3. CONCRETE SHALL BE CLASS 560-C-3250 PER LATEST EDITION OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SEC. 201 -1.

4. DEPRESSED CURB IS STRAIGHT GRADED WITH 3/8.,. (10mm) GUTTER UP.

5. BASED UPON EXISTING SOIL CONDITIONS, THE CllY ENGINEER MAY REQUIRE A KEYWAY AT BACK OF CURB.

6. FOR JOINT DETNLS AND K'f:fWAY DETAIL, SEE STD DWG NO 314.

7. ALL PARTIAL DRIVEWAY RECONSTRUCTION SHALL REQUIRE TIE BARS (#4 x 24") AT 24 • ON CENTER.

8. FOR A 5' (1.52m) PARKWAY, A 3' (914mm) PUBLIC SIDEWALK EASEMENT IS REQUIRED AT THE BACK OF RIGHT -OF -WAY /PROPERTY LINE.

CITY OF COST A MESA

PUBLIC SERVICES DEPARTMENT
APPROVED BY:

FILE NAME: STD-513.D'/¢

RESIDENTIAL

DRIVEWA-Y APPROACH
TYPE I
REVISED:

STD. owe. NO.
513
SHT. 2 OF 2
\
ADDENDUM NO. 2
.
.
t----P_AA_KW_'A_�_V_:AR_l_E_-_S_ S EE_P_LAN_S ....:(:__ SE-=E�NO-=-
T-=
E:......
7 :..!.)_--1_!t , R/W OR

S/W EASEMENT
i-------VARIE S -----+-- 4' (1.22m)
s· (150mm) C.M.B. PER
STD DWG NO 312

UNDER CURB AND GUTTER

SIDEWALK
TRANSffiON
{SEE NOTE 8)

ON-SITE
2!1: MAX \�£.N1S
-��--.-6
-.-(
=
150:=m
=
m
...:...
)
_
·
:
·
:
-
;
:-· -r-G:::RAD
=-=:

E TO JOIN

PER MUNICIPAL
s· (150mm) CODE
5• (150 mm)
PORTLAND CEMENT CONCRETE (P.C.C.)
s· (150 mm)
MINIMUM CRUSHED MISCEU.ANEOUS ELo\SE (C.M.8.)

SECTION A-A
N.T.S.

I(
UMITSPER 12W 12W t-----'STD'---_N_O_B ...... 1
-
1--+---DRIVEWAY WIDTH ---i
x y

CITY OF COST A MESA

PUBLIC SERVICES DEPARTMENT
APPROVED:

FILE NAME: ST0-514.DWG
' .
ct_ 4' (1.22m)

FLOW LINE OF GUTTER
w
A_J
PLAN
N.T.S.
y
DRIVEWAY APPROACH-TYPE If
_COMMERCIAL AND MULTI-USE
REVISED:

X 2'
(610mm) MIN
to PROJECTED

PANO/OR

VERTICAL

OBSTRUCTION
e Costa Mesa
SHT. 1 OF 2
ADDENDUM NO. 2
..
;· t.
.'[·
... .
� OF DRIVEWAY APPROACH (SYMMETRJCAL)----1
't
BACK OF DRIVEWAY APPROtiCH

CF HEIGHT
VARIES
\ .
x y (1/2) W
. '
SECTION 8-8
N.T.S.

DIMENSIONS
W= 16' {4.88m) MIN - 26' {7.92m) MAX FOR ALL DRIVEWAYS.

X= 4' {1.22m) FOR 6
'" (150mm) CURB FACE.

X= 5' {1.52m) FOR 8
'" (200mm) CURB FACE.

Y= 7' (2.13m) ON MASTER PlAN STREETS
Y= 4' (1.22m) ON RESIDENTIAL, NON....:MASTER PLAN STREETS.

NOTES:

1. ALL DRIVEWAY LOCATIONS AND DIMENSIONS SHALL BE APPROVED BY THE TRANSPORTATION SERVICES DMSION.
.. .

2. CONCRETE SHALL BE CLASS 560-C-3250 PER LATEST EDffiON OF STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION SEC. 201-1.

3. DEPRESSED CURB IS STRAIGHT GRADED WITH 3/8 .. (10mm) GUITER UP.

4. BASED UPON EXISTING SOIL CONDITIONS, THE CITY ENGINEER MAY REQUIRE A KEYWAY AT BACK OF CURB.

5. FOR JOINT DETAILS ANO KEYWAY DETAIL, SEE STD DWG NO 314.

6. All PARTIAL DRIVEWAY RECONSTRUCTION SHALL REQUIRE TIE BARS (#-4 x 2'4j AT 24• ON CENTER.

7. FOR A 5' (1.52m) PARKWAY, A 3' (914-rnm) PUBLIC SIDEWALK EASEMENT IS REQUIRED AT THE BACK OF PROPERTY/RIGHT-OF-WAY LINE.

8. CASE I - SIDEWALK ADJACENT TO CURB ANO GUITER. NO GREENBELT.

CASE II - EXISTING GREENBELT BETWEEN SIDEWAU< AND CURB ANO GUTIER.

CITY OF COST A MESA

PUBLIC SERVICES DEPARTMENT
APPROVED:

FILE NAME: STD-514.DWG

DRIVEWAY APPROACH-TYPE H
COMMERCIAL AND MUL Tl-USE
REVISED:

STD. OWC. NO.
514.

SHT. 2 Of 2
ADDENDUM NO. 2
1200 mm
(4') MIN
y
1200 mm
(4') MIN
y
1200 mm
(4') MIN
y
r ....
�-

GRADE BREAKS
,._
STR _y
R m
I
\. x ·I· w -I· x · I �+ A
TYPE A
A
r ....

GRADE BREAKS
TYPE B
A
..... �
.... r=�- ·---
w .1
TYPE C
1200 mm
(4') MIN y L��s mm (1") CF

SECTION A-A
CURB FACE, mm
150 (6") or less
175 {7")
200 (8")
225 (9")
250 (10")
275 (11")
300 (12") i:;r more
N\.irES:

X. mm
900 (3'-0")
1050 (3'-6")
1200 { 4' -0")
1350 (4'-6")
15�
0 (�'--o")
i 1650 (5'-6")
1800 (s'-o")
Y, mm
1200 (4'-0")
1425 (4'-9")
1700 (5' -8")
19s11. . te'-6") - \
2175 (7'-3.) ·
2400 (8'-0")
2625 (8' -9")

1. RESIDENTIAL DRIVEWAYS SHALL BE 100 mm
( 4") THICK PCC.

2. COMMERCIAL DRIVEWAYS SHALL BE 150 m�
{6�y-
·rl:II_CK- PCC.

3. WEAKENED PLANE JOINTS SHALL BE .INS,:ALLED

AT BOTH SIDE OF A DRIVEWAY AND AT
APPROXIMATELY 300.0 mm_
(10') INTERVALS.·
..i., CURB FOR TYPE C DRIVEWAY SHALL BE

INTEGRAL AND MATCH ADJACENT
CONSTRUCTION.

5. REFER TO LOCAL DEVELOPMENT REGULATIONS

FOR AMERICANS WITH DISABILITIES ACCESS
. REQUIREMENTS AND MAXIMUM PERMITTED
DRIVEWAY WIDTHS.

6. DIMENSIONS. SHOWN ON THIS PLAN FOR METRIC

AND ENGLISH UNITS ARE NOT EXACTLY EQUAL
VALUES. iF METRIC UNITS ARE USED, ALL
VALUES USED FOR COl'i3 . ..:-··-... ..,._. �'!.�'' A�
METRIC VALUES. IF ENGLISH UNITS ARE

USEO, ALL VALUES USED FOR CONSTRUCTION
SHALL BE ENGLISH VALUES.

AMERICAN PUBLIC WORKS ASSOCIATION· SOUTHERN CALIFORNIA CHAPTER

PROMULGATED BY THE
PUBLIC WORKS STANDARDS INC.

GREENBOOK COMMlTTEI:
1984
REV.1998

DRIVEWAY APPROACHES

USE WITH STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION

STANDARD PLAN
METRIC
110 - 1
SHEET1 OF1
ADDENDUM NO. 2
I
·! ..
.;·· ·,.· .,
,nr'.
:
·,,:1tr1�"-:,
···----··-
·.�, -.. · .
,t/ .... :
\�
·- ..... �
I" MINIMUM
2" MAXIMUM
, ;···.··· .... ..
.. ·TREE:J�O'OT>··��iRllER
• : •• ... . :.(''/ ,· .!
· .... "- .
12" ROOT PRUNE BARRIER
;'.,
·t
H :·
:--: . - . .
•• ·· ··(�.} {�--.,-1;
fJ'Jfr;r:·. : ......
·,�·iirli:; :; .. '..J=t ::-.�;�··("'",
.
.... . .........
........ �-1.
· .. ·•·. -,
1708
·.SHT. I OF 2
ADDENDUM NO. 2
NOTES:

Tree Trimming
l. Prior to root pruning, each tree shall be trimmed to reduce its overall size by one-third Cl/3) and to promote improved growth.

Trirrming shall also provide:
a. Removal of all dead, damaged, diseased, or structurally deficient limbs;
b. Thinning to reduce interior wind resistance;
c. Vertical clearance of 14.0 feet over roadways 9.0 feet over sidewalks;
d. Visual clearance around all traffic control devices and signs; e. An overall balanced appearance.

2. Root Pruning :

Root pruning cuts shall be made immediately adjacent to the sidewalk and shall be 4" wide, IG" deep {measured from the top of the final grade of the sidewalk) and 16'. long centered 8' either side of the center of the tree. The bottom 13" of the root prune cut shall be fille<! with pea gravel, to promote deeper watering, with the top 3" filled with native soil free from rocks or other rri0teriols that would interfere with landscape maintenance tasks. At least 18 months shall tror<:?�!:-e :.ciiore root pruning the opposite of a tree. In general, root pruning would not be performed adjacent to the curb -due to the normal depth of the curb.

3. Root ,control Barrier :

Barrier sholl be fabricated from o high density, high impact plastic, i.e.

Polystyrene, Polyethylene, Polyvinyl Cti]oride, <PVC>, or Acrylonitrile-ButodieneStyrene CABS>. The interior surface shall hove Y2" high Cminirrum> raised vertical ribs spaces 6" to ff' apart the full depth of the barrier and shall be expressly designed for root deflection.

Barrier used for root pruning shall have a minimum depth of 12" with a minimum thickness of 0.06". Barriers shall be 16 feet long in one continuous piece (preferred) or in a corrbinotion of pieces securely fastened wii"h adhesive at Joint points.
)RANGE COUNTY ENVIRONMENT AL MANAGEMENT
Approved
AGE��
dopted: Res. 78-791 Revised: Res. 86-1141; 88-1341: 96-546

TREE ROOT BARRIER
WLZau. frectorof Public Works
STD. PLAN
1708
SHT.2 OF 2
ADDENDUM NO. 2
I
OUR REF:

I
SUBJECT:

I TO:
l
I
,.·,: ,
-·
UNITEi;) STATES.POST OFFICE
WEu13:JDJAZ:am:-9998 <�:.�{��: DATE: May 30, 1990
Location of mailboxrs P.0.CL:
• •
Ciry o[ Costa. Mesa
MailboxPs shall bP l�catPd -0n thr right hand �idc of th� roadway in chr dirPction of rhr delivpry routr PXCPpt on onr way streets where- ch�y may "b£> placed on the _left hand sidP. The bottom of _the box . shall be set ac an c-lrvation <>stablishrc oy the u.,s. Postal Service, usually betWP<>n 3
1 6
11 and 4'0" aOOV<'
the roadway surfac£>.

On curbed strc<>ti, thr ro�dsidr fBcP of thr mailoox shall br sec back from th<' face of rhP curb a distance becwrpn b and 12 inches. On residential strrrts without curbsL . that carry low traffic volumrs, the ro�dsidr facr of·a mailbox shall br offsrc brt�ern 8 and 12 inchrs brhind the cdgr of pavrmrnt. 156.54 D.M.M. Loca.tion
Rural boxrs muse br placPd so chat thPy may bP saf<>ly and convcnirnrly srrvrd by carrirrs without lra�ing their conv�yancrs.

In all new housing cracks, wr instrucr chr buildcrs to instal }· curolinc drlivcry boxes at 2 ro a posr, at thr prop£>rty line on tn<> curb.
155.262 Hardshi? casrs
a) ChnngPs. in the ·typ<> of dPlivrry authorizPd for �n ;ira;i will be considered whC'rr. sarvic� by existing mPthods w�uld imp·osc- an rxtrcmP. ph.ysical harcdshi� on an in.dividual cus_tom���­ Any .rrqurst for n changr in d,•J iv,•ry mPthods must o,• submi� rr.d in wricing. . ·Ai>p·roval of rhc-sc r,•quPsts should be ba.s,•Y .u_,;�·,i·-�':· numanitarian and not economic crirrria. Each rr.que�t fo�A c h a n g � i n d ,?I i v a r y _ � "
0 r v i c r. s n o u l d b P r. " a 1 u a t r d o n � h r � a �-ts ·. of the customrr's nards; a ·rrquf'st should. not· oe den.ic>d �o.-lrly. orc
.
aus,• of incrP.asrd opcrat.ional costs or br.c.aus<' a faD li.\y . ..
. ..

IBC'ffll:>C?r or Otht>r i)arty . may bt' av.;:ii}ablc:> [� rl'>criV<' m;1if'for:r_h_l7'. cusromrr.
. . .

ADDENDUM NO. 2
,.

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Pager lu,J..1.-:.:-;;.u, 117SS, ... ,..,,
MAILBOX IMPROVEMENT WEEK-Continued -�--�-
Exhibit C Exhibir O Th � Federal Highway Administr.ui�� has det�nnined tha� mailbox suppons · ·no than 4 inches by 4 mches· or a 4 Y.z-inch ct·
wood post or·a 2-inch diarnet�r standard s,·:...:i!�·,.

I . . b . .. .. 1.or-.
a ummum pipe, une.d no more than 2-1 inc:his'' sh�
uld safely break away if struck by a \·ehicle.�Tht (!la1lb4?x muse als� be securely attache·d to itl'Wft_· to prc:vem separauon when struck. Exhibits E and· j:
on page 12 are detailed .examples of mailbox ·
mountings and supports suggested by the FHW A.

Boxes and supports should also be painted and
free from rust.

NOCBUs and .All-Weather.Parcel Lockers
Contrad Delivery Routes ... .. .

During Mailbox Improvement Week. postmas-
. :. lers/managers or their designees should also
Contract del_i�ery route rostomer-s must use· ab .
.. .
r)�
:: .:r6:�ew Ndghborhood Delivery and Collection Box
approved trad1uonal c.rural-typc or concempotary · · Umts (NDCB Us) and All-Weather Parcel Lockers design box as new or n-placement boxes. in their delivery area to identify any haurds ot irregularities. Exhibit G on page 13 is a suggested format for use in conducting the review. R.csults of General Requir•m•.nts The placement of mailboxes on both rural and
contract routes must be safe and convenient tor
earners. The boxes must be on the right-hand side
of the road in the carrier's travel direction so they·
can,;cleliver mail without leavin theiT conv nee. ·•
lS ru e espcoa y app 1es w ere traffic conditions
make it dangerous for the carrier to drive to the left
· in .order to reach the boxes. or when ·
doing so
would constitute a violation of traffic laws and regulations (apanmcnt house or other mulcple dwell­ .ings.:f.m be ocmpted from.
this ·rule as described in
-DMM 156.312).

O.n new rural routes, all boxes must be on ·the
n hi-hand side of the road in the dire"ction of th
route me o travel. Box placement must conform
wnh state laws and highway regulations. Rural carriers are subject 10 the same traffic laws and regulations as other motorists. Cus1omcrs must remove obstructions, including vehicles. trash cal)�. �nd .
snow. that impede efficient delivery. Excepi.'�hen a
box is tcm ranl blocked carriers must have
access lo t c ox 'llo"lt out leaving the Ve"hicle unless authonzed to dismount.

Mailbox Supports
· Suppons for mailboxes should be of adequa&e
strength and size to support the box properly.

However, customers should a,•oid using massive
mailbox suppons that, when struck, could damage
,·chides and cause serious injurv to vehicle occu­
.Pants. Hea\7 metal posts. concr�1e posts. and miJccllaneous hems of farm equipment, such as mill:. cans filled "it h concrete, are examples of potential·
ly dangerous supports. The ideal support is· an assembly th:u bends or falls awar Crom a striking vchi· de. D'-t�i sections 156.531, )56.54, 157.32c, and
• 157.4 specify postal regulations regarding con·
s1ruc1ion and placement ofm;iilboxcs and supports
on rural and high\\"ay ct>ntr.act routes.
the review should be recorded.

Employees conducting lhe review must complete
Fonn 1624, Ddivn-y and Collection Equipment IJOTk
Request, for any equipment that poses a safety
hazard to postal · customers or employees. Use
Form 7380; MDC Supply R�quisilion, to request
Form 162-4 from the materid disuibution centers.

Equipment Review.

Procedure
Employees should use the NDCBU and parcel
locker Equipment Checklist and Followup Review
i:rocedurc:, Exhibit G, when examining the condiuon of NDCBU and parcel Ioele.er equipment. This exhibit may be reproduced locally. They should:

I. List 1hc unit location. type. and manufacturer
in. the lefi·hand column (omit manufacturer if all
items are in order).
�- Assign each checklist ite� one of the following
r.ungs:

OK-Equipment docs not need auerition for
this item.

X-Equipmenl needs attention for this item.

NA-hem docs not apply to this particular
piece of equipment.

3. Examine the following i1ems and annotate Ex-·
hibi1 G:
a. Equipment should be straight. vertical, and
lirml)· moun1ed. Auempt to shake 1he unit; i1
should no1 mol"e. If equipment is not firmly mounted. no1e whe1hcr it is the connection ar ground le\·d 1h;i1 is loose or the �destal 10 cus1omcr com;
par1mcnts connection that needs auen1ion.
b. ChC'ck. \·isible welds. Make note of cracked,
broken, or rustC'd welds.
c. Obsen·e whether the carrier access door is
fockC'.d and secure. Open it and obsen·e that it is
no1 bo\\·cd or warped and 1ha1 the door and locking
b;ar opcra1e smoothly. With carrier access door(s)
open, notic-c if restraining de\•ices pre,·ent the door ADDENDUM NO. 2
.·"

POSTAL BULLETIN
Exhibit E
11"
s1::cr,0N ,. ·A
•• 7. 3�r---, , 12 • 7 18 , 19 '18 � Wood Filler (Fir) Clo,np awollablt: .....,.. 1 •1
ovtomobil• tailpipe
I /4 fittings Dre told
r A 2- 1
14" • 31
lz 110111
1 114 • 42 1/z" Stool Pipe
r� .ts� .�-.. � ..

Steel Pape
48"--------i
42 "
I l/4
" a ll3 1
12"
Stiel Pipe

CANTILEVER MAILBOX SUPPORTS
Exhibit F

SPACING FOR MULTIPLE POST INSTALLATION

SINGLE AND DOUBLE MAILBOX INSTALLATIONS
: • 1 •
21566, 5-15-86, Page 5
ti -�·- ,R--........ ;.,, ..

ADDENDUM NO. 2
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Pall1' INCU"'MD PAIQl:ll9

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PRIMARY HIGHWAY TYPICAL CROSS SECTIONS
NOTES: REPER
8TREET1I REQUIRING
TO MASTER Pl.AN OF BIKEWAYS FOR
BIC'ICI.E FACIUTIEII.
. ADDIJIONAL RIGHTOFWAYMAYBEREQUIRED
TO MEET AAA. ACCEll81BILIIY REQUIREMeNTS
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- 0MA.JOR(104'R/W)
PRIMARY (80' RJW)
SECONDARY {7Z' R/W)
COLLECTOR (60' R/W)
� RIGHTTURNLANE
t'Lo"1Wf�.:.,a:r=:��
CllY OF COSTA MESA, CALIFORNIA

MASTER PLAN OF HIGHWAYS
AMENDED OCTOBER 18, 2005
GENERAL PLAN AMENDMENT 05-5
ADDENDUM NO. 2
ADDENDUM NO. 2
ADDENDUM NO. 2
ADDENDUM NO. 2
ADDENDUM NO. 2
ADDENDUM NO. 2