Cities Index.
Bid Proposal for E&M Constructors Inc. (available in the City Clerk's Reading File)

Santa Clarita City Council
August 25, 2026

Document
Bid Proposal for E&M Constructors Inc. (available in the City Clerk's Reading File)
Meeting
August 25, 2026
Body
Santa Clarita City Council
Original file
21.4 MB
Text extracted from the city's file for reading and search. Open the original on santaclaritacityca.iqm2.com. That file is the official record.

NOTICE INVITING BIDS
Bouquet Canyon Park
Parking Lot Refurbishment
Bid # PPOS-25-26-P0032

TABLE OF CONTENTS
Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

SECTION A

NOTICE INVITING BIDS

DOCUMENT CHECKLIST

SECTION B

BID INSTRUCTIONS

BID CLAUSES

SECTION C

PROPOSAL FORM

NOTICE TO BIDDERS REGARDING CONTRACTUAL REQUIREMENTS
BIDDER’S INFORMATION AND CERTIFICATION
BIDDER’S QUESTIONNAIRE

CERTIFICATION OF NON-SEGREGATED FACILITIES

DESIGNATION OF SUBCONTRACTORS

REFERENCES
PROPOSAL GUARANTEE BOND/BIDDER’S BOND

NON-COLLUSION AFFIDAVIT

SECTION D

SUBCONTRACTOR CLAUSES

SECTION E

CAPITAL IMPROVEMENT PROJECT AGREEMENT

LABOR AND MATERIAL BOND

FAITHFUL PERFORMANCE BOND

FRINGE BENEFIT STATEMENT

SECTION F

SCOPE OF WORK

SECTION G

TECHNICAL SPECIFICATIONS

EXHIBIT A
PLANS

EXHIBIT B

C&DMMP FORM

SECTION A
Solicitation Information

CITY OF SANTA CLARITA NOTICE INVITING BIDS
Project Name: Bouquet Canyon Park Parking Lot Refurbishment BID #: PPOS-25-26-P0032
City Project Number: P0032
Dates Published: May 19, 2026 & May 26, 2026
Pre-Bid Meeting: May 27, 2026 at 10:00 AM PT
Last Day for Questions: June 2, 2026 before 11:00 AM (PT) Bid Closing: June 17, 2026 before 11:00 AM (PT)
Engineer’s Estimate: $ 350,000
License(s) Required: A or B License
Project Description: Bouquet Canyon Park is located at 28127 Wellston Dr. The 10-acre park contains pickle ball courts, ball diamond, basketball court, playground and other amenities to serve the public. The paving and concrete walkway repairs in this project will replace damaged concrete curb and gutter, walkways and driveway entrance, parking lot asphalt and ADA upgrades.

Bond Requirements: Yes
Contact Information: Jaclyn Abston | [email protected] Prevailing Wage Monitoring: This Project is subject to prevailing wage compliance monitoring and enforcement by the Department of Industrial Relations.

Required Contractor & Subcontractor Registration: Only bids submitted by bidders (along with all listed subcontractors) that are currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5 will be accepted.

Specifications for this bid may be downloaded from the City’s Purchasing website at:
www.bidnetdirect.com//cityofsantaclarita. Please refer to specifications for complete details and bid requirements. The specifications in this notice shall be considered a part of any contract made pursuant thereto. A paper copy of the bid documents is available upon request in the City Clerk’s office, suite 120.

Bid Questions should be submitted electronically via BidNet “Question and Answer” tab.

Addenda, if issued by the CITY, will be transmitted on BidNet. Addenda must be digitally acknowledged via BidNet in addition to a printed and signed version submitted with the bid. If addenda are not signed and submitted with the bid proposal, the bid may be deemed non-responsive and rejected.

DOCUMENT CHECKLIST
Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

The following documents must be completed and submitted by the bidder as per the outlined timeframes.

The following documents must be provided by ALL bidders:

Uploaded via BidNet (see Section C)
❑ Proposal Form
❑ Notice to Bidders Regarding Contractual Requirements
❑ Bidder’s Information and Certification
❑ Bidder’s Questionnaire
❑ Certification of Non-Segregated Facilities
❑ Designation of Subcontractors
❑ References
❑ Non-Collusion Affidavit
❑ All signed addendums (if any)

Delivered to City Hall, Attn: Purchasing, Suite 120 prior to bid closing:
❑ Proposal Guarantee Bond/Bidder’s Bond (Notarized)

The following documents must be provided by the AWARDEE ONLY (With Agreement) Delivered to City Hall, Attn: [email protected] ❑ Capital Improvement Project Agreement
❑ Faithful Performance Bond (Notarized)
❑ Labor & Material Bond (Notarized)
❑ Insurance Required by Contract
❑ W9
❑ Fringe Benefit Statement

SECTION B
Bid Instructions and Bid Clauses

BID INSTRUCTIONS
Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

1. SUBMITTING BIDS. The bid response must be submitted on this form and include all forms provided or information requested or required by the scope of work or specifications, (uploaded via BidNet):
www.bidnetdirect.com//cityofsantaclarita

1.1. Proposals/corrections received after the bid closing time will not be accepted. The City will not be responsible for bids not properly or timely, uploaded. Upon award, all submissions become a matter of public record.

1.2. Notarized Forms - An original, notarized Proposal Guarantee Bid Bond and Bid Security Form for Check or Bond to Accompany Bid must be submitted as a hard-copy original. This document must be received at the address specified below no later than the bid due date and time for the vendor to be considered responsive. This document is to be received in a separately sealed envelope clearly marked with title of content, vendor’s name and address, and bid number.

City of Santa Clarita
ATTN: Purchasing
23920 Valencia Blvd, Suite 120
Santa Clarita, CA 91355

1.3. Pricing must be entered into line items section of BidNet. All documentation of unit pricing or other cost breakdowns as outlined in this bid shall be submitted to support the total bid price.

All bid amounts will be deemed to include any applicable taxes (Sales Tax, Use Tax, or any other tax). In the case of any pricing entered elsewhere that conflicts with what is entered on BidNet, the numbers entered on BidNet shall govern.

2. BID OPENING. The City publicly opens bids online via BidNet at the time shown on the “CITY OF SANTA CLARITA NOTICE INVITING BIDS.”

3. PRE-BID MEETING AND JOBWALK. A non-mandatory, pre-bid meeting to discuss the required scope of work will be held at Bouquet Canyon Park on May 27, 2026 at 10:00 AM PT. 28127 Wellston Dr, Santa Clarita, CA 91350

4. BID QUESTIONS. Questions shall be submitted and responses provided electronically t hrough the BidNet platform in accordance with the date and time shown on the “CITY OF SANTA CLARITA NOTICE INVITING BIDS.”

5. BONDS. Bid bonds shall be furnished by all Bidders in the amount of at least 10% of the total value of the bid to guarantee that Bidders will enter into contract to furnish goods or services at prices stated.

The bonding company must be listed on Treasury Circular 570 and licensed to operate in the state of

California. Likewise, a Faithful Performance Bond and a Labor and Material Bond shall be required of the successful Bidder when stated in the specification.

6. ADDENDA. The City will not accept responsibility for incomplet e packages or missing addenda. All addenda will be issued through the BidNet platform, and it is the Bidder’s responsibility to monitor BidNet for release of the addenda prior to submission of the quote to make certain the package is complete and all required addenda are included. All official information and guidance will be provided as part of this solicitation or written addenda and Bidders are caution ed against relying on verbal information in preparation of the bid response . Addenda must be digitally acknowledged through BidNet in addition to a printed and signed version submitted with the bid. If addenda are not signed and submitted with the quote response, the bid may be deemed non-responsive and rejected.

7. INSPECTION OF WORKSITE. Bidders are encouraged to inspect the worksite, by personal examination or by such other means , of the location of the proposed work and the actual conditions of the worksite. If, during the course of examination, a Bidder finds facts or conditions which conflict with the bid documents, he/she shall submit questions for clarification via BidNet.

The submission of any received bid shall constitute an acknowledgement that any necessary site inspection has taken place. No claim for additional compensation will be allowed which is based upon lack of knowledge of the work site.

8. INTERPRETATION OF CONTRACT DOCUMENTS . Errors, omissions, or discrepancies found in the plans, specifications, or other contract documents shall be called to the attention of the City and clarified by the last day for questions. No oral interpret ation will be made to any Bidder as to the meaning of the Contract Documents. All questions should be submitted via BidNet platform.

9. BRAND NAMES, ALTERNATIVES, OR EQUIVALENTS . In the bid documents, the use of a specific manufacturer, brand or make does not restrict Bidders in their proposed solution. When brand names are used, it indicates the quality and utility of the article desired; thus, the bids submittal shall in all cases propose goods equal in quality and utility.

If Materials differing from stated specifications may be considered, provided such differences are clearly noted and described. The City shall make the final determination of compliance with the specifications. If proposing an alternative or equivalent product, the Bidder shall provide the cut sheet/spec sheet or detailed product description for the proposed product via email to [email protected] prior to the last day for questions. For each produc t proposed documentation provided must include a description reflecting the characteristics and level of quality that will satisfy the salient physical, functional, or performance characteristics of “equal” products specified in the solicitation. The prop osal must clearly identify the item by brand name (if any), and make/model number, and may include descriptive literature such as illustrations, drawings, or a clear reference to previously furnished descriptive data or information available to the City. T he proposal shall clearly describe any modifications the Bidder plans to make in a product to make it conform to the solicitation requirements.

The City has the option of accepting or rejecting any alternative or equivalent product. Exception is made on those items wherein identical supply has been determined a necessity and the notation NO SUBSTITUTE has been used in the specification section.

10. NON-DISCRIMINATION. In the performance of this Contract, Bidder shall not discriminate in recruiting, hiring, promotion, demotion, or termination practices on the basis of race, religious creed, color, national origin, ancestry, sex, age, or physical handicap and shall comply with the provisions of the California Fair Employment & Housing Act (Government Code Section 12900, et seq.), the Federal Civil Rights Act of 1964 (P.L. 88 -352) and all amendments thereto, Executive Order No. 11246 (30 Federal Register 12319), and all administrative rules and regulations issued pursuant to said Acts and Order. Bidder shall likewise require each subcontractor to comply with this paragraph and shall include in each such subcontract language similar to this paragraph.

11. PROTECTION OF RESIDENT WORKERS. The City actively supports the Immigration and Nationality Act (INA) whi ch includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authori zed to work in the U.S. The employer must verify the identity and I-9 employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (I-9). The Bidder shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment.

12. BID VALIDITY. All bids, including all pricing, shall be effective/valid for a minimum period of 120 calendar days after the date of bid closing. In the event a final contract has not been awarded within this period, the City reserves the right to negotiate extensions to this period.

13. AWARD OF CONTRACT. If the City awards the contract, the award is made to the lowest responsible and responsive Bidder. This is determined solely by the City. Additionally, the City reserves the right to reject any or all bids, to waive (or not waive) any irregularity, and to take the bids under advisement for a period of ninety (90) days, all as may be required to provide for the best interests of the City. In no event will an award be made until all necessary investigations are made as to the responsibility and qualifications of the Bidder to whom the award is contemplated. All bids will be compared with the Engineer's Estimate.

The acceptance of a bid will be evidenced by a Notice of Award of Contract in writing, delivered to the Bidder whose bid is accepted. All other unsuccessful Bidders will also receive notification. This correspondence may be issued via BidNet. No other act of the City shall constitute acceptance of a bid. The award of contract shall obligate the Bidder, whose bid is accepted to furnish all required bonds, as well as evidences of insurance and execute the contract set forth herein.

The successful Bidder will be required to furnish a Labor and Material Bond in an amount equal to one hundred percent (100%) of the Contract price and a Faithful Performance Bond in an amount equal to one hundred percent (100%) of the Contract price. Also, the successful Bidder will be required to submit worker’s compensation insurance, and liability insurance with the contract. Surety bonds shall be signed by a guaranty or surety company listed in the latest issue of the U.S. Treasury Circular 570 and satisfactory to the City.

The determination of lowest bid shall be based upon base bid only.

The City reserves the right to add any applicable additive or deductive alternates via change order at any time during the project up to the last contract working day. The bidder agrees t o hold all unit prices bid for alternates constant throughout the project’s duration up to the last contract working

day. No additional compensation for alternates added by change order will be allowed beyond the amount shown on the original bid.

Increases or decreases in work quantities within the specified limits shall not invalidate the unit bid or contract prices. The bidder shall not claim any loss of anticipated profits because of any alteration or variation between the approximate quantities and the quantities of work as done. The City reserves the right to increase or decrease the amount of any or all of the approximate quantity shown in the Bid Schedule and to add or delete the type and extent of work identified and summarized.

Bidders a re also directed to the provisions in “Award and Execution of Contract” of the Standard Specification of Pub lic Works Construction (SSWPC) latest edition, and in the General Provisions of this document.

Finally, the City reserves the right to reject any a nd all bids, or delete portions of any and all bids, or waive any irregularity in the bid not affected by law.

14. WITHDRAWAL OF BIDS PER PUBLIC CONTRACT CODE. A bid may be withdrawn by a written request signed by the Bidder. Such requests must be delivered by certified mail to the Purchasing Agent to the address below. Failure to comply may result in forfeit of bid bond.

City of Santa Clarita
ATTN: Purchasing
23920 Valencia Blvd, Suite 120
Santa Clarita, CA 91355

15. ASSIGNMENT OF CONTRACT. The Contract may not be assigned without the written consent of the City, provided that this shall not preclude the assignment of the Contract as security or the assignment of the whole or any part of the proceeds of the Contract in cluding monies, assessment, partial assessment, reassessment, or any bonds which may be issued and represent any assessment or reassessment due or to be due under the Contract.

Before entering into a Contract, the succe ssful Bidder shall furnish a statement of the company’s financial condition and previous construction experience or such evidence of his qualifications as may be required by the City.

16. CONTRACTOR LICENSE. The successful Bidder shall provide the required license(s) listed on the Notice Inviting Bids, at the time of bid closing. The successful Bidder must be properly licensed as a contractor from contract award through contract completion (Public Contract Code § 10164). Bi dders shall be licensed in accordance with the provisions of Chapter 9, Division 3, of the Business and Professions Code.

17. DEPARTMENT OF INDUSTRIAL RELATIONS REQUIREMENTS. No Bidder or subcontractor may be listed on a bid proposal for a public works project (submitted on or after March 1, 2015) unless registered with the Department of Industrial Relations pursuant to Labor Code Section 1725.5 [with limited exceptions from this requirement for bid purposes only under Labor Code Section 1771.1(a)]. No BIDDER or s ubcontractor may be awarded a contract for public work on a public works project (awarded on or after April 1, 2015) unless registered with the Department of Industrial Relations

pursuant to Labor Code Section 1725.5. This project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.

18. REQUIRED CONTRACTOR AND SUBCONTRACTOR REGISTRATION.

18.1. Owner shall accept Bids only from Bidders that (along with all Subcontractors listed in Document 00 4330 (Subcontractors List) are currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5.

18.2. Subject to Labor Code Sections 1771.1(c) and (d), any Bid not complying with paragraph A. above shall be returned and not considered; provided that if Bidder is a joint venture (Business & Professions Code Section 7029.1) or if federal funds are involved in the Contract (Labor Code Section 1771.1(a)), Owner may accept a non -complying Bid provided that Bidder and all listed Subcontractors are registered at the time of Contract award.

18.3. Pursuant to Labor Code Section 1771(a), Contractor represents that it and all of its Subcontractors are currently registered and qualified to perform public work pursuant to Labor Code Section 1725.5. Contractor covenants that any additional or substitute Subcontractors will be similarly registered and qualified.

19. PREVAILING WAGES . This contract is subject to the State prevailing wage requirements of the California Labor Code including, but not limited to, Sec tions 1770, 1771.5, 1773, 1776 and 1777.5.

Contractor shall comply with California prevailing wage laws including, to the extent applicable, Labor Code Section 1720.9. Pursuant to Section 1773 of the Labor Code, the general prevailing wage rates in the county, or counties, in which the work is to be done have been determined by the Director of the California Department of Industrial Relations. These wages are set forth in the General Prevailing Wage Rates for this project, available from the California Department of Industrial Relations’ Internet web site at http://www.dir.ca.gov/OPRL/DPreWageDetermination.htm. Future effective general prevailing wage rates which have been predetermined and are on file with the California Department of Industrial Relations are referenced but not printed in the general prevailing wage rates. A copy of the prevailing rate of per diem wages shall be posted at the job site. The Contractor is responsible for obtaining a current edition of all California statutes and regulations, and adhering to the latest editions of such.

20. SCOPE OF WORK/SPECIFICATION MODIFICATIONS. The right is reserved, as the interest of the City may require, to amend the specifications or drawings before the bid closing date. Such revisions and amendments, if any, will be announced by an addendum or addenda. Copies of such addenda as may be issued , will be furnished to all prospective Bidders. If the revisions and amendments require material changes in quantities or price bid, or both, the date set for bid closing may be postponed by such number of days as, in the opinion of the City, will enable Bidders to revise their bids. In such cases, the addendum will include an announcement of the new date for bid closing.

The Bidder is required to acknowledge all issued ad dendums at the time of bid closing. Please sign and return all submitted addendums to avoid disqualification of the submitted bid. It is the Bidder’s responsibility to ensure all addendums have been received before the bid closing.

21. SUBCONTRACTORS REQUIREMENTS. Each Bidder must submit the Designation of Subcontractor s form with their bid. No bid shall be considered unless it is included with the bid submission . Please see Section D: Subcontractor Information for more information.

22. MANDATORY REQUIREMENTS. All requirements, submittals, or subsequent communications shall be considered mandatory.

23. EXAMINATION OF CONTRACT DOCUMENTS.

23.1. Bidder shall scrutinize the entire site of work, including but not restricted to any corresponding or associated conditions and encumbrances related, the plans and specifications, bid documents, and contract forms therefore. The submission of a bid shall be conclusive evidence that Bidder has investigated and is satisfied as to the conditions to be encountered, as to the character, quality, and scope of the work to be performed, the quantities of material to be furnished, and as to the requirements of the proposal, plans, specifications, and other contract documents.

23.2. Bidders must satisfy themselves by examining the work site, plans, specifications, and other contract documents, and by any other means as they may believe necessary, as to the actual physical conditions, requirements, and difficulties under which the work must be performed. No Bidder shall at any t ime after submission of a proposal make any claim or assertion that there was any misunderstanding or lack of information regarding the nature or amount of work necessary for the satisfactory completion of the job. Errors, omissions, or discrepancies found in the plans, specifications, or other contract documents shall be called to the attention of the City as instructed and with the date and time given for Bidders’ questions in the most current CITY OF SANTA NOTICE INVITING BIDS or as updated in any addenda.

24. PROTEST PROCEDURES. Any person or entity may present a formal protest to the City concerning solicitations being conducted by staff.

24.1.1. Definitions
“Bidder” means any person or firm providing a timely, written response to the City solicitation.
“Bid Protest” means any protest with regard to the response submitted by another Bidder.
“Response” means the written response to the City solicitation provided by a person or firm.
“Solicitation Protest” means a statement of protest, dispute, challenge, disagreement, disapproval or other objection regarding documents, determinations or actions taken or contemplated by the City with respect to a solicitation. “Solicitation” means the document by which the City identifies goods, equipment, services or public construction projects for which it seeks a response.

24.1.2. Format- The protest must be in writing and include the following information at a minimum:

24.1.2.1. The name, address and phone number of the protester, or the authorized representative of the protester;

24.1.2.2. The signature of the protester or authorized representative of the protester;

24.1.2.3. The solicitation number and title under which the protest is submitted;

24.1.2.4. A detailed description of the legal or factual grounds for the protest and all supporting documentation. For protests containing elements not based on publicly released information the protest must have documentation clearly showing the date on which the protester received the information; and

24.1.2.5. The form of relief requested.

24.1.3. Solicitation Protests- Protests of any kind regarding the solicitation including, but not limited to, specifications, scope of work or process, must be received by the City’s Purchasing Agent not more than five calendar days after the last day for questions or the last addendum is issued, whichever is later. The decision by the Purchasing Agent on any solicitation protest shall be final.

24.1.4. Bid Protest and Review

24.1.4.1. The protest, in the F ormat specified above, must be submitted to the City Manager by email or by personal delivery or overnight mail (to City Hall, 23920 Valencia Boulevard, Suite 120, Santa Clarita, CA 91355) so that it is received by the City no later than seven calendar days after the bid closing.

24.1.4.2. A copy of the protest must be served upon the Bidder subject to the protest in the same manner by which the protest was submitted to the City Manager.

Failure to serve the protest upon the Bidder subject to the protest is grounds upon which the City may deny the protest.

24.1.4.3. A Bidder whose bid has been protested by another bidder may submit to the City Manager a written response to the protest by email or by personal delivery or overnight mail (to City Hall, 23920 Valencia Boulevard, Suite 120, Santa Clarita, CA 91355) so that it is received by the City no later than seven calendar days after the protesting Bidder has served the protest.

24.1.4.4. The City Manager or designee shall have up to ten calendar days to decide whether to approve or reject the protest. The written decision of the City Manager or designee on the protest shall be served upon the protesting Bidder and any Bidder subject to the protest within 14 calendar days of receipt of the bid protest. The City Manager or designee may extend the 10 calendar days if necessary to review additional information requested from any Bidder.

24.1.4.5. The decision of the City Manager or designee on the bid protest shall be final with no further review.

24.1.5. State or Federal Funding

24.1.5.1. If the subject matter of the solicitation or project is receiving any State or Federal funds which requires a protest procedure different than the procedures stated above, then that protest procedure shall control.

24.1.5.2. In the event there is any lawsuit filed against the City relating to any federally funded project, the City will provide prompt notice of that lawsuit to all agencies who participated in the funding of the project.

24.1.6. Mandatory Procedure- This administrative procedure and the time limits set forth herein are mandatory. Failure to comply with these mandatory procedures shall constitute a waiver of any right to pursue the bid protest, including filing a Government Code claim or any legal proceedings or actions.

The City of Santa Clarita’s “Terms and Conditions” is found on a separate attachment in BidNet.

BID CLAUSES
Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

1. BID RIGGING. The U.S. Department of Transportation (DOT) provides a toll-free hotline to report bid rigging activities. Use the hotline to report bid rigging, Bidder collusion, and other fraudulent activities.

The hotline number is (800) 424 -9071. The service is avail able 24 hours 7 days a week and is confidential and anonymous. The hotline is part of the DOT's effort to identify and investigate highway construction contract fraud and abuse and is operated under the direction of the DOT Inspector General.

2. DISQUALIFICATION OF BIDDERS . In the event that any Bidder acting as a prime contractor has an interest in more than one bid, all such bids will be rejected, and the Bidder will be disqualified. This restriction does not apply to subcontractors or suppliers who may subm it quotations to more than one Bidder and, while doing so, may also submit a formal bid as a prime contractor. 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. 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. Labor Code Section 1771.1(a) requires contractors and their subcontractors to possess and maintain such registration with DIR in order to be awarded and to perform on public works projects (regardless of funding source). Any Bidder which has been debarred by any PUBLIC City in the last ten (10) years is deemed not to be a qualified Bidder for the purposes of this project.

The City may conduct investigations as it deems necessary to assist in the evaluation of any bid and to establish the responsibility, qualifications and financial ability of the Bidder to do the work in accordance with the Contract Documents to the City’s satisfaction within the prescribed time. To determine the degree of responsibility to be credited to the Bidder, the City will weigh any evidence including but not limited to evidence of suspension, debarment, exclusion, or determination of ineligibility by any other City. Any Bidder which is currently debarred by any public agency is deemed not to be a qualified Bidder for the purposes of this project.

If in the opinion of the City, a Bidder is determined to be insufficiently qualified, then that bid will not be considered for award of the contract.

3. DEBARMENT AND SUSPENSION . Certification Regarding Debarm ent, Suspension, and Other Responsibility Matters- Lower Tier Covered Transactions. Instructions for Certification:

3.1.1. By signing and submitting this bid, the prospective lower tier participant is providing the signed certification set out below.

3.1.2. The certification in this clause is a material representation of fact upon which reliance was placed when this transaction was entered into. If it is later determined that the prospective

lower tier participant knowingly rendered an erroneous certification , in addition to other remedies available to the Federal Government, the City may pursue available remedies, including suspension and/or debarment.

3.1.3. The prospective lower tier participant shall provide immediate written notice to the City if at any time the prospective lower tier participant learns that its certification was erroneous when submitted or has become erroneous by reason of changed circumstances.

3.1.4. The terms “covered transaction,” “debarred,” “suspended,” “ineligible,” “lower tier covered transaction,” “participant,” “persons,” “lower tier covered transaction,” “principal,” “proposal,” and “voluntarily excluded,” as used in this clause, have the meanings set out in the Definitions and Coverage sections of rules implementing Executive Order 12549 [49 CFR Part 29]. You may contact the City of Santa Clarita for assistance in obtaining a copy of those regulations.

3.1.5. The prospective lower tier participant agrees by submitting this proposal that, should the proposed covered transaction be entered into, it sh all not knowingly enter into any lower tier covered transaction with a person who is debarred, suspended, declared ineligible, or voluntarily excluded from participation in this covered transaction, unless authorized in writing by the City.

3.1.6. The prospective lower tier participant further agrees by submitting this bid that it will include the clause titled “Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transaction”, without modification, in all lower tier covered transactions and in all solicitations for lower tier covered transactions.

3.1.7. A participant in a covered transaction may rely upon a certification of a prospective participant in a lower tier covered transaction that it is not debarred, suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is erroneous. A participant may decide the method and frequency by which it determines the eligibility of its principals. Each participant may, but is not required to, check the Non - procurement List issued by U.S. General Service Administration.

3.1.8. Nothing contained in the foregoing shall be construed to require establishment of system of records in order to render in good faith the certification require d by this clause. The knowledge and information of a participant is not required to exceed that which is normally possessed by a prudent person in the ordinary course of business dealings.

3.1.9. Except for transactions authorized under Paragraph 5 of these instr uctions, if a participant in a covered transaction knowingly enters into a lower tier covered transaction with a person who is suspended, debarred, ineligible, or voluntarily excluded from participation in this transaction, in addition to all remedies avai lable to the Federal government, the City may pursue available remedies including suspension and/or debarment.

3.2. Certification Regarding Debarment, Suspension, Ineligibility and Voluntary Exclusion - Lower Tier Covered Transaction

3.2.1. The prospective lower tier participant certifies, by submission of this bid, that neither it nor its “principals” as defined at 49 C.F.R suspended, proposed for debarment, declared

ineligible, or voluntarily excluded from participation in this transaction by any Federal department or agency.

3.2.2. When the prospective lower tier participant is unable to certify to the statements in this certification, such prospective participant shall attach an explanation to this bid.

4. LEGAL RESPONSIBILITIES. 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 are expressly referred to herein or not. Bidders submitting a proposal shall, by such action thereby, agree to each and all of the terms, con ditions, provisions, and requirements set forth, contemplated, and referred to in the plans, specifications, and other contract documents, and to full compliance therewith.

5. UNFAIR BUSINESS PRACTICES CLAIMS: ASSIGNMENT TO AWARDING BODY. Pursuant to Section 7103 of the Public Contracts Code, the contract to be awarded will be defined as a “public works contract.” In entering into a public works contract or a subcontract to supply goods, services, or materials pursuant to a public works contract, the Bidder or subcontractor offers and agrees to assign to the awarding body all rights, title, and interest in and to all causes of action it may have under Section 4 of the Clayton Act (15 U.S.C. Sec 15) or under the Cartwright Act (Chapter 2 commencing with B-12 Section 16700, of Part 2 of Division 7 of the Business and Professions Code), arising from purchases of goods, services, or materials pursuant to the public works contract or the subcontract. This assignment shall be made and become effective at the time the awarding body tenders final payment to the Bidder, without further acknowledgment by the parties.

6. CHANGED CONDITIONS.

6.1. Differing Site Conditions

6.1.1. During the progress of the work, if subsurface or latent physical conditions are encountered at the site differing materially from those indicated in the contract or if unknown physical conditions of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in the work provided for in the contract, are enco untered at the site, the party discovering such conditions shall promptly notify the other party in writing of the specific differing conditions before the site is disturbed and before the affected work is performed.

6.1.2. Upon written notification, the engineer will investigate the conditions, and if it is determined that the conditions materially differ and cause an increase or decrease in the cost or time required for the performance of any work under the contract, an adjustment, excluding anticipated profits, will be made and the contract modified in writing accordingly.

SSPWC (Standard Specifications for Public Works Construction) of the contract is warranted.

6.1.3. No contract adjustment which results in a benefit to the contractor will be allowed unless the contractor has provided the required written notice.

6.1.4. No contract adjustment will be allowed under this clause for any effects caused on unchanged work. (This provision may be omitted by the Local Agency, at their option.)

6.2. Suspensions of Work Ordered by the Engineer

6.2.1. If the performance of all or any portion of the work is suspended or delayed by the engineer in writing for an unreasonable period of time (not originally anticipated, customary, or inherent to the construction industry) and the contractor believes t hat additional compensation and/or contract time is due as a result of such suspension or delay, the contractor shall submit to the engineer in writing a request for adjustment within 7 calendar days of receipt of the notice to resume work. The request sha ll set forth the reasons and support for such adjustment.

6.2.2. Upon receipt, the engineer will evaluate the contractor's request. If the engineer agrees that the cost and/or time required for the performance of the contract has increased as a result of such suspension and the suspension was caused by conditions beyond the control of and not the fault of the contractor, its suppliers, or subcontractors at any approved tier, and not caused by weather, the engineer will make an adjustment (excluding profit) and modify the contract in writing accordingly. The contractor will be notified of the engineer's determination whether or not an adjustment of the contract is warranted.

6.2.3. No contract adjustment will be allowed unless the contractor has submitted the request for adjustment within the time prescribed.

6.2.4. No contract adjustment will be allowed under this clause to the extent that performance would have been suspended or delayed by any other cause, or for which an adjustment is provided or excluded under any other term or condition of this contract.

6.3. Significant Changes in the Character of Work

6.3.1. The engineer reserves the right to make, in writing, at any time during the work, such changes in quantities and such alterations in the work as are necessary to satisfactorily complete the project. Such changes in quantities and alterations shall not invalidate the contract nor release the surety, and the contractor agrees to perform the work as altered.

6.3.2. If the alterations or changes in quantities significantly change the character of the work under the contract, whether such alterations or changes are in themselves significant changes to the character of the work or by affecting other work cause such other work to become significantly different in character, an adjustment, excluding anticipated profit, will be made to the contract. The basis for the adjustment shall be agreed upon prior to the performance of the work. If a basis cannot be agreed upon, then an adjustment will be made either for or against the contractor in such amount as the engineer may determine to be fair and equitable.

6.3.3. If the alterations or changes in quantities do not significantly change the character of the work to be performed under the contract, the altered work will be paid for as provided elsewhere in the contract.

6.3.4. The term “significant change” shall be construed to apply only to the following circumstances:

6.3.4.1. When the character of the work as altered differs materially in kind or nature from that involved or included in the original proposed construction; or

6.3.4.2. When a major item of work, as defined elsewhere in the contract, is increased in excess of 125 percent or decreased below 75 percent of the original contract quantity.

Any allowance for an increase in quantity shall apply only to that portion in excess of 125 percent of original contract item quantity, or in case of a decrease below 75 percent, to the actual amount of work performed.

7. QUALITY ASSURANCE. The Agency uses a Quality Assurance Program (QAP) to ensure a material is produced to comply with the Contract. You may examine the records and reports of tests the Agency performs if they are available at the job site. Schedule work to allow time for QAP.

8. TAXES. All bid pricing submitted shall be deemed to include any applicable taxes, fees, duties, and charges. The City will assume that all such costs have been incorporated into the bid pricing.

9. NONDISCRIMINATION. In the performance of this Contract, Bidder shall not discriminate in recruiting, hiring, promotion, demotion, or termination practices on the basis of race, religious creed, color, national origin, ancestry, sex, age, or physical handicap and shall comply with the provisions of the California Fair Employment & Housing Act (Government Code Section 12900, et seq.), the Federal Civil Rights Act of 1964 (P.L. 88-352) and all amendments thereto, Executive Order No. 11246 (30 Federal Register 12319), and all administrative rules and regulations issued pursuant to said Acts a nd Order.

The contractor shall carry out applicable requirements of Title 49 CFR (Code of Federal Regulations) part 26 in the award and administration of US DOT assisted contracts. Bidder shall likewise require each subcontractor to comply with this paragraph and shall include in each such subcontract language similar to this paragraph. 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 the recipient deems appropriate.

10. SPECIAL PROVISIONS. Failure of the Bidder to fulfill the requirements of the Special Provisions for submittals required to be furnished after bid closing, including but not limited to escrowed bid documents, where applicable, may subject the Bidder to a determination of the Bidder's responsibility in the event it is the apparent low Bidder on future public works contracts.

SECTION C
Bid Submittals

PROPOSAL FORM
Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

TO THE CITY OF SANTA CLARITA, AS CITY:

In accordance with CITY's NOTICE INVITING BIDS, the undersigned BIDDER hereby proposes to furnish all materials, equipment, tools, labor, and incidentals required for the above-stated project as set forth in the plans, specifications, and contract documents therefore, and to perform all work in the manner and time prescribed therein.

BIDDER declares that this proposal is based upon careful examination of the work site, plans, specifications, INSTRUCTIONS TO BIDDERS, and all other contract documents. If this proposal is accepted for award, BIDDER agrees to enter into a contract with CITY at the unit and/or lump sum prices set forth in the following BID SCHEDULE. BIDDER understands that failure to enter into a contract in the manner and time prescribed will result in forfeiture to CITY of the proposal guarantee accompanying this proposal.

BIDDER understands that a bid is required for the entire work that the estimated quantities set forth in BID SCHEDULE are solely for the purpose of comparing bids, and that final compensation under the contract will be based upon the actual quantities of work satisfactorily completed. THE CITY RESERVES THE RIGHT TO INCREASE OR DECREASE THE AMOUNT OF ANY QUANTITY SHOWN AND TO DELETE ANY ITEM FROM THE CONTRACT. It is agreed that the unit and/or lump sum price(s) bid include all appurtenant expenses, taxes, royalties, and fees for the project’s duration. In case of discrepancies in the amounts bid, unit prices shall govern over extended amounts, and words shall govern over figures.

If awarded the contract, the undersigned fu rther agrees that in the event of the Bidder's default in executing the required contract and filing the necessary bonds and insurance certificates within ten working days after the date of the CITY's notice of award of contract to the BIDDER, the proceeds of the security accompanying this bid shall become the property of the CITY and this bid and the acceptance hereof may, at the CITY's option, be considered null and void.

Company Name: _______________________________________

Company Address: _______________________________________

_______________________________________

Phone: _______________________________________

Email: ______________________________________

By: _______________________________________
Print Name

Title: _______________________________________

Signature: _______________________________________

Date: _______________________________________

NOTICE TO BIDDERS REGARDING CONTRACTUAL REQUIREMENTS
Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

SUMMARY OF INDEMNITY AND INSURANCE REQUIREMENTS

1. These are the Indemnity and Insurance Requirements for Contractors providing services or supplies to City of Santa Clarita (City). By agreeing to perform the work or submitting a proposal, you verify that you comply with and agree to be bound by these r equirements. If any additional Contract documents are executed, the actual Indemnity language and Insurance Requirements may include additional provisions as deemed appropriate by City’s Purchasing Agent.

The City reserves the sole right to accept or reject any requests for modifications to these terms.

2. You should check with your Insurance advisors to verify compliance and determine if additional coverage or limits may be needed to adequately insure your obligations under this agreement. These are the minimum required and do not in any way represent or imply that such coverage is sufficient to adequately cover the Contractor’s liability under this agreement. The full coverage and limits afforded under Contractor’s policies of Insurance shall be avai lable to Buyer and these Insurance Requirements shall not in any way act to reduce coverage that is broader or includes higher limits than those required.

The Insurance obligations under this agreement shall be: 1—all the Insurance coverage and limits carried by or available to the Contractor; or 2 —the minimum Insurance requirements shown in this agreement, whichever is greater. Any insurance proceeds in excess of the specified minimum limits and coverage required, which are applicable to a given loss, shall be available to City.

3. Contractor shall furnish the City with original Certificates of Insurance including all required amendatory endorsements and a copy of the Declarations and Endorsement Page of the CGL policy listing all policy endorsements to Cit y before work begins. City reserves the right to require full -certified copies of all Insurance coverage and endorsements.

I. INDEMNIFICATION:

City and its respective elected and appointed boards, officials, officers, agents, employees, and volunteers (individually and collectively, "Indemnitees") shall have no liability to CONTRACTOR or any other person for, and CONTRACTOR shall indemnify, defend, protect, and hold harmless Indemnitees from and against, any and all liabilities, claims, actions, causes of a ction, proceedings, suits, damages, judgments, liens, levies, costs, and expenses of whatever nature, including reasonable attorney's fees and disbursements (collectively, "Claims"), which Indemnitees may suffer or incur or to which Indemnitees may become subject by reason of or arising out of any injury to or death of any person(s), damage to property, loss of use of property, economic loss, or otherwise occurring as a result of or allegedly caused by the CONTRACTOR’S performance of or failure to perform a ny services under this Agreement, or by the negligent or willful acts or omissions of CONTRACTOR, its agents, officers, directors, or employees, committed in performing any of the services under this Agreement.

If any action or proceeding is brought against Indemnitees by reason of any of the matters against which CONTRACTOR has agreed to indemnify Indemnitees as provided above, CONTRACTOR, upon notice from City, shall defend Indemnitees at its expense by counsel acceptable to City, such acceptance not to be

unreasonably withheld. Indemnitees need not have first paid for any of the matters to which Indemnitees are entitled to indemnification in order to be so indemnified. The limits of the insurance required to be maintained by CONTRACTOR in this Agreement shall not limit the liability of CONTRACTOR hereunder. The provisions of this section shall survive the expiration or earlier termination of this agreement.

The provisions of this section do not apply to Claims occurring as a result of the City's active negligence or acts of omission.

II. INSURANCE
CONTRACTOR shall maintain and submit certificates of all applicable insurance including, but not limited to, the following and as otherwise required by law. The terms of the insurance policy or policies issued to provide the above insurance coverage shall provide that said insurance may not be amended or canceled by the carrier, for non -payment of premiums or otherwise, without thirty (30) days prior written notice of amendment or cancellation to the CITY. In the event the said insurance is canceled, the CONTRACTOR shall, prior to the cancellation date, submit to the City Clerk new evidence of insurance in the amounts established.

Liability Insurance
During the entire term of this Agreement, the CONTRACTOR agrees to procure and maintain General Liability insurance at its sole expense to protect against loss from liability imposed by law for damages on account of bodily injury, including death therefrom, suffered or alleged to be suffered by any pe rson or persons whomsoever, resulting directly or indirectly from any act or activities, errors or omissions, of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction, and also to protect against loss from liability i mposed by law for damages to any property of any person caused directly or indirectly by or from acts or activities of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction. Such public liability and property damage i nsurance shall also provide for and protect the CITY against incurring any legal cost in defending claims for alleged loss. Such General, Public and Professional liability and property damage insurance shall be maintained in full force and effect throughou t the term of the Agreement and any extension thereof in the amount indicated above or the following minimum limits:

Commercial General Liability Insurance, including coverage for Premises and Operations, Contractual Liability, Personal Injury Liability, Products/Completed Operations Liability, and Independent Contractors’ Liability (if applicable), in an amount of not less than two million dollars ($2,000,000.00) per occurrence, four million dollars ($4,000,000.00) annual aggregate, written on an occurrence form.

Products/Completed Operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the CONTRACTOR for covered claims arising out of the actions of independent contractors. If the CONTR ACTOR is using subcontractors, the policy must include work performed “by or on behalf” of the CONTRACTOR. Policy shall contain no language that would invalidate or remove the CONTRACTOR’S duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the CONTRACTOR.

Worker's Compensation Insurance
The CONTRACTOR shall procure and maintain, at its sole expense, Worker's Compensation Insurance in the amount of $1,000,000 per occurrence or in such amount as will fully comply with the laws of the State of California and which shall indemnify, insure and provide legal defense for both the CONTRACTOR and the CITY against any loss, claim or damage arising from any injuries o r occupational diseases happening to any worker employed by the CONTRACTOR in the course of carrying out the work within the Agreement. Such insurance shall also contain a waiver of subrogation naming the City of Santa Clarita.

Automotive Insurance
The CONTRACTOR shall procure and maintain, at its sole expense, throughout the term of this Agreement, and any extension thereof, public liability and property damage insurance coverage for automotive equipment with coverage limits of not less than $1,000,000 com bined single limit for each accident. All such insurance shall be primary insurance and shall name the City of Santa Clarita as an additional insured.

Builder’s Risk
Upon commencement of construction and with approval of CITY, CONTRACTOR shall obtain and maintain Builder’s Risk Insurance for the entire duration of the Project until only the CITY has an insurable interest.

The Builder’s Risk coverage shall include the coverages as specified below:

The named insureds shall be CONTRACTOR and CITY, including it s officers, officials, employees, and agents. All subcontractors (excluding those solely responsible for design work) of any tier and suppliers shall be included as additional insureds as their interests may appear. CONTRACTOR shall not be required to maintain property insurance for any portion of the Project following transfer of control thereof to CITY.

The policy shall contain a provision that all proceeds from the Builder’s Risk Policy shall be made payable to the CITY. The CITY will act as a fiduciary for all other interests in the Project.

Policy shall be provided for replacement value on an "all risk" basis for the completed value of the project.

There shall be no coinsurance penalty or provisional limit provision in any such policy. Policy must include:
(1) coverage for any ensuing loss from faulty workmanship, nonconforming work, omission or deficiency in design or specifications; (2) coverage against machinery accidents and operational testing; (3) coverage for removal of debris, and insuring the bu ildings, structures, machinery, equipment, materials, facilities, fixtures and all other properties constituting a part of the Project; (4) Ordinance or law coverage for contingent rebuilding, demolition, and increased costs of construction; (5) transit co verage (unless insured by the supplier or receiving contractor), with sub -limits sufficient to insure the full replacement value of any key equipment item; (6) ocean marine cargo coverage insuring any Project materials or supplies, if applicable; (7) cover age with sub-limits sufficient to insure the full replacement value of any property or equipment stored either on or off the site or any staging area. Such insurance shall be on a form acceptable to CITY to ensure adequacy of terms and sub -limits and shall be submitted to the CITY prior to commencement of construction.

Fire and Extended Coverage Insurance (Services involving real property only) CONTRACTOR agrees to procure and maintain, at its sole expense, during the term of this Agreement, and any extension thereof, a policy of fire, extended coverage and vandalism insurance.

Pollution Liability and/or Asbestos Pollution Liability and/or Errors & Omissions Contractors Pollution Liability and/or Asbestos Pollution Liability and/or Errors & Omissions with limit no less than $2,000,000 per claim or occurrence and $2,000,000 aggregate per policy period of one year.

Coverage must be included for bodily injury and property damage, including coverage for loss of use and/or diminution in property value, and for cle an-up costs arising out of, pertaining to, or in any way related to the actual or alleged discharge, dispersal, seepage, migration, release or escape of contaminants or pollutants, arising out of or pertaining to the services provided by CONTRACTOR under this Agreement, including the transportation of hazardous materials or contaminants.

Professional Liability (if Design-Build)
Professional Liability Insurance, insuring against professional errors and omissions arising from CONTRACTOR’S work on the Project, in an amount not less than [$2,000,000] combined single limit for each occurrence. If CONTRACTOR cannot provide an occurrence policy, CONTRACTOR shall provide insurance covering claims made as a result of performance of work on this Project and shall maintain such insurance in effect for not less than three years following final completion of the Project.

Waiver of Subrogation
All insurance coverage maintained or procured pursuant to this Agreement shall be endorsed to waive subrogation against the CITY, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow CONTRACTOR or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss. CONTRACTOR hereby waives its own right of recovery against the CITY, and shall require similar written express waivers and insurance clauses from each of its subconsultants.

Separation of Insureds
A severability of interests provision must apply for all additional i nsureds ensuring that CONTRACTOR’S insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions.

Pass Through Clause
CONTRACTOR agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by CONTRACTOR, provide the same minimum insurance coverage and endorsements required of CONTRACTOR. CONTRACTOR agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section. CONTRACTOR agrees that upon request, all Agreements with consultants, subcontractors, and others engaged in the project will be submitted to the CITY for review.

Self-Insured Retentions
Any self-insured retentions must be declared to and approved by the CITY. The CITY reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible. Self -insurance will not be considered to comply with these specifications unless approved by the CITY.

Primary and Additional Insured
All of such insurance shall be primary and shall name the City of Santa Clarita as additional insured. A Certificate of Insurance and an additional insured endorsement (for general and automobile liability), evidencing the above insurance coverage with a company acceptable to the City’s Purchasing Agent shall be submitted to the CITY prior to execution of this Agreement on behalf of the CITY.

Requirements
Should CONTRACTOR, for any reason, fail to obtain and maintain the insurance required by this Agreement, CITY may obtain coverage at CONTRACTOR’S expense and deduct the cost of such insurance from payments due to CONTRACTOR under this Agreement or terminate. In the alternative, should CONTRACTOR fail to meet any of the insurance requirements under this Agreement, CITY may cancel the Agreement immediately with no penalty.

Should CONTRACTOR’S insurance required by this Agreement be canceled at any point prior to expiration of the policy, CONTRACTOR must notify CITY within 24 hours of receipt of notice of cance lation.

Furthermore, CONTRACTOR must obtain replacement coverage that meets all contractual requirements within 10 days of the prior insurer’s issuance of notice of cancelation. CONTRACTOR must ensure that there is no lapse in coverage.

If the operation under this Agreement results in an increased or decreased risk in the opinion of the City’s Purchasing Agent, then the CONTRACTOR agrees that the minimum limits herein above designated shall be changed accordingly upon request by the City’s Purchasing Agent.

The CONTRACTOR agrees that provisions of this paragraph as to maintenance of insurance shall not be construed as limiting in any way the extent to which the CONTRACTOR may be held responsible for the payment of damages to persons or property resulting from the CONTRACTOR'S activities or the activities of any person or persons for which the CONTRACTOR is otherwise responsible.

I have read and understand the above requirements and agree to be bound by them for any work performed for the City.

Authorized Signature: ______________________________ Date: ___________________

Printed Name: ____________________________________

BIDDER'S INFORMATION AND CERTIFICATION
Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, CA

Bidder certifies that the representations of the bid are true and correct and made under penalty of perjury.

EQUAL EMPLOYMENT OPPORTUNITY COMPLIANCE

Bidder certifies that in all previous contracts or subcontracts, all reports which may have been due under the requirements of any CITY, State, or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.

AFFIRMATIVE ACTION CERTIFICATION

Bidder certifies that affirmative action has been taken to seek out and consider minority business enterprises for those portions of the work to be subcontracted, and that such affirmative actions have been fully documented, that said documentation is open to inspection, and that said affirmative action will remain in effect for the life of any contract awarded hereunder. Furthermore, Bidder certifies that affirmative action will be taken to meet all equal employment opportunity requirements of the contract documents.

CERTIFICATION REGARDING DIR CONTRACTOR/SUBCONTRACTOR REGISTRATION

By my signature hereunder, as the Contractor, I certify that Contractor, and all Subcontractors listed on the Subcontractor Designations form are the subject of current and active contractor registrations pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720) of the California Labor Code. Contractor’s registration number is indicated below. Sub contractors’ registration numbers are indicated on the Subcontractor Designations form.

Bidder's Name: __________________________________________________________________________

Business Address: _______________________________________________________________________

Telephone No.: _________________________________________________________________________

State CONTRACTOR's License No. & Class: ____________________________________________________

DIR No.: _______________________________________________________________________________

Original Date: _________________________________ Expiration Date: ____________________________

The following are the names, titles, addresses, and phone numbers of all individuals, firm members, partners, joint ventures, and/or corporate officers having a principal interest in this proposal:

______________________________________________________________________________________

______________________________________________________________________________________

______________________________________________________________________________________

______________________________________________________________________________________

The dates of any voluntary or involuntary bankruptcy judgments against any principal having an interest in this proposal, or any firm, corporation, partnership or joint venture of which any principal having an interest in this proposal was an owner, corporate officer, partner or joint venture are as follows:

______________________________________________________________________________________

______________________________________________________________________________________

______________________________________________________________________________________

______________________________________________________________________________________

All current and prior DBAs, alias, and/or fictitious business names for any principal having an interest in this proposal are as follows:
______________________________________________________________________________________

______________________________________________________________________________________

______________________________________________________________________________________

IN WITNESS WHEREOF, BIDDER executes and submits this proposal with the names, title, hands, and seals of all aforementioned principals this _________ day of _____ 20___.

BIDDER: _________________________________________________________ Signature

_________________________________________________________ Name and Title of Signatory

_________________________________________________________ Legal Name of Bidder

_________________________________________________________ Address

_______________________ ___________________
Telephone Number Federal Tax I.D. No.

BIDDER’S QUESTIONNAIRE
Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

1. Submitted by: ___________________________ Telephone: ____________________________________________ Principal Office Address: ___________________________________________________________________________

2. Type of Firm:
❑ C Corporation
❑ S Corporation
❑ Individual/Sole Proprietor or Single –Member LLC
❑ Partnership
❑ Limited Liability Company “C” C-Corp
❑ Limited Liability Company “S” S-Corp
❑ Limited Liability Company “P” Partnership
❑ Other ________________________________________________________________________________

3a. If a corporation, answer these questions:

Date of Incorporation: _______________State of Incorporation: ____________________________________________ President’s Name: _________________________________________________________________________________ Vice-President’s Name: _____________________________________________________________________________ Secretary or Clerk’s Name: __________________________________________________________________________ Treasurer’s Name: _________________________________________________________________________________

3b. If a partnership, answer these questions:

Date of organization: _____________________State Organized in: _________________________________________ Name of all partners holding more than a 10% interest: ___________________________________________________ _____________________________ ______________________________ _______________________________ _____________________________ ______________________________ _______________________________ _____________________________ ______________________________ _______________________________ Designate which are General or Managing Partners.

BIDDER’S QUESTIONNAIRE (cont’d)
Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

4. Name of person holding CONTRACTOR’s license: ___________________________________________________ License number: __________ Class: __________Expiration Date: _____________________________________ D.I.R. Registration # _______________

5. CONTRACTOR’s Representative: _________________________________________________________________ Title: _______________________________________________________________________________________ Alternate: ___________________________________________________________________________________ Title: _______________________________________________________________________________________

6. List the major construction projects your organization has in progress as of this date:

A.

Owner: _____________________________________________________________________________________ Project Location: ___________________________________________________ __________________________ Type of Project: ______________________________________________________________________________

B.

Owner: _____________________________________________________________________________________ Project Location: ___________________________________________________ __________________________ Type of Project: ______________________________________________________________________________

C.

Owner: _____________________________________________________________________________________ Project Location: ___________________________________________________ __________________________ Type of Project: ______________________________________________________________________________

CERTIFICATION OF NON-SEGREGATED FACILITIES

Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

The BIDDER certifies that it does not maintain or provide for its employees any segregated facilities at any of its establishments, and that it does not permit its employees to perform their services at any location, under its control, where segregated facilities are maintained. The BIDDER certifies further that it will not maintain or provide for its employees any segregated facilities at any of its establishments, and that it will not permit its employees to perform th eir services at any location, under its control, where segregated facilities are maintained. The BIDDER agrees that a breach of this certification is a violation of the Equal Opportunity clause in this Contract. As used in this certification, the term “segregated facilities” means any waiting rooms, work areas, rest rooms, and wash rooms, restaurants and other eating areas, time clocks, locker rooms and other storage or dressing areas, parking lots, drinking fountains, recreation or entertainment areas, transportation, and housing facilities provided for employees which are segregated by explicit directive or are in fact segregated on the basis of race, creed, color, or national origin, because of habit, local custom, or otherwise. The BIDDER agrees that (ex cept where it has obtained identical certifications from proposed subcontractors for specific time periods) it will obtain identical certifications from proposed subcontractors prior to the award of subcontracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity clause, and that it will retain such certifications in its files.

BIDDER

Required by the May 19, 1967 order on Elimination of Segregated Facilities, by the Secretary of Labor – 32 F.R. 7439, May 19, 1967 (F.R. Vol. 33, No. 33 – Friday, February 16, 1968 – p. 3065).

DESIGNATION OF SUBCONTRACTORS
Bid # PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California
Listed below are the names and locations of the places of business of each subcontractor, supplier, and vendor who will perform work or labor or render service in excess of ½ of 1 percent, or $10,000 (whichever is greater) of the prime contractor's total bid . If no Subcontractors will be used fill out the form with NA. Add addt. sheets if needed.

Subcontractor

DIR Registration No.* Dollar Value of Work

Location and Place of Business

Bid Schedule Item No’s: Description of Work
License No.

Exp. Date: / / Phone ( )
Subcontractor

DIR Registration No.* Dollar Value of Work

Location and Place of Business

Bid Schedule Item No’s:

Description of Work
License No.

Exp. Date: / / Phone ( )
Subcontractor

DIR Registration No.* Dollar Value of Work

Location and Place of Business

Bid Schedule Item No’s: Description of Work
License No.

Exp. Date: / / Phone ( )

NOTE: A BIDDER 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 BIDDER 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 BIDDER is registered to perform public work pursuant to Section 1725.5 of the Labor Code at the time the contract is awarded. *Pursuant to Division 2, Part 7, Chapter 1 (commencing with section 1720) of the California Labor Code.

REFERENCES

Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

The following are the names, addresses, and telephone numbers of three public agencies for which bidder has performed and completed work of a similar scope and size within the past 3 years. If the scope of work/specifications requests references different than instructions above, the scope of work/specifications shall govern:

1. __________________________________________________________________________________ Name and Address of Owner / Agency

__________________________________________________________________________________ Name and Telephone Number of Person Familiar with Project

__________________________________________________________________________________ Contract Amount Type of Work Date Completed

2. __________________________________________________________________________________ Name and Address of Owner / Agency

___________________________________________________________________________________ Name and Telephone Number of Person Familiar with Project

__________________________________________________________________________________ Contract Amount Type of Work Date Completed

3. __________________________________________________________________________________ Name and Address of Owner / Agency

__________________________________________________________________________________ Name and Telephone Number of Person Familiar with Project

__________________________________________________________________________________ Contract Amount Type of Work Date Completed

The following are the names, addresses, and telephone numbers of all brokers and sureties from whom bidder intends to procure insurance bonds: __________________________________________________

______________________________________________________________________________________

BIDDER’S BOND

Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

Proposals must be accompanied by a proposal guarantee consisting of a certified check, cashier's check or BIDDER's bid bond payable to the CITY or cash deposit in the amount not less than ten (10) percent of the total amount bid. Certified check, cashier’s check or Bidder’s bid bond must be received at City Hall, 23920 Valencia Blvd., Santa Clarita, CA 91355, Attn: Purchasing, Suite 120, and mark ed with the words “BID BOND FOR” and the bid #, no later than the bid closing date and time, for the BIDDER to be considered responsive.

NOTE: The following form shall be used in case check accompanies bid.

Accompanying this Proposal is a *certified/cashier's check payable to the order of the City of Santa Clarita for: ____________________________________________ dollars ($__________), this amount being not less than ten percent (10%) of the total amount of the bid. The proceeds of this check shall become the property of said CITY provided this Proposal shall be accepted by said CITY through action of its legally constituted contracting authorities, and the undersigned shall fail to execute a contract and furnish the required bonds within the stipulated time; otherwise, the check shall be returned to the undersigned.

Project Name: Bouquet Canyon Park Parking Lot Refurbishment Bid No. PPOS-25-26-P0032
Project No. P0032

________________________________________________________ Bidder’s Signature

________________________________________________________

CONTRACTOR/BIDDER

________________________________________________________ Address

________________________________________________________ City, State, Zip Code

* Delete the inapplicable work.

NOTE: If the bidder desires to use a bond instead of a check, the following form shall be executed.

The sum of this bond shall be not less than ten percent (10%) of the total amount of the bid.

PROPOSAL GUARANTEE BID BOND

Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

KNOW ALL PERSONS BY THESE PRESENTS that _____________________________________, as BIDDER, and _______________________________________________as SURETY, are held and firmly bound unto the City of Santa Clarita, as CITY, in the penal sum of___________ dollars ($____________ ), which is ten percent (10%) of the total amount bid by BIDDER to CITY for the above -stated project, for the payment of which sum, BIDDER and SURETY agree to be bound, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas BIDDER is about to submit a bid to CITY for the above-stated project, if said bid is rejected, or if said bid is accepted and the contract is awarded and entered into by BIDDER in the manner and time specified, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of CITY.

IN WITNESS WHEREAS, the parties hereto have set their names, titles, hands, and seals, this ______________________ Day of _________________________, 20___.

CONTRACTOR: __
Name and Title of Signatory Signature

_________________________________ ________________ ________ Legal Name of Bidder

_______________________________ __________ ________________ Bidder Address

_________ _____________ __________ ___________ Telephone Number Federal Tax I.D. No.

SURETY*: ______________________________________ ___________________ Name

_____________________________ ____________________________ Phone Number and Email

_______________________________________ __________________ Address

*Provide BIDDER and SURETY name, phone number, email, and the name, title, address, and phone number for authorized representative. IMPORTANT - Surety C ompanies executing Bonds must appear on the Treasury Department's most current list (Circular 570, as amended) and be authorized to transact business in the State where the project is located.

Surety signatures must be notarized prior to submittal.

NON-COLLUSION AFFIDAVIT
(Title 23 United States Code Section 112 and Public Contract Code Section 7106)

Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

To the CITY OF SANTA CLARITA:

In conformance with Title 23 United States Code Section 112 and Public Contract Code 7106, the Bidder declares that the bid is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the bid is genuine and not collusive or sham; that the Bidder has not directly or indirectly induced or solicited any other bidder to put in a false or sham bid, and has not directly or indirectly colluded, conspired, connived, or agreed with any bidder or anyone else to put in a sham bid, or that anyone shall refrain from bidding; that the Bidder has not in any manner, directly or indirectly, sought by agreement, communication, or conference with anyone to fix the bid price of the Bidder or any other bidder, or to fix any overhead, profit, or cost element of the bid price, or of that of any other bidder, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the bid are true; and, further, that the Bidder has not, directly or indirectly, submitted his or her bid price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, bid depository, or to any member or agent thereof to effectuate a collusive or sham bid.

THE BIDDER'S EXECUTION ON THE SIGNATURE PO RTION OF THE “BIDDER’S CERTIFICATION” SHALL

ALSO CONSTITUTE AN ENDORSEMENT AND EXECUTION OF THOSE CERTIFICATIONS WHICH FORM A PART OF THE PROPOSAL. BIDDERS ARE CAUTIONED THAT MAKING A FALSE CERTIFICATION MAY SUBJECT THE CERTIFIER TO CRIMINAL PROSECUTION.

NON-COLLUSION AFFIDAVIT

Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

TO BE EXECUTED BY EACH BIDDER OF A PRINCIPAL CONTRACT

STATE OF CALIFORNIA )
) §

COUNTY OF LOS ANGELES )

__________________________________________ being first duly sworn deposes and says that he/she is the _______________________________________ (sole owner, a partner, president, etc.) of __________________________________________________ the party making the foregoing bid; that such bid is not made in the interest of or behalf of any undisclosed person, partnership, company, association, organization or corporation, that such bid is genuine and not collusive or sham, that said BIDDER has not directly or indirectly induced or solicited any other BIDDER to put in a false or sham bid, or that anyone shall refrain from bidding, that said BIDDER has not in any manner, directly or indirectly sought by agreements, communication or conference with anyone to fix the bid price of said BIDDER or of any other BIDDER, or to fix the overhead, profit, or cost element of such bid price, or of that of any other BIDDER, or to secure any advantage against the public body awarding the Contract or anyone interested in the proposed Contract; that all statements contained in such bid are true, and further, that said BIDDER has not, directly or indirectly, submitted its bid price, or any breakdown thereof, or the contents thereof, or divulged information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company, association, organization, bid depository, or to any member or CITY thereof, or to any other individual information or date relative thereto, or paid and will not pay any fee in connection, therewith to any corporation, partnership, company association, organization, bid depository, or to any member or CITY thereof, or to any other individual, except to such person or persons as have a partnership or other financial interest with said BIDDER in his general business.

Bidder: _________________________________________________ Signature

Title _________________________________________________

SECTION D
Subcontractor Information

SUBCONTRACTORS

Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

1. SUBCONTRACTORS. The BIDDER perform s not less than fifty (50%) percent of the original contract work with the bidder’s own organization.

2. LIST OF SUBCONTRACTORS. No more than fifty (50%) percent of the work, as defined by the contract price, may be done by subcontractors. Copies of subcontracts will be provided to the City Engineer upon his request.

2.1. Each BIDDER must submit with his bid the following:

2.1.1. The Full name of each subcontracting firm as required by Government Code, Sec. 4201, typed or legibly printed.

2.1.2. The address of each firm.

2.1.3. The telephone number at the place of business.

2.1.4. Work to be performed by each subcontracting firm.

2.1.5. Total approximate dollar amount of each subcontract.

2.2. Submit the " Designation of Subcontractors " form enclosed herewith. No Contract shall be considered unless such list is submitted as required.

3. PROMPT PROGRESS PAYMENT TO SUBCONTRACTORS. A prime contractor or subcontractor shall pay to any subcontractor, not later than 30 days after receipt of each progress payment, unless otherwise agreed to in writing, the respective amou nts allowed the contractor on account of the work performed by the subcontractors, to the extent of each subcontractor’s interest therein in accordance with the provision in Section 7108.5 of the California Business and Professions Code concerning prompt payment to subcontractors. In the event that there is a good faith dispute over all or any portion of the amount due on a progress payment from the prime contractor or subcontractor to a subcontractor, the prime contractor or subcontractor may withhold no more than 150 percent of the disputed amount. Any violation of this section shall constitute a cause for disciplinary action and shall subject the licensee to a penalty, payable to the subcontractor, of 2 percent of the amount due per month for every month that payment is not made. In any action for the collection of funds wrongfully withheld, the prevailing party shall be entitled to his or her attorney’s fees and costs. The sanctions authorized under this section shall be separate from, and in addition to, all other remedies, either civil, administrative, or criminal.

4. CALIFORNIA DEBARRED CONTRACTORS AND SUBCONTRACTORS. Sections 1720 et seq. of the Labor Code and Section 6109 of the Public Contract Code apply to the Contract, and each potential bidder and Subcontractor is responsible to be in full compliance with those laws. lf a potential bidder or subcontractor has been found by the California Labor Commissioner to be in violation of Section 1720 et seq. of the Labor Code, in accordance with Section 1777.1of the Labor Code, the potential bidder shall be ineligible to bid or be awarded a contract or to perform work on any City public works project. ln accordance with Section 6109 of the Public Contract Code any subcontractor who is ineligible to

perform work on a public works project pursuant to Section 1777.1 or 1777.7 of the Labor Code is prohibited from performing work on any City public works project. Pursuant to Section 6109(b) of the Public Contract Code, any contract on a City public works project entered into between a bidder and a debarred subcontractor is void as a matter of law. A debarred subcontractor may not receive any City money for performing work as a subcontractor on a City public works contract, and any City money that may have been paid to a debarred subcontractor by a bidder on the project shall be returned to the City. The bidder shall be responsible for the payment of wages to workers of a debarred subcontractor who has been allowed to work on the City project.

5. PERFORMANCE OF SUBCONTRACTORS.

5.1. The subcontractors listed by the Contractor in conformance with Section 3-3, "Subcontracts" of the (SSPWC), shall perform the work and supply the materials for which they are listed, unless the Contractor has received prior written authorization to perform the work with other forces or to obtain the materials from other sources.

5.2. The subcontractors listed by you in the Contract Documents shall list therein the name and address of each subcontractor to whom the bidder proposes to subcontract por tions of the work in an amount in excess of one-half of one percent of the total bid or $10,000, whichever is greater, in accordance with the Subletting and Subcontracting Fair Practices Act, commencing with Section 4100 of the Public Contract Code. The bidder's attention is invited to other provisions of the Act related to the imposition of penalties for a failure to observe its provisions by using unauthorized subcontractors or by making unauthorized substitutions.

SECTION E
Awardee Sample Forms

SAMPLE AGREEMENT

CON-9
Council Approval Date: _____________
Agenda Item: _____________
Contract Amount: _____________

CAPITAL IMPROVEMENT PROJECT AGREEMENT (STATE)

BETWEEN

THE CITY OF SANTA CLARITA
AND
<CONTRACTOR NAME>
FOR
<FULL PROJECT NAME>
<PHASE NUMBER AND PHASE DESCRIPTION (AS APPLICABLE)>
<CITY BID NO. (AS APPLICABLE) OR CITY PROJECT NO. (ONLY IF BID No. is N/A)> <FEDERAL PROJECT/ID NUMBER (AS APPLICABLE)>
<BRIEF DESCRIPTION OF SERVICES>

This AGREEMENT is made and entered into for the above -stated project BY AND BETWEEN the CITY OF SANTA CLARITA, as CITY, and
as CONTRACTOR.

CITY and CONTRACTOR have mutually agreed as follows:

ARTICLE I

That contract documents for the aforesaid project shall consist of the Notice Inviting Bids, Instructions to Bidders, Proposal, General Specifications, Standard Specifications, Special Provisions, Plans, and all referenced specifications, details, standard drawings, special drawings, and appendices; together with this AGREEMENT and all required bonds, insurance certificates, permits, notices, and affidavits; and also including any and all addenda or supplem ental agreements clarifying or extending the work contemplated as may be required to insure its completion in an acceptable manner. All of the provisions of said AGREEMENT documents are made a part hereof as though fully set forth herein.

ARTICLE II

For and in consideration of the payments and agreements to be made and performed by CITY, CONTRACTOR agrees to furnish all materials and perform all work required for the above-stated project, and to fulfill all other obligations as set forth in the aforesaid contract documents.

ARTICLE III

CONTRACTOR agrees to receive and accept the prices set forth in the Proposal as full compensation for furnishing all materials, performing all work, and fulfilling all obligations hereunder. Said compensation shall cover all expenses, losses, damages, and consequences arising out of the nature of the work during its progress or prior to its acceptance including those for well

and faithfully completing the work and the whole thereof in the manner and time specified in the aforesaid contract documents; and a lso including those arising from actions of the elements, unforeseen difficulties or obstructions encountered in the prosecution of the work, suspension or discontinuance of the work, and all other unknowns or risks of any description connected with the work.

Except for defaults of subcontractors at any tier, CONTRACTOR shall not be liable for any excess costs if the failure to perform the Agreement arises from causes beyond the control and without the fault or negligence of CONTRACTOR, including without l imitation failure to reasonably mitigate any adverse impacts (Force Majeure). Force Majeure events include the following: Acts of God, fires, floods, earthquake, other natural disasters, epidemics and pandemics (other than COVID-19 or variants), abnormal weather conditions beyond the parameters otherwise set forth in this Article, nuclear accidents, strikes, lockouts, freight embargos, interruptions in service by a regulated utility, or governmental statutes or regulations enacted or imposed after the fact (together, “force majeure events”).

ARTICLE IV

CITY hereby promises and agrees to employ, and does hereby employ, CONTRACTOR to provide the materials, do the work, and fulfill the obligations according to the terms and conditions herein contained and referred to, for the prices aforesaid, and hereby contracts to pay the same at the time, in the manner, and upon the conditions set forth in the contract documents.

ARTICLE V

City and its respective elected and appointed boards, officials, officers, agents, employees, and volunteers (individually and collectively, "Indemnitees") shall have no liability to CONTRACTOR or any other person for, and CONTRACTOR shall indemnify, defen d, protect, and hold harmless Indemnitees from and against, any and all liabilities, claims, actions, causes of action, proceedings, suits, damages, judgments, liens, levies, costs, and expenses of whatever nature, including reasonable attorney's fees and disbursements (collectively, "Claims"), which Indemnitees may suffer or incur or to which Indemnitees may become subject by reason of or arising out of any injury to or death of any person(s), damage to property, loss of use of property, economic loss, or otherwise occurring as a result of or allegedly caused by the CONTRACTOR’S performance of or failure to perform any services under this Agreement, or by the negligent or willful acts or omissions of CONTRACTOR, its agents, officers, directors, or employees , committed in performing any of the services under this Agreement.

If any action or proceeding is brought against Indemnitees by reason of any of the matters against which CONTRACTOR has agreed to indemnify Indemnitees as provided above, CONTRACTOR, upon notice from City, shall defend Indemnitees at its expense by counsel acceptable to City, such acceptance not to be unreasonably withheld. Indemnitees need not have first paid for any of the matters to which Indemnitees are entitled to indemnification in order to be so indemnified. The limits of the insurance required to be maintained by CONTRACTOR in this Agreement shall not limit the liability of CONTRACTOR hereunder. The provisions of this section shall survive the expiration or earlier termination of this agreement.

The provisions of this section do not apply to Claims occurring as a result of the City's active

negligence or acts of omission.

ARTICLE VI

The provisions of this section are provided in compliance with Public Contract Code Section 9204; they provide the procedures for any claims related to the Work performed under this Agreement.

1. Claim Definition. “Claim" means a separate demand by CONTRACTOR sent by registered mail or certified mail with return receipt requested, for one or more of the following:

a. A time extension, including, without limitation, for relief from damages or penalties for delay assessed by CITY.

b. Payment by CITY of money or damages arising from the Services performed by, or on behalf of, CONTRACTOR pursuant to the Agreement and payment for which is not otherwise expressly provided or to which CONTRACTOR is not otherwise entitled.

c. Payment of an amount that is disputed by CITY.

2. Claim Process.

a. Timing. Any Claim must be submitted to CITY in compliance with the requirements of this section no later than fourteen (14) days following the event or occurrence giving rise to the Claim. This time requirement is mandatory; failure to submit a Claim within fourteen (14) days will result in its being deemed waived.

b. Submission. The Claim must be submitted to CITY in writing, clearly identified as a “Claim” submitted pursuant to this Article VI and must include reasonable documentation substantiating the Claim. The Claim must clearly identify and describe the dispute, including relevant references to applicable portions of the Agreement, and a chronology of relevant events. Any Claim for additional payment must include a complete, itemized breakdown of all labor, materials, taxes, insurance, and subcontract, or other costs. Substantiating documentation such as payroll records, receipts, invoices, or the like, must be submitted in support of each claimed cost. Any Claim for an extension of time or delay costs must be substantiated with schedule analysis and narrative depicting and explaining claimed time impacts.

c. Review. Upon receipt of a Claim in compliance with this Article VI, CITY shall conduct a reasonable review of the Claim and, within a period not to exceed 45 days from receipt, shall provide CONTRACTOR a written statement identifying what portion of the Claim is disputed and what portion is undisputed. Upon receipt of a Claim, CITY and CONTRACTOR may, by mutual agreement, extend the time period provided in this paragraph 2.

d. If CITY Approval Required. If CITY needs approval from its governing body to provide CONTRACTOR a written statement identifying the disputed portion and the undisputed portion of the Claim, and CITY’S governing body does not meet within

the 45 days or within the mutually agreed to extension of time following receipt of a Claim sent by registered mail or certified mail, return receipt requested, CITY shall have up to three days following the next duly publicly noticed meeting of CITY after the 45 -day period, or extension, expires to provide CONTRACTOR a wr itten statement identifying the disputed portion and the undisputed portion.

e. Payment. Any payment due on an undisputed portion of the Claim shall be processed and made within 60 days after CITY issues its written statement. If CITY fails to issue a written statement, paragraph 3, below, shall apply.

3. Disputed Claims

a. Meet and Confer. If CONTRACTOR disputes CITY’S written response, or if CITY fails to respond to a Claim submitted pursuant to this Article within the time prescribed, CONTRACTOR may demand in writing an informal conference to meet and confer for settlement of the issues in dispute. Upon receipt of a demand in writing sent by registered mail or certified mail, return receipt requested, CITY shall schedule a meet and confer conference within 30 days for settlement of the dispute. Within 10 business days following the conclusion of the meet and confer conference, if the Claim or any portion of the Claim remains in dispute, CITY shall provide CONTRACTOR a written statement identifying the portion of the Claim that remains in dispute and the portion that is undisputed. Any payment due on an undisputed portion of the Claim shall be processed and made within 60 days after CITY issues its written statement.

b. Mediation. Any remaining disputed por tion of the Claim, as identified by CONTRACTOR in writing, shall be submitted to nonbinding mediation, with CITY and CONTRACTOR sharing the associated costs equally. CITY and CONTRACTOR shall mutually agree to a mediator within 10 business days after the disputed portion of the Claim has been identified in writing by CONTRACTOR. If the parties cannot agree upon a mediator, each party shall select a mediator and those mediators shall select a qualified neutral third party to mediate the disputed portion of t he Claim. Each party shall bear the fees and costs charged by its respective mediator in connection with the selection of the neutral mediator. If mediation is unsuccessful, the parts of the Claim remaining in dispute shall be subject to any other remedies authorized by the Agreement and laws.

i. For purposes of this paragraph 3.B, mediation includes any nonbinding process, including, but not limited to, neutral evaluation or a dispute review board, in which an independent third party or board assists the par ties in dispute resolution through negotiation or by issuance of an evaluation. Any mediation utilized shall conform to the timeframes in this section.

ii. Unless otherwise agreed to by CITY and CONTRACTOR in writing, the mediation conducted pursuant to this section shall excuse any further obligation, if any, under Public Contract Code Section 20104.4 to mediate after litigation has been commenced.

4. CITY’S Failure to Respond. Failure by CITY to respond to a Claim from CONTRACTOR within the time periods described in this Article or to otherwise meet the time requirements of this Article shall result in the Claim being deemed rejected in its entirety. A Claim that is denied by reason of CITY’S failure to have responded to a Claim, or its failure to otherwise meet the time requirements of this Article, shall not constitute an adverse finding with regard to the merits of the Claim or the responsibility or qualifications of CONTRACTOR.

5. Interest. Amounts not paid in a timely manner as required by this section shall bear interest at seven (7) percent per annum.

6. Approved Subcontractor Claims. If an approved subcontractor or a lower tier subcontractor lacks legal standing to assert a Claim against CITY because privity of contract does not exist, CONTRACTOR may pr esent to CITY a Claim on behalf of a subcontractor or lower tier subcontractor. A subcontractor may request in writing, either on his or her own behalf or on behalf of a lower tier subcontractor, that CONTRACTOR present a Claim for work which was performed by the subcontractor or by a lower tier subcontractor on behalf of the subcontractor.

The subcontractor requesting that the Claim be presented to CITY shall furnish reasonable documentation to support the Claim. Within 45 days of receipt of this written r equest, CONTRACTOR shall notify the subcontractor in writing as to whether CONTRACTOR presented the claim to CITY and, if CONTRACTOR did not present the claim, provide the subcontractor with a statement of the reasons for not having done so.

Waiver of Provisions. A waiver of the rights granted by Public Contract Code Section 9204 is void and contrary to public policy, provided, however, that (1) upon receipt of a Claim, the parties may mutually agree to waive, in writing, mediation and proceed directly to the commencement of a civil action or binding arbitration, as applicable; and (2) CITY may prescribe reasonable change order, claim, and dispute resolution procedures and requirements in addition to the provisions of Public Contract Code Section 9204, so long as the contractual provisions do not conflict with or otherwise impair the timeframes and procedures set forth in this Article.

ARTICLE VII

CONTRACTOR affirms that the signatures set forth hereinafter in execution of this AGREEMENT represent all individuals, firm members, partners, joint venturers, or corporate officers having principal interest herein.

ARTICLE VIII

Nature of Relationship

CONTRACTOR shall not be subject to day -to-day supervision and control by CITY employees or officials. CONTRACTOR shall perform services in accordance with the rules, regulations and policies of CITY respecting such services, and in accordance with appropr iate standards of professional conduct, if any, applicable to the services provided. CITY shall not be responsible for withholding any payroll or other taxes on behalf of CONTRACTOR. It is understood and agreed that the CONTRACTOR is, and at all times shall be, an independent CONTRACTOR and nothing contained herein shall be construed as making the CONTRACTOR, or any individual whose compensation for services is paid by the CONTRACTOR, an agent or employee of the

CITY, or authorizing the CONTRACTOR to create or assume any obligation of liability for or on behalf of the CITY.

ARTICLE IX

CONTRACTOR shall maintain and submit certificates of all applicable insurance including, but not limited to, the following and as otherwise required by law. The terms of t he insurance policy or policies issued to provide the above insurance coverage shall provide that said insurance may not be amended or canceled by the carrier, for non-payment of premiums or otherwise, without thirty (30) days prior written notice of amendment or cancellation to the CITY. In the event the said insurance is canceled, the CONTRACTOR shall, prior to the cancellation date, submit to the City Clerk new evidence of insurance in the amounts established.

Liability Insurance

During the entire ter m of this agreement, the CONTRACTOR agrees to procure and maintain General Liability insurance at its sole expense to protect against loss from liability imposed by law for damages on account of bodily injury, including death therefrom, suffered or alleged to be suffered by any person or persons whomsoever, resulting directly or indirectly from any act or activities, errors or omissions, of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction, and also to protect against loss from liability imposed by law for damages to any property of any person caused directly or indirectly by or from acts or activities of the CITY, or CONTRACTOR or any person acting for the CITY, or under its control or direction. Such public liability and property damage insurance shall also provide for and protect the CITY against incurring any legal cost in defending claims for alleged loss.

Such General, Public and Professional liability, and property damage insurance shall be maintained in full force and effect throughout the term of the AGREEMENT and any extension thereof in the amount indicated above or the following minimum limits:

Commercial General Liability Insurance, including cover age for Premises and Operations, Contractual Liability, Personal Injury Liability, Products/Completed Operations Liability, and Independent Contractors’ Liability (if applicable), in an amount of not less than $2,000,000.00 per occurrence, $4,000,000.00 annual aggregate, written on an occurrence form.

Products/Completed Operations coverage shall extend a minimum of three (3) years after project completion. Coverage shall be included on behalf of the CONTRACTOR for covered claims arising out of the actions of independent contractors. If the CONTRACTOR is using subcontractors, the policy must include work performed “by or on behalf” of the CONTRACTOR. Policy shall contain no language that would invalidate or remove the CONTRACTOR’S duty to defend or indemnify for claims or suits expressly excluded from coverage. Policy shall specifically provide for a duty to defend on the part of the CONTRACTOR.

Worker's Compensation Insurance

The CONTRACTOR shall procure and maintain, at its sole expense, Worker's Compensation Insurance in the amount of $1,000,000 per occurrence or in such amount as will fully comply with the laws of the State of California and which shall indemnify, insure and provide legal defense for

both the CONTRACTOR and the CITY against any loss, claim or damage arising from any injuries or occupational diseases happening to any worker employed by the CONTRACTOR in the course of carrying out the work within the AGREEMENT. Such insurance shall also contain a waiver of subrogation naming the City of Santa Clarita, its officers, directors, officials, agents, and employees.

Automotive Insurance

The CONTRACTOR shall procure and maintain, at its sole expense, throughout the t erm of this AGREEMENT, and any extension thereof, public liability and property damage insurance coverage for automotive equipment with coverage limits of not less than $1,000,000 combined single limit.

All such insurance shall be primary insurance and sh all name the City of Santa Clarita as an additional insured.

Waiver of Subrogation

All insurance coverage maintained or procured pursuant to this Agreement shall be endorsed to waive subrogation against the CITY, its elected or appointed officers, agents, officials, employees and volunteers or shall specifically allow CONTRACTOR or others providing insurance evidence in compliance with these specifications to waive their right of recovery prior to a loss.

CONTRACTOR hereby waives its own right of recovery against the CITY, and shall require similar written express waivers and insurance clauses from each of its subconsultants.

Separation of Insureds

A severability of interests provision must apply for all additional insureds ensuring that CONTRACTOR’S insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the insurer’s limits of liability. The policy(ies) shall not contain any cross-liability exclusions.

Pass Through Clause

CONTRACTOR agrees to ensure that its subconsultants, subcontractors, and any other party involved with the project who is brought onto or involved in the project by CONTRACTOR, provide the same minimum insurance coverage and endorsements required of CONTRACTOR.

CONTRACTOR agrees to monitor and review all such coverage and assumes all responsibility for ensuring that such coverage is provided in conformity with the requirements of this section.

CONTRACTOR agrees that upon request, all Agreements with consultants, subcontractors, and others engaged in the project will be submitted to the CITY for review.

Self-Insured Retentions

Any self-insured retentions must be de clared to and approved by the CITY. The CITY reserves the right to require that self-insured retentions be eliminated, lowered, or replaced by a deductible.

Self-insurance will not be considered to comply with these specifications unless approved by the CITY.

Primary and Additional Insured

All of such insurance shall be primary insurance and, shall name the City of Santa Clarita as additional insured. A Certificate of Insurance and an additional insured endorsement (for general and automobile liability), evidencing the above insurance coverage with a company acceptable to the City’s Risk Manager shall be submitted to City prior to execution of this Agreement on behalf of the City.

Risk Course of Construction Insurance (Including damage to property owned by CITY, CONTRACTOR or third parties caused by fire)

Insurance shall be in the amount of 100 percent of the completed value of the Work to be performed under this Contract. Deductible shall not exceed $25,000.00. Each loss shall be borne by CONTRACTOR.

Requirements

Should CONTRACTOR, for any reason, fail to obtain and maintain the insurance required by this Agreement, CITY may obtain coverage at CONTRACTOR’S expense and deduct the cost of such insurance from payments due to CONTRACTOR under this Agreement or terminate. In the alternative, should CONTRACTOR fail to meet any of the insurance requirements under this Agreement, CITY may cancel the Agreement immediately with no penalty.

Should CONTRACTOR’S insurance required by this Agreement be canceled at any point prior to expiration of the policy, CONTRACTOR must notify CITY within 24 hours of receipt of notice of cancelation. Furthermore, CONTRACTOR must obtain replacement coverage that meets all contractual requirements within 10 days of the prior insurer’s issuance of notice of cancelation. CONTRACTOR must ensure that there is no lapse in coverage.

If the operation under this Agreement results in an increased or decreased risk in the opinion of the City’s Risk Manager, then the CONTRACTOR agrees that the minimum limits herein above designated shall be changed accordingly upon request by the City’s Risk Manager.

The CONTRACTOR agrees that provisions of this section as to maintenance of insurance shall not be co nstrued as limiting in any way the extent to which the CONTRACTOR may be held responsible for the payment of damages to persons or property resulting from the CONTRACTOR'S activities or the activities of any person or persons for which the CONTRACTOR is otherwise responsible.

All policies of insurance described shall be placed with insurers acceptable to CITY. The insurance underwriter(s) for all insurance policies except Workers’ Compensation shall have an A.M. rating of [A-, VIII] or better, unless otherwise specified in Contract Documents.

ARTICLE X

Pursuant to Senate Bill 542, chaptered in 1999, the Employment Development Department (EDD) of the State of California requires that a W-9 Form be filed by all vendors for all AGREEMENTS entered into with the City. CONTRACTOR agrees to complete all requir ed forms necessary to comply with EDD regulations.

ARTICLE XI

Term

This AGREEMENT shall be effective for a period beginning on the date shown in the Notice to Proceed, and ending on 35 days after the date of recordation of the Notice of Completion unless sooner terminated.

Liquidated Damages

1. Time is of the essence. Execution of this CIP Agreement by CONTRACTOR shall constitute acknowledgement by CONTRACTOR that CONTRACTOR understands, has ascertained and agrees that CITY will actually sustain damages in the amount fixed in the Contract Documents for each and every Day during which completion of Work required is delayed beyond expiration of time fixed for completion or extensions of time allowed pursuant to provisions hereof. C ONTRACTOR and CITY agree that specified measures of liquidated damages shall be presumed to be the damages actually sustained by CITY as defined below, and that because of the nature of the Project, it would be impracticable or extremely difficult to fix the actual damages.

2. Liquidated damages shall be considered not as a penalty but as agreed monetary damage sustained by CITY for increased Project administration expenses, including extra inspection, construction management and architectural and engineering expenses related to the Project and Contract Documents because CONTRACTOR failed to perform and complete Work within time fixed for completion or extensions of time allowed pursuant to provisions hereof. Liquidated damages shall not be deemed to include within their scope additional damages or administrative costs arising from Defective Work, lost revenues, interest expenses, cost of completion of the Work, cost of substitute facilities, claims and fines of regulatory agencies, damages suffered by others or other forms of liability claimed against CITY as a result of delay (e.g., delay or delay related claims of other contractors, subcontractors or tenants), and defense costs thereof. CONTRACTOR shall be fully responsible for the actual amount of any such damages it causes, in addition to the liquidated damages otherwise due CITY.

3. CITY in its sole discretion may deduct from any money due or to become due to CONTRACTOR subsequent to time for completion of entire Work and extensions of time allowed pursuant to provisions hereof, a sum representing then -accrued liquidated damages. Should CONTRACTOR fall behind the approved Progress Schedule, CITY may deduct liquidated damages based on its estimated period of late completion. CITY need not wait until Final C ompletion to withhold liquidated damages from CONTRACTOR’s progress payments. Should money due or to become due to CONTRACTOR be insufficient to cover aggregate liquidated damages due, then CONTRACTOR forthwith shall pay the remainder of the assessed liquidated damages to CITY.

4. CONTRACTOR acknowledges that the quality and qualifications of the key personnel are important factors in this Agreement. CONTRACTOR and CITY agree that the services of the key personnel are a material term of this Agreement. CONTRACTOR and CITY agree

further that the substitution or removal or change in role or level of effort of such key personnel may result in damages to the CITY, the measure of which would be impractical or extremely difficult to fix. In lieu such damages, CITY and CONTRACTOR have agreed to liquidated damages as described below:

a. For any substitution of any key personnel individual before the end of the individual’s Project commitment period provided in CONTRACTOR’S key personnel staffing schedule, CITY may assess once, and CONTRACTOR shall accept, liquidated damages in the amount of six (6) times the gross monthly salary for each substituted key personnel.

b. Liquidated damages for substitution of key personnel shall be deducted from the next applicable Application for Payment or, if insufficient, shall be paid by CONTRACTOR upon CITY’s written demand

c. No liquidated damages shall be due under this section for any substitution required due to death, incapacity or employment termination of a key personnel.

Modification/Termination

No modification, amendment or other change in this AGREEMENT or any provision hereof shall be effective for any purpose unless specifically set forth in writing and signed by duly authorized representatives of the parties hereto. This AGREEMENT may be terminated with or without cause by CITY giving CONTRACTOR thirty (30) days advance written notice. Any reduction of services shall require thirty (30) days advance written notice unless otherwise agreed in writing between CONTRACTOR and CITY. In the event of termination, CONTRACTOR shall be entitled to compensation for all satisfactory services completed and materials provided to the date of the notice of termination.

Non-Effect Waiver

CONTRACTOR's or CITY's failure to insist upon the performance of any or all of the terms, covenants, or conditions of this Agreement, or failure to exercise any rights or remedies hereunder, shall not be construed as a waiver or relinquishment of the future performance of any such terms, covenants, or conditions, or of future exercise of such rights or remedies, unless otherwise provided for herein.

Severability

In the event that any one or more of the provisions contained in this AGREEMENT shall for any reason be held to be unenforceable in any respect by a court of competent jurisdiction, such holding shall not affect any other provisions of this AGREEMENT, and the AGREEMENT shall then be construed as if such unenforceable provisions are not a part hereof.

Governing Law

This AGREEMENT shall be construed and interpreted and the legal relations created thereby shall be determined in accordance with the laws of the State of California.

Compliance with Law

CONTRACTOR shall comply with all applicable laws, ordinances, codes, and regulations of the federal, state, and local government. CONTRACTOR shall comply with all aspects of the National Pollutant Discharge Elimination System (NPDES) in order to prevent pollution to local waterways. Failure to implement NPDES Requirements shall result in project delays through City issued Stop Work Notices and/or fines levied against the CONTRACTOR. CONTRACTOR represents that the CONTRACTOR agrees to comply with all applicable federal and state workplace and employment laws including those that relate to minimum hours and wages, occupational health and safety, workers compensation insurance and state, county and local orders.

Conflict of Interest

CONTRACTOR will comply with all conflict of interest laws and regulations incl uding, without limitation, CITY’s conflict of interest regulations.

Prevailing Wages

CONTRACTOR’s work is considered a “Public Works project” subject to the payment of prevailing wages. CONTRACTOR stipulates that it shall comply with all applicable wage and hour laws, including without limitation, California Labor Code §§ 1776 and 1810 -1815. Failure to so comply shall constitute a default under this Contract. Further, all public works projects valued at $30,000 or more must include an obl igation to hire apprentices, unless the craft or trade does not require the use of apprentices, as indicated in the corresponding prevailing wage determination.

This duty applies to all contractors on a public works project, even if their part of the proje ct is less than $30,000.

CONTRACTOR and its Subcontractors shall pay to persons performing labor in and about the project provided for in the Contract Documents an amount equal to or more than the general prevailing rate of per diem wages for (1) work of a similar character in the locality in which the Work is performed and (2) legal holiday and overtime work in said locality. The per diem wages shall be an amount equal to or more than the stipulated rates contained in a schedule that has been ascertained and determined by the Director of the State Department of Industrial Relations and Owner to be the general prevailing rate of per diem wages for each craft or type of workman or mechanic needed to execute this Contract. The prevailing wage rates are avai lable online at http://www.dir.ca.gov/dlsr. CONTRACTOR shall also cause a copy of this determination of the prevailing rate of per diem wages to be posted at each Site.

CONTRACTOR shall insert in every subcontract or other arrangement which CONTRACTOR may make for performance of Work or labor on Work provided for in the Contract, provision that Subcontractor shall pay persons performing labor or rendering service under subcontract or other arrangement not less than the general prevailing rate of per diem wages 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 fixed in the California Labor Code.

CONTRACTOR and its Subcontractors shal l keep an accurate record showing the name of and actual hours worked each calendar day and each calendar week by each worker employed by him or her in connection with the Project. The record shall be kept open at all reasonable hours to the inspection Owner and to the Division of Labor Standards Enforcement.

CONTRACTOR and its Subcontractors must 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 him or her in connection with the Work of the Contract Documents.

Each payroll record shall contain or be verified by a written declaration as required by Labor Code Section 1776.

With each application for payment, CONTRACTOR shall also deliver certified payrolls directly to the Labor Commissioner in the format prescribed by the Labor Commissioner.

CONTRACTOR shall indemnify, hold harmless and defend (with counsel reasonably acceptable to CITY) CITY against any claim for damages, compensation, fines, penalties or other amounts arising out of the failure or alleged failure of any person or entity to pay prevailing wages as required by law or to comply with the other applicable provisions of Labor Code Sections 1720 et seq. and implementing regulations of the Department of Industrial Relations in connection with execution of the improvements or any other work undertaken or in connection with the Public Works project.

PROTECTION OF RESIDENT WORKERS. The City of Santa Clarita actively supports the Immigration and Nationality Act (INA), which includes provisions addressing employment eligibility, employment verification, and nondiscrimination. Under the INA, employers may hire only persons who may legally work in the United States (i.e., citizens and nationals of the U.S.) and aliens authorized to work in the U.S. The employer must verify the identity and employment eligibility of anyone to be hired, which includes completing the Employment Eligibility Verification Form (I-9). The Contractor shall establish appropriate procedures and controls so no services or products under the Contract Documents will be performed or manufactured by any worker who is not legally eligible to perform such services or employment.

ELECTRONIC TRANSMISSION OF CONTRACT AND SIGNATURE.

The Parties agree that this Agreement may be transmitted and signed by electronic mail by either/any or both/all Parties, and t hat such signatures shall have the same force and effect as original signatures, in accordance with California Government Code section 16.5 and Civil Code section 1633.7.

(SIGNATURES ON NEXT PAGE)

The parties hereto for themselves, their heirs, executors, administrators, successors, and assigns do hereby agree to the full performance of the covenants herein contained and have caused this AGREEMENT to be executed in duplicate by setting hereunto their names and titles on this date of .

CONTRACTOR: CONTRACTOR Name: _____________________________________

Address: __________________________________________________

Phone & Fax No. ___________________________________________

Signed By: _________________________________________________________________________

Print Name & Title: __________________________________________

CONTRACTOR’s License No. ________________________________

Class _____________________________________________________

CITY: __________________________________________ Date: __________ City Manager of the City of Santa Clarita

Approved as to Form: ___________________________________________ Date: __________ City Attorney of the City of Santa Clarita

LABOR AND MATERIALS BOND

Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

KNOW ALL PERSONS BY THESE PRESENTS that .,
as CONTRACTOR AND , as SURETY, are
held and firmly bound unto the City of Santa Clarita, as CITY, in the penal sum of dollars ($ ), which
is one-hundred (100%) percent of the total amount for the above stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with CITY for the above-stated project, if CONTRACTOR or any subcontractor fails to pay for any labor or material of any kind used in the performance of the work to be done under said contract, or fails to submit amounts due under the State Unemployment Insurance Act with respect to said labor, SURETY will pay for the same in an amount not exceeding the sum set forth above, which amount shall insure to the benefit of all persons entitled to file claims under the State Code of Civil Procedures; provided that any alterations in the work to be done, materials to be furnished, or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of said alterations is hereby waived by SURETY.

IN WITNESS WHEREOF, the parties hereto have set their names, titles, hands, and seals, this day of _____________________________________, 20___.

CONTRACTOR: __
Name and Title of Signatory Signature

_________________________________ ________________ ________ Legal Name of Bidder

_______________________________ __________ ________________ Bidder Address

_________ _____________ __________ ___________ Telephone Number Federal Tax I.D. No.

SURETY*: ______________________________________ ___________________ Name

_____________________________ ____________________________ Phone Number and Email

_______________________________________ __________________ Address
Surety signatures must be notarized prior to submittal.

FAITHFUL PERFORMANCE BOND
Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No.P0032
City of Santa Clarita, California
KNOW ALL MEN BY THESE PRESENTS that _______________________________________, as CONTRACTOR, AND __________________________________________________, as SURETY, are held and firmly bound unto the City of Santa Clarita, as AGENCY, in the penal sum of __________________________________________________ dollars ($___________), which is one -hundred (100%) percent of the total amount for the above -stated project, for the payment of which sum, CONTRACTOR and SURETY agree to be bound, jointly and severally, firmly by these presents.

For service contracts of a continuing nature, the bond shall be in the amount equal to the amount of the initial contract term. Thereafter, the bond shall be in an amount equal to the annual value of such contract. The term of the bond shall cover the initial contract term. Thereafter, CONTRACTOR and SURETY must submit a new or renewed bond covering each subsequent annual renewal of the contract.

THE CONDITIONS OF THIS OBLIGATION ARE SUCH that, whereas CONTRACTOR has been awarded and is about to enter into the annexed Contract Agreement with AGENCY for the above-stated project, if CONTRACTOR faithfully performs and fulfills all obligations under the contract documents in the manner and time specified therein, then this obligation shall be null and void, otherwise it shall remain in full force and effect in favor of AGENCY; provided that any alterations in the obligation or time for completion made pursuant to the terms of the contract documents shall not in any way release either CONTRACTOR or SURETY, and notice of such alterations is hereby waived by SURETY.

IN WITNESS WHEREOF, the parties hereto have set their names, titles, hands, and seals, this day of _____________________________________, 20___.

CONTRACTOR: __
Name and Title of Signatory Signature

_________________________________ ________________ ________ Legal Name of Bidder

_______________________________ __________ ________________ Bidder Address

_________ _____________ __________ ___________ Telephone Number Federal Tax I.D. No.

SURETY*: ______________________________________ ___________________ Name

_____________________________ ____________________________ Phone Number and Email

_______________________________________ __________________ Address

Surety signatures must be notarized prior to submittal.

Fringe Benefit Statement

Contract/Proposal No: Project Name: Date:

INSTRUCTIONS: Fringe Benefit rates can be used for checking payrolls or applied to Force Account work which may be done on the above contract the hourly rates for fringe benefits, subsistence and/or travel allowance payment (as required by collective bargaining agreements) made for employees on the various classes of work are tabulated below.

THIS DOCUMENT CONTAINS PERSONAL INFORMATION AND, PURSUANT TO CIVIL CODE 1796.21, IT SHALL BE KEPT CONFIDENTIAL IN ORDER TO PROTECT AGAINST UNAUTHORIZED DISCLOSURE.

Classification: Effective Date: Subsistence or Travel Pay:

Health and Welfare
$
Trust Fund Paid to:(Name)
Address:

Pension
$
Trust Fund Paid To:(Name)
Address:

Vacation/Holiday
$
Trust Fund Paid to:(Name)
Address:

Training
$
Trust Fund Paid To:(Name)
Address:

Other
$
Trust Fund Paid To:(Name)
Address:

Classification: Effective Date: Subsistence or Travel Pay:

Health and Welfare
$
Trust Fund Paid to:(Name)
Address:

Pension
$
Trust Fund Paid To:(Name)
Address:

Vacation/Holiday
$
Trust Fund Paid to:(Name)
Address:

Training
$
Trust Fund Paid To:(Name)
Address:

Other
$
Trust Fund Paid To:(Name)
Address:

Classification: Effective Date: Subsistence or Travel Pay:

Health and Welfare
$
Trust Fund Paid to:(Name)
Address:

Pension
$
Trust Fund Paid To:(Name)
Address:

Vacation/Holiday
$
Trust Fund Paid to:(Name)
Address:

Training
$
Trust Fund Paid To:(Name)
Address:

Other
$
Trust Fund Paid To:(Name)
Address:

Supplemental statement must be submitted during the progress of work should a change in rate of any of the classifications be made.

I CERTIFY THAT THE FRINGE BENEFIT PAYMENTS ARE MADE TO THE APPROVED PLANS, FUND OR PROGRAMS LISTED ABOVE City of Santa Clarita Form HC-50 FBS
Submitted (Contractor/Subcontractor) By (Name By (Name and Title) Signatur eSignature

SECTION F
Scope of Work

1. INTRODUCTION/ BACKGROUND
The City of Santa Clarita (City) encompasses over 70 square miles of land and has a population of approximately 225,000 and is located in the center of the Santa Clarita Valley, approximately 35 miles northwest of the City of Los Angeles. Situated within the "V" formed by two freeways, the City is bounded by the Golden State Freeway (I-5) to the west and the Antelope Valley Freeway (SR-14) to the east.

Bouquet Canyon Park is located at 28127 Wellston Dr. The 10-acre park contains pickle ball courts, ball diamond, basketball court, playground and other amenities to serve the public. The paving and concrete walkway repairs in this project will replace damaged concrete curb and gutter, walkways and driveway entrance, parking lot asphalt and ADA upgrades.

2. OBJECTIVES
The objective of this solicitation is to obtain the services of a well-qualified contractor experienced in concrete construction and asphalt paving.

The selected contractor shall work closely with the City’s Project Manager during site demolition, preparation and construction of the concrete walkways, curbs, ADA ramps and asphalt paving included in the scope of work below. It is extremely important that the contractor work closely with City staff to successfully complete the project goals and protect the interest of the City.

3. SCOPE OF WORK
This scope of work is intended to identify the purpose and intent of the project and is not a complete definition of what will be needed to complete the construction project. The Contractor is expected to develop a complete scope of work and work schedule based on the plans and technical specifications provided.

Requested construction services shall hereby consist of all items of work necessary to finalize construction of the included plans and technical specifications.

Plans include the demolition and replacement of concrete walkway, driveway entrance, curb and gutter and new ADA ramps adjacent to the parking lot. Parking lot construction to include selected demolition of damaged sections of the asphalt and surface grinding and asphalt overlay of entire parking lot. Also included in the plans are new parking stall striping, new signs with post, ADA markings, truncated domes, and painting of curbs.

See Exhibit A for plans and Section G for technical specifications.

4. SUPPLIER RESPONSIBILITIES

4.1. Contractor shall be responsible for all final field investigations, measurements, and construction area management.

4.2. Contractor shall follow the plans and technical specifications included in this packet.

4.3. All construction work related to this project shall be performed Monday through Friday between the hours of 7:00 a.m. and 5:00 p.m. Any changes to work times and/or days shall be requested in advance and submitted in writing for Project Manager’s approval.

4.4. Contractor shall coordinate all inspections and permits with the appropriate agencies.

4.5. Contractor shall request Dig Alert services to have utilities marked in the field.

4.6. Contractor shall avoid damage to surrounding structures, landscape and hardscape. Any damage caused by contractor shall be remedied at contractor’s own expense.

4.7. Contractor must ensure all precautions for public safety are implemented. Any conditions that may pose a hazard shall be addressed immediately.

4.8. Contractor shall keep work site and staging area clean of any unnecessary debris. Contractor shall cleanup site upon completion of daily work.

4.9. Contractor shall dispose of all removed materials in accordance with local, state and federal regulations, adhering to best management practices for waste recycling and disposal. Contractor shall pay for waste, storage and disposal cost related to this project.

4.10. Final cleanup shall include removal of any markings, debris or residue. Project Manager or designee will approve of final cleanup.

5. DELIVERABLES

5.1. Quality assurance will be reviewed and accepted by the Project Manager or their designee.

5.2. Contractor shall provide a one-year warranty period for all labor and materials relating to this project.

5.3. Upon completion of the project, Contractor shall provide design consultant with a set of plans with any red lined revisions to be included in the As-Built Drawings.

5.4. Upon completion of the project, contractor shall provide Project Manager any and all O&M manuals, warranties, CDMMP forms, or any other documentation for this project.

6. DUE DATES/SCHEDULES/TIMELINES

6.1. Within fourteen (14) working days of the Notice to Proceed (NTP), Contractor shall provide a detailed project baseline schedule indicating working days, milestones, major activities and deliverables to the City for review and comment. Contractor shall update the schedule, as needed.

Any revisions to the scheduled shall be submitted in writing and subject upon Project Manager approval.

6.2. This project is allowed 30 working days.

6.3. Liquidated damages in the amount of $250 per day will be assessed for days exceeding completion date.

6.4. Within fourteen (14) working days of NTP, Contractor shall provide product submittals for materials list of items proposed. Included are manufacture specifications and installation procedures.

7. REPORTS AND MEETINGS

7.1. Contractor and City project manager shall perform a pre-construction meeting onsite, within fourteen (14) days of NTP. The purpose of this job walk will be to:
a) Identify the surrounding work areas and document the existing condition of those areas. It is expected that the surrounding work areas shall be the in the same condition or better at the completion of this project.
b) Identify staging area for work site.
c) Identify and discuss construction site egress.
d) Subcontractor’s list.
e) Designation of key personal.

7.2. Contractor and City Project Manager shall perform weekly construction meetings. Meeting will be on job site and will discuss construction progress, schedule and upcoming work.

7.3. All communication will be between the City Project Manager, or designee, and the Contractor.

7.4. All RFI and/or Change Orders shall be submitted in writing to the Project Manager for approval.

8. ATTACHMENTS

8.1. Exhibit A - Plans

8.2. Section G - Technical Specifications

SECTION G
Technical Specifications

PARKING LOT ASPHALT CONCRETE TECHNICAL SPECIFICATIONS

REMOVE & REPLACE

GENERAL
The work of Digouts or Remove & Replace consists of removing the existing asphalt concrete and base if necessary to the specified depth by cold planing.

MATERIALS
Asphalt concrete for Remove & Replace shall be D2 and conform to the Asphalt Concrete (AC) section.

Asphalt concrete binder shall be PG 64-10 unless specified on the plans or approved by the engineer.

CONSTRUCTION
The Engineer shall mark the locations of each digout. The asphalt concrete shall be removed to a uniform depth as specified. The edges of the removal area shall be sawcut or vertical grind. Any removed material shall be removed from the site.

The Contractor shall provide full time quality control during paving operations as outlined in the Caltrans 2010 Standard Specifications (Unrevised) for the Standard construction process.

After completion of the full-width milling operations, the asphalt concrete within the marked digout/base repair areas shall be removed to a uniform depth as specified. The edges of the removal area shall be saw cut or vertical grind. Any removed material shall be removed from the site. Materials, within 3 inches, underneath the specified removal depth that are displaced during the milling operations shall be replaced and compacted with asphalt concrete as specified in Subsection 302-5 of the Standard Specifications and these Special Provisions.

Successive courses may be laid upon previously laid courses once the surface temperature reaches 155°F or to be determined by the Engineer’s representative.

If base rock is exposed, the surface shall be compacted and proof-rolled in the presence of the Engineer or designated representative. The pavement area shall be cleaned and tack coated in accordance with Section F2-6. Asphalt concrete shall be placed and compacted as specified in Subsection 302-5 of the Standard Specifications.

On areas where the underlying material appears to be wet or soft, or where it deflects under wheel loads, the CONTRACTOR shall employ excavation and grading techniques which do not worsen the subgrade condition.

Prior to placing asphalt concrete, the area shall be proof-rolled with a loaded construction vehicle, preferably a ten cubic yard dump truck or equivalent. The compacted surface shall not visibly yield or deflect. Soft, yielding, unstable, or unsuitable areas shall be removed and replaced with base rock or asphalt concrete. If the areas were caused or significantly worsened by the CONTRACTOR’s operations, these areas shall be replaced at the CONTRACTOR’s expense.

In the event that the underlying material is soft, yielding, unstable, or unsuitable, it shall be excavated to the depth of 6 inches below the initial digout/base repair depth required above and disposed of in accordance with these Special Provisions. The limits of removal shall be designated by the Engineer. The resulting space shall be filled with a single lift of asphalt concrete and compacted according to Section 302-5.6.2 of the Standard Specifications. Payment for removing unsuitable subgrade and replacing with asphalt concrete pavement will be made under the Bid Item "Stabilization Allowance". Over-excavation shall be considered revocable as it is not known if unsuitable subgrade requiring over-excavation will be encountered during construction. For bidding purposes, the Bid Schedule assumes that 10% of the digout/base repair areas will require over-excavation based on unsuitable subgrade.

Asphalt concrete shall be compacted by rolling with a vibratory roller to not less than 95 percent of the density obtained with the California Kneading Compactor per Test 304.

Each lift shall be compacted by not less than 3 full coverage passes of the vibratory roller. Unsuitable material is defined as material the Engineer determines to be:

1. Of such unstable nature as to be incapable of being compacted to specified density using ordinary methods at optimum moisture content, or

2. Too wet to be properly compacted and circumstances prevent in-place drying prior to incorporation into the work, or

3. Otherwise unsuitable for the planned use.

Remove only what can be replaced during the same work period. For streets that call for an ARHM surface course the CONTRACTOR shall coordinate the schedule and timing of placing the ARHM. The AC base course and any intermediate AC courses shall be placed during the same work period.

For digout or remove & replace areas, temporary striping must be placed back prior to opening to traffic.

The Contractor shall provide full time quality control during paving operations.

MEASUREMENT AND PAYMENT
Payment for remove and replace, complete in place, will be made at the contract unit price bid per SQUARE FOOT for the respective items. Such payment shall be considered full compensation for furnishing all labor, material, asphalt concrete, tack coat, temporary striping, tools, and equipment necessary to complete the work including the removal and proper disposal of the excavated material and replacement of displaced materials underneath, in accordance with the Standard Specifications and these Special Provisions.

Sawcut shall be incidental to the work.

Section 3-2.2.2 “Increases of More Than 25 Percent” and Section 3-2.2.3 “Decreases of More Than 25 Percent” shall not apply to the bid items related to removing and replacing pavement or digouts.

Measurement and Payment for “Stabilization Allowance” shall be on a unit cost basis as indicated in the bid schedule. The unit costs shall include full compensation for removal of unsuitable subgrade and placement and compaction of six (6”) inches of asphalt concrete (AC). Payment for this item shall only

be made on an allowance basis and only for the work completed. The Contractor shall have no claim to that portion of the allowance which is not necessary for the project.

ASPHALT TACK COAT
SCOPE
Work to be performed under this Section covers all labor, materials, tools, equipment and incidentals necessary to furnish and apply, complete in place tack coat in conjunction the asphalt concrete overlay and other asphalt paving work. All such work shall conform to the applicable provisions of the Standard Specifications, and these Special Provisions.

MATERIALS
The tack coat shall be High Performance Seal (No–Track) or City-approved equivalent. A certificate of compliance shall be submitted prior to construction.

CONSTRUCTION
The tack coat shall not be applied until the preparation of the existing surface has been completed, and then only so far in advance of placing the asphalt concrete overlay as permitted by the Engineer / Inspector. No tack coat shall be left exposed overnight. Immediately in advance of placing the asphalt concrete overlay additional tack coat shall be applied, as directed by the Engineer to areas where the tack coat has been destroyed or otherwise rendered ineffective, and no additional compensation will be allowed for such work.

Tack coat shall be applied to all vertical edges after every lift of asphalt. Vertical edges shall be tack coated by hand wand or manually by brush. The tack coat application shall not extend above the level of the finished surface by more than 1 inch. Gutter pans and curb faces not to be tack coated shall be protected by shields or other methods. An overspray beyond the 1 inch shall be removed by means approved by the Engineer.

Existing concrete curb faces and driveways shall be protected against disfigurement from the asphalt.

Residue of the material shall be removed from curb faces and driveways by sandblasting to the extent required by the Engineer.

The tack coat shall be applied as specified in Subsection 302-5.4 of the Standard Specifications and these Special Provisions. Tack coat shall not be applied when the temperature of the surface to be tacked is below 40
Fahrenheit in the shade.

The CONTRACTOR shall be responsible for cleaning tack coat tracked onto decorative concrete crosswalks or thermoplastic legends and crossbars within the project limits and along truck haul routes used by the CONTRACTOR or his SUBCONTRACTORS. The haul routes shall be inspected by the City and CONTRACTOR prior to initiating work to photographically establish the existing conditions. Within 10 calendar days of completion of final paving, the City and CONTRACTOR shall reinspect the haul routes to determine the extent and locations of required cleaning. Cleaning shall be performed within 10 calendar days after the City delivers a written copy of the locations of required cleaning. Failure to meet this

schedule, whether to reinspect or to perform cleaning, shall subject the CONTRACTOR to a liquidated damage of $500 per calendar day per location.

MEASUREMENT AND PAYMENT
No separate payment will be made for work or other features as required and outlined in this Section, "Asphalt Tack Coat." Full compensation for such work and features shall be considered included in the price bid for asphalt concrete pavement bid items (e.g. digouts) and no additional compensation will be allowed therefore. Such payment shall be considered full compensation for furnishing and maintaining all materials, labor, equipment, and all incidentals necessary to complete the work in accordance with the Standard Specifications and these Special Provisions.

ASPHALT CONCRETE (AC)
SCOPE
Work to be performed under this Section covers all labor, materials, tools, equipment, transportation, and incidentals necessary to construct asphalt concrete. All such work shall conform to the dimensions of the plans, the applicable provisions of the Standard Specifications, and these Special Provisions.

MATERIALS
Material used shall be asphalt concrete as specified in Subsection 203-6 of the Standard Specifications.

The class of combined aggregate grading shall be Class D2 or as shown on the Typical Sections. The grade of asphalt shall be PG 64-10.

The mix properties indicated in Table 203-6.4.3(A) shall be modified as follows:

TSR shall be minimum 70 in accordance with Caltrans Test Methods 371. In lieu of the TSR requirements, the suppler may add 0.5% of anti-strip. No warm mix additives allowed.

Mix may be rejected if the air voids or stability do not meet the above criteria.

CONSTRUCTION
The work shall further consist of preparing the existing street surfaces prior to the slurry or micro surfacing. Such work shall include removing raised pavement markers, removing thermoplastic pavement markers, painted legends and crossbars (12” white and yellow), controlling nuisance water, sweeping prior to tack application, watering, and removing loose and broken asphalt concrete pavement and foreign material as specified in the Standard Specifications and these Special Provisions and as required by the Engineer. The minimum ambient temperature to begin paving shall be 55 degrees F. The CONTRACTOR shall use any means necessary to clean the pavement, including sweeping and flushing.

Cold Joints
Cold joints shall be saw-cut or vertical grind prior to the placement of new material. Pavement shall be removed to clean, straight lines by saw-cutting in straight lines either parallel to the curb or at right angles to the alignment of the sidewalk.

All cold joints, both longitudinal and transverse, shall be heated with a torch immediately prior to paving. Care shall be exercised such as to not damage the asphalt concrete by burning or excessive aging, as determined by engineer. Damaged material shall be removed by saw cutting to form a new cold joint followed by torch heating. Cold joints include AC with internal temperature below 170 degrees Fahrenheit. All cold joints shall be tack coated.

Layout
The CONTRACTOR shall layout and mark the location of the edges of the paving passes of the surface course to match the new layout of the lane lines, if applicable. The layout shall be made at least 24 hours prior to paving. The layout shall be approved by the Engineer prior to paving.

In all cases where practical, each digout lane shall be paved in a single pass. In tapered transition areas, the shoulder areas shall be paved first, then the through lane shall be hotlapped immediately after the shoulder paving.

The CONTRACTOR shall take sufficient measurements during laydown to assure that the full design asphalt concrete layer depth is provided at each quarterpoint, gradebreak, or transition. Failure to provide the design depth at these areas will result in rejection of the work. Correction of this rejected work will include milling out the new asphalt concrete from the road edge to the centerline or nearest inside lane line and repaving. The minimum length of the milled and corrected area shall be fifty feet.

Tolerances
The finished asphalt concrete surface shall be flush with, to 1/4 inch (0.02 feet) (6 mm) above the gutter lips. The finished pavement surface shall not be lower than the gutter lips.

The average pavement thickness shall be equal to the specified thickness for the project. For total pavement thicknesses less than four inches, the minimum allowable thickness will be 1/4 inch less than that specified. For total pavement thicknesses of four inches or more, the minimum allowable thickness will be 1/2 inch less than that specified.

The provisions of Section 302-5.6.2 shall apply and shall be modified to provide that the straightedge shall be 12 foot in length.

Automatic Screed Controls
In addition to the requirements in Subsection 39-1.10 of the State of California Department of Transportation Standard Specifications, asphalt concrete shall be placed with spreading equipment equipped with fully automatic screed and grade sensing controls which shall control the longitudinal grade of the screed. Automatic controls shall conform to and be operated in accordance with the provisions herein.

Unless approved otherwise, ski-type devices with a minimum length of 30 feet shall be used to provide a reference for the grade sensor. Skis shall be constructed and installed in such a manner that a reference to the average elevation of the existing pavement, along the length of the ski, is maintained at the sensor point. When placing surfacing adjacent to surfacing previously placed in conformance with these provisions, a joint matching shoe of adequate size and type to properly sense the grade of the previously placed mat may be used in lieu of the 30-foot ski.

The ski shall be mounted at a location which will provide an accurate reference for the surfacing being placed. This may require the ski to be mounted ahead of and inside the outer limits of the screed.

Automatic cross slope control may be accomplished by use of a ski and grade sensor on each side of the paving machine.

Automatic screed controls shall be installed in such a manner that the occasional manual adjustments necessary to maintain the attitude of the screed parallel to the underlying pavement are readily accomplished. Automatic screed controls shall be installed so that with little or no delay, use of the automatic controls can be discontinued and the screed controlled by manual methods.

Should the automatic screed controls fail to operate properly during any day’s work, the CONTRACTOR may manually control the spreading equipment for the remainder of that day provided the quality of the work conforms to the requirements of Sections 39-1.11 and 39-1.12 of the 2010 State of California Department of Transportation Standard Specifications (Unrevised). Should the methods and equipment used for automatic control fail to result in the quality of work required by said Sections 39-1.11 and 39-

1.12, the paving operations will be temporarily discontinued and the CONTRACTOR shall make the necessary changes to the equipment, or furnish other equipment conforming to the requirements herein, before paving is resumed.

If it is determined by the Engineer that the existing grade and cross slope are too irregular for the automatic controls to provide the quality of work required, the use of the automatic controls shall be discontinued and the spreading equipment adjusted by manual methods. Use of automatic controls shall resume when the Engineer has determined that it is again practical and so orders.

Rolling and Compaction
In addition to the requirements of Subsection 39-1.11 of the 2010 State of California Department of Transportation Standard Specifications (unrevised), the number of rollers required for each paving operation shall be such that all rolling for density can be completed before the temperature of the asphalt concrete mixture drops below 140 degrees Fahrenheit.

Breakdown rolling shall commence when the asphalt concrete is placed except in cases where mix distortion/shoving rather than compaction is taking place under the roller. In those instances, wait for the mix to cool to sufficiently, then breakdown compact. Rolling shall be accomplished with the drive wheel forward and with the advance and return passes in the same line.

The CONTRACTOR shall have hand-compaction equipment immediately available for compacting all areas inaccessible to rollers. Hand-compaction shall be performed concurrently with breakdown rolling.

If for any reason hand-compaction falls behind breakdown rolling, further placement of asphalt concrete shall be suspended until hand-compaction is caught up. Hand-compaction includes vibraplates and hand tampers. Hand torches shall be available for rework of areas which have cooled.

After compaction, the surface texture of all hand work areas shall match the surface texture of the machine placed mat. Any course or segregated areas shall be corrected immediately upon discovery.

Failure to immediately address these areas shall cause suspension of asphalt concrete placement until the areas are satisfactorily addressed, unless otherwise allowed by the Engineer.

Sampling
The Engineer may sample the asphalt concrete from the plant, windrow, or the mat at various intervals.

The CONTRACTOR shall facilitate the sampling process.

Temporary Transitions
The CONTRACTOR shall construct temporary pavement transitions at all paving joints greater than 1 inch prior to allowing traffic onto the paved surface. This includes both longitudinal and transverse paving joints for both leveling and surface courses. Temporary pavement transitions shall have a slope of 20:1 or as approved by the engineer and be constructed on Kraft paper or other suitable bond breaker such that upon removal of the temporary pavement transition, a clean notch remains. The temporary transitions may be constructed of either cold mix or hot mix.

The CONTRACTOR shall construct temporary pavement transitions at all PCC facility transitions greater than 1 inch around corners from beginning of curb return to end of curb return, at PCC cross gutters, and PCC spandrels.

The CONTRACTOR shall continuously maintain the temporary pavement until final paving. Each temporary transition shall be inspected by the CONTRACTOR and repaired as necessary to comply with these provisions at the end of each day including weekends and holidays.

Failure to comply with these provisions will result in a liquidated damage of $250 per day per transition and/or the cost of City crews making the repairs if necessary to correct for public safety.

Quality Control
The Contractor shall provide full time quality control during paving operations as outlined in the Caltrans 2010 Standard Specifications (Unrevised) for the Standard construction process.

MEASUREMENT AND PAYMENT
The measurement and payment for asphalt concrete, complete in place, will be made at the contract unit price per ton (U.S. standard measure, 2,000 pounds) as shown in the Bid Schedule for the various

types of asphalt concrete. Asphalt concrete used in other items of work, including but not limited to digouts, shall be included in the respective bid items.

The above contract price and payment shall include full compensation for furnishing all labor, materials, tools, equipment, transportation and incidentals, and for doing all the work involved in constructing

asphalt concrete pavement, tack coat, including leveling course, complete as detailed, and as specified in the Standard Specifications and these Special Provisions.

EXHIBIT A
Plans
BOUQUET CANYONROADWESTON DR.COOPERHILL DR.

HASKELLBOUQUETCANYONPARKALAMINOSDRIVEALTENA DR.AVEPLUM CANYON RD.URBANDALEPROJECT SITECANYON RD.14"14"14"10"21"24"32"14"36"24"40"14"14"6"8"8"12"36"36" 30"36"30"36"14"18"16"30"24"36"24"36"36"24"12"12"12"16"8"16"20"9"14"30"24"24"27"21"14"21"18"27"12"10"27"EEEEEEEEE EE
WUFLAG POLEN00°02'40"W 555.00'
S89°54'12"W 826.69'
VAN

BENCHCONC WALK

CONC WALK

CBGRATEGRATEGRATE
APPR.

APPR.

CONC GUTTERCONC GUTTER

CONC GUTTER

CLFGATE

MOW STRIP

STD PARKING

STD PARKINGSTD PARKING

CONC CURBCONC CURBCONC CURBU VLTU VLT
WALK5'
BBQI BOXI BOXI BOXI BOX8-SPACES
8-SPACES9-SPACES
SS CO
S1348.33
W RISR
WV

STD PARKINGCONC WALK

CONC WALKASPHALT PAVING
ASPHALT PAVING6-SPACES

ASPHALT PAVING

ASPHALT PAVING
COVER SHEET,VICINITY MAP & NOTES1C0.0010CITY OF SANTA CLARITABOUQUET CANYON PARK IMPROVEMENTDATEAPPROVALS(SIGNATURE/PRINT NAME & NUMBER)REVISIONNO.REVISED BYCITYAPPROVALSCALE:AS SHOWN2/11/2026DATE:1SAN271603JOB NO.CASE NO:SHEET:OF APPROVED FOR CONSTRUCTION:DATEDATE
JEREMY A. JOHNSON RCE C71475 DATEPLANS PREPARED BY:27200 Tourney Rd, Suite 400Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com GRAXX-XXXXHOR. VERT. SCALE:
100% CD PLAN CHECK SUBMITTALBLD26-00362
REVIEWED BY:DATESUBMITTED BY:CITY ENGINEERDAMON LETZAPPROVED FOR CONSTRUCTION:INTERIM DIRECTOR OF NEIGHBORHOOD SERVICESJERRID McKENNADATE LIVICAINROFILACFOETATSSNHONELAYMERREENIGNELANOISSEFORPDERETSIGERExp. 12-31-27No. C71475LONEJJ 28127 WELLSTON DR.BOUQUET CANYON PARKLEGENDELEVATION PROPOSEDELEVATION EXISTINGCONTOUR PROPOSEDFLOW ARROWFENCE CHAIN LINKRETAINING WALLCONTOUR EXISTING(1335)13351330(1330)SAWCUTESSCATVEFWSDSSWPROPOSED CABLE TVEXISTING TELEPHONE LINEEXISTING WATEREXISTING STORM DRAINEXISTING GAS LINEEXISTING ELECTRICALPROPOSED STORM DRAINPROPOSED ELECTRICALPROPOSED FIRE WATER LINEEXISTING SANITARY SEWERPROPOSED SANITARY SEWERWPROPOSED WATERGSDTCENTERLINESSPROPOSED MANHOLE

CITY OF SANTA CLARITAVICINITY MAPNTS

1.A COPY OF THE GRADING PERMIT AND APPROVED GRADINGPLANS SHALL BE IN THE POSSESSION OF A RESPONSIBLEPERSON AND AVAILABLE AT THE SITE AT ALL TIMES.2.ANY MODIFICATIONS OF, OR CHANGES TO, APPROVEDGRADING PLANS SHALL BE APPROVED BY THE CITY ENGINEERPRIOR TO IMPLEMENTATION IN THE FIELD.3.ALL GRADED SITES SHALL HAVE DRAINAGE SWALES, BERMS,AND OTHER DRAINAGE DEVICES APPROVED AT THE ROUGHGRADING STAGE.4.THE FIELD ENGINEER SHALL SET DRAINAGE STAKES FOR ALLDRAINAGE DEVICES.5.ALL STORM DRAIN WORK SHALL BE DONE UNDERCONTINUOUS INSPECTION BY THE FIELD ENGINEER. WEEKLYSTATUS REPORTS SHALL BE SUBMITTED BY THE FIELDENGINEER TO THE ENGINEERING SERVICES DIVISION.6.FINAL GRADING SHALL BE APPROVED BEFORE OCCUPANCYOF BUILDINGS WILL BE ALLOWED.7.CONSTRUCTION OF THE RETAINING WALL(S) SHOWN ONTHESE PLANS REQUIRES A PERMIT FROM THE BUILDING &SAFETY DIVISION.8.SEPARATE PLANS FOR TEMPORARY DRAINAGE AND EROSIONCONTROL MEASURES TO BE USED DURING THE RAINYSEASON MUST BE SUBMITTED PRIOR TO OCTOBER 1. THEEROSION CONTROL DEVICES SHOWN ON SAID PLANS SHALLBE INSTALLED BY NO LATER THAN NOVEMBER 1 ANDMAINTAINED IN OPERABLE CONDITION UNTIL APRIL 15 OF THEFOLLOWING YEAR. (17.90.030)9.ALL SUBDRAIN OUTLETS SHALL BE SURVEYED FOR LINE ANDELEVATION. THIS SHALL BE SHOWN ON THE AS-BUILTGRADING PLAN INCLUDED IN THE FINAL GEOTECHNICAL ANDGEOLOGY REPORT.10.THE FACES OF CUT AND FILL SLOPES SHALL BE PREPAREDAND MAINTAINED TO CONTROL EROSION. THIS CONTROLSHALL CONSIST OF JUTE NETTING AND EFFECTIVE PLANTING,OR OTHER DEVICES SATISFACTORY TO THE CITY ENGINEER.(17.87.020 A)11.A PREVENTIVE PROGRAM TO PROTECT THE SLOPES FROMPOTENTIAL DAMAGE FROM BURROWING RODENTS ISREQUIRED. OWNER SHALL INSPECT SLOPES PERIODICALLYFOR EVIDENCE OF BURROWING RODENTS AND AT FIRSTEVIDENCE OF THEIR EXISTENCE SHALL EMPLOY ANEXTERMINATOR FOR THEIR REMOVAL. (17.87.020 H)12.WHERE NECESSARY, CHECK DAMS, CRIBBING, RIPRAP, OROTHER DEVICES OR METHODS SHALL BE EMPLOYED FOREROSION CONTROL. JUTE NETTING SHALL BE IMMEDIATELYINSTALLED ON ANY SLOPES HAVING A VERTICAL HEIGHT OFSEVEN FEET OR MORE AND STEEPER THAN 3:1 (H:V) TOMINIMIZE OR CONTROL EROSION PROBLEMS.13.ROOF DRAINAGE SHALL BE DIVERTED FROM GRADED SLOPES.14.ALL CONSTRUCTION AND GRADING WITHIN STORM DRAINEASEMENT SHALL BE PER APPROVED STORM DRAIN PLAN.FILL NOTES15.ALL FILL SHALL BE COMPACTED TO THE FOLLOWING MINIMUMRELATIVE COMPACTION CRITERIA:a.90 PERCENT OF MAXIMUM DRY DENSITY WITHIN 40 FEET BELOW FINISH GRADEb.93 PERCENT OF MAXIMUM DRY DENSITY DEEPER THAN 40FEET BELOW FINISH GRADE, UNLESS A LOWER RELATIVECOMPACTION (NOT LESS THAN 90 PERCENT OF MAXIMUM DRY DENSITY) IS JUSTIFIED BY THE GEOTECHNICAL ENGINEER.THE RELATIVE COMPACTION SHALL BE DETERMINED BY ASTMSOIL COMPACTION TEST D1557-91, WHERE APPLICABLE; WHERE NOT APPLICABLE A TEST ACCEPTABLE TO THE CITYENGINEER SHALL BE USED. (17.86.030 E)16.FIELD DENSITY SHALL BE DETERMINED BY A METHODACCEPTABLE TO THE CITY ENGINEER, HOWEVER, A MINIMUMOF 10 PERCENT OF THE REQUIRED DENSITY TESTS SHALL BEOBTAINED BY THE SAND CONE METHOD (ASTM D1556). THEREQUIRED 10 PERCENT BY SAND CONE METHOD SHALL BEUNIFORMLY DISTRIBUTED THROUGHOUT THE DEPTHS ANDLIMITS OF THE FILL.17.SUFFICIENT TESTS OF THE FILL SOILS SHALL BE MADE TODETERMINE THE RELATIVE COMPACTION OF THE FILL INACCORDANCE WITH THE FOLLOWING MINIMUM GUIDELINES:a.ONE TEST FOR EACH TWO-FOOT VERTICAL LIFT.b.ONE TEST FOR EACH 1,000 CUBIC YARDS OF MATERIAL PLACED.c.ONE TEST AT THE LOCATION OF THE FINAL FILL SLOPE FOREACH BUILDING SITE (LOT) IN EACH FOUR-FOOT VERTICAL LIFT OR PORTION THEREOF.d.ONE TEST IN THE VICINITY OF EACH BUILDING PAD FOR EACHFOUR-FOOT VERTICAL LIFT OR PORTION THEREOF.SUFFICIENT TESTS OF FILL SOILS SHALL BE MADE TO VERIFYCOMPLIANCE OF THE SOIL PROPERTIES WITH THE DESIGNREQUIREMENTS INCLUDING SOIL TYPES AND SHEAR STRENGTHS.THE RESULTS OF SUCH TESTING SHALL BE INCLUDED IN THE REPORTS REQUIRED BY SECTION 17.86.030 I.18.NO FILL SHALL BE PLACED UNTIL STRIPPING OF VEGETATION,REMOVAL OF UNSUITABLE SOILS, AND INSTALLATION OFSUBDRAINS (IF ANY) HAVE BEEN INSPECTED AND APPROVEDBY THE GEOTECHNICAL ENGINEER. (17.86.030 B)19.NO ROCK OR SIMILAR MATERIAL GREATER THAN 12 INCHES INDIAMETER SHALL BE PLACED IN THE FILL UNLESSRECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEENSUBMITTED BY THE GEOTECHNICAL ENGINEER ANDAPPROVED IN ADVANCE BY THE CITY ENGINEER. (17.86.030 D)20.CONTINUOUS INSPECTION BY THE GEOTECHNICAL ENGINEEROR HIS RESPONSIBLE REPRESENTATIVE SHALL BE PROVIDEDDURING ALL FILL PLACEMENT AND COMPACTION OPERATIONSWHERE FILLS HAVE A VERTICAL HEIGHT OR DEPTH GREATERTHAN 30 FEET OR SLOPE SURFACE STEEPER THAN 2:1.(17.86.030 H)21.CONTINUOUS INSPECTION BY THE GEOTECHNICAL ENGINEEROR HIS RESPONSIBLE REPRESENTATIVE SHALL BE PROVIDEDDURING ALL SUBDRAIN INSTALLATIONS. (17.86.030 B)22.FILL SLOPES IN EXCESS OF 2:1 STEEPNESS RATIO ARE TO BE CONSTRUCTED BY THE PLACEMENT OF SOIL AT SUFFICIENTDISTANCE BEYOND THE PROPOSED FINISH SLOPE TO ALLOWCOMPACTION EQUIPMENT TO BE OPERATED AT THE OUTERLIMITS OF THE FINAL SLOPE SURFACE. THE EXCESS FILL IS TOBE REMOVED PRIOR TO COMPLETION OF ROUGH GRADING.(OTHER CONSTRUCTION PROCEDURES MAY BE USED WHEN ITIS DEMONSTRATED TO THE SATISFACTION OF THE CITYENGINEER THAT THE ANGLE OF SLOPE, CONSTRUCTIONMETHOD AND OTHER FACTORS WILL HAVE EQUIVALENTEFFECT). (17.86.030 E)23.THE GEOTECHNICAL ENGINEER SHALL PROVIDE SUFFICIENTINSPECTIONS DURING THE PREPARATION OF THE NATURALGROUND AND THE PLACEMENT AND COMPACTION OF THE FILLTO BE SATISFIED THAT THE WORK IS BEING PERFORMED INACCORDANCE WITH THE PLAN AND APPLICABLE CODEREQUIREMENTS. (17.86.030 H)24.THE GRADING CONTRACTOR SHALL SUBMIT THE STATEMENTREQUIRED BY SECTION 17.88.010 L AT THE COMPLETION OFROUGH GRADING. INSPECTION NOTES25.THE PERMITTEE OR HIS AGENT SHALL NOTIFY THEENGINEERING SERVICES DIVISION AT LEAST ONE WORKINGDAY IN ADVANCE OF REQUIRED INSPECTIONS AT FOLLOWINGSTAGES OF THE WORK:a.PRE-GRADE ITEM. (17.88.010 G1)b.INITIAL. WHEN THE SITE HAS BEEN CLEARED OF VEGETATIONAND UNAPPROVED FILL AND IT HAS BEEN SCARIFIED, BENCHED OR OTHERWISE PREPARED FOR FILL. NO FILL SHALL BE PLACED PRIOR TO THIS INSPECTION. (17.88.010 G2)c.ROUGH. WHEN APPROXIMATE FINAL ELEVATIONS HAVE BEENESTABLISHED; DRAINAGE TERRACES, SWALES AND BERMSINSTALLED AT THE TOP OF THE SLOPES; AND THE STATEMENTS REQUIRED IN SECTION 17.88.010L HAVE BEENRECEIVED. (17.88.010 G3)d.FINAL. WHEN GRADING HAS BEEN COMPLETED; ALL DRAINAGEDEVICES INSTALLED; SLOPE PLANTING ESTABLISHED, IRRIGATION SYSTEMS INSTALLED AND THE RECORD DRAWINGS (AS-BUILT PLANS), REQUIRED STATEMENTS, ANDREPORTS HAVE BEEN SUBMITTED. (17.88.010 G4)26.IN ADDITION TO THE INSPECTION REQUIRED BY THEENGINEERING SERVICES DIVISION FOR REGULAR GRADING,REPORTS AND STATEMENTS SHALL BE SUBMITTED TO THECITY ENGINEER IN ACCORDANCE WITH SECTION 17.88.010. -AGENCY NOTES27.SECURE PERMISSION FROM THE ENGINEERING SERVICESDIVISION FOR CONSTRUCTION OR GRADING WITHIN STREETRIGHT-OF-WAY.28.GRADING IN FUTURE STREET RIGHT-OF-WAY SHALL BEINSPECTED BY THE CITY.29.ALL WORK WITHIN THE STREAMBED AND AREAS OUTLINED ONTHE GRADING PLANS SHALL CONFORM TO: - ARMY CORP 404 PERMIT NUMBER: - CALIFORNIA FISH & WILDLIFE PERMIT NUMBER:30.A STORM WATER POLLUTION PREVENTION PLAN (SWPPP)SHALL BE PREPARED AND A COPY AVAILABLE FOR REVIEW ATTHE PROJECT SITE AT ALL TIMES. ALL MEASURES OUTLINEDIN THE PROJECT SWPPP SHALL BE IMPLEMENTEDTHROUGHOUT THE DURATION OF CONSTRUCTION.GEOLOGY AND SOILS NOTES31.ALL RECOMMENDATIONS INCLUDED IN THE CONSULTANT'SSOIL AND GEOLOGY REPORTS SHALL BE COMPLIED WITH ANDARE A PART OF THE GRADING SPECIFICATIONS. (17.83.010 F)32.GRADING OPERATIONS SHALL BE CONDUCTED UNDERPERIODIC GEOLOGIC INSPECTION WITH MONTHLY INSPECTIONREPORTS TO BE SUBMITTED TO THE ENGINEERING SERVICESDIVISION.33.THE CONSULTING GEOLOGIST SHALL APPROVE ROUGHGRADING BY FINAL REPORT PRIOR TO APPROVAL BY THE CITYENGINEER. THE FINAL REPORT SHALL INCLUDE AN AS-BUILTGEOLOGIC MAP.PLANTING AND IRRIGATION NOTES34.ALL CUT SLOPES OVER FIVE FEET AND FILL SLOPES OVERTHREE FEET SHALL BE PLANTED WITH AN APPROVED GROUNDCOVER AND PROVIDED WITH AN IRRIGATION SYSTEM ASSOON AS PRACTICAL AFTER ROUGH GRADING. (17.87.020 D)STORMWATER POLLUTION PLAN NOTES1.EVERY EFFORT SHALL BE MADE TO ELIMINATE THEDISCHARGE OF NON-STORMWATER FROM THE PROJECT SITEAT ALL TIMES.2.ERODED SEDIMENTS AND OTHER POLLUTANTS SHALL BERETAINED ON SITE AND MAY NOT BE TRANSPORTED FROMTHE SITE VIA SHEETFLOW, SWALES, AREA DRAINS, NATURALDRAINAGE COURSES, OR WIND.3.STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATEDMATERIALS SHALL BE PROTECTED FROM BEINGTRANSPORTED FROM THE SITE BY THE FORCES OF WIND ORWATER.4.FUELS, OILS, SOLVENTS, AND OTHER TOXIC MATERIALS SHALLBE STORED IN ACCORDANCE WITH THEIR LISTING AND SHALLNOT CONTAMINATE THE SOIL AND SURFACE WATERS. ALLAPPROVED STORAGE CONTAINERS SHALL BE PROTECTEDFROM THE WEATHER. SPILLS SHALL BE CLEANED UPIMMEDIATELY AND DISPOSED OF IN A PROPER MANNER.SPILLS SHALL NOT BE WASHED INTO THE DRAINAGE SYSTEM.5.EXCESS OR WASTE CONCRETE SHALL NOT BE WASHED INTOTHE PUBLIC RIGHT-OF-WAY OR ANY OTHER DRAINAGESYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETEWASTES ON SITE UNTIL THEY CAN BE DISPOSED OF AS SOLIDWASTE.6.TRASH AND CONSTRUCTION-RELATED SOLID WASTES SHALLBE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENTCONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.7.SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKEDFROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTIONENTRANCE ROADWAYS SHALL BE STABILIZED SO AS TOINHIBIT SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLICRIGHT-OF-WAY. ACCIDENTAL DEPOSITIONS SHALL BE SWEPTUP IMMEDIATELY AND SHALL NOT BE WASHED DOWN BY RAINOR OTHER MEANS.8.ANY SLOPES WITH DISTURBED SOILS OR DENUDED OFVEGETATION SHALL BE STABILIZED SO AS TO INHIBIT EROSIONBY WIND AND WATER.9.THE FOLLOWING BMP'S AS OUTLINED IN, BUT NOT LIMITED TO,THE “BEST MANAGEMENT PRACTICE HANDBOOK, CALIFORNIASTORMWATER QUALITY TASK FORCE, SACRAMENTO,CALIFORNIA, THE LATEST REVISED EDITION, MAY APPLYDURING THE CONSTRUCTION OF THIS PROJECT (ADDITIONALMEASURES MAY BE REQUIRED IF DEEMED APPROPRIATE BYCITY INSPECTORS):

GENERAL NOTES
INDEX MAP1" = 50'ABBREVIATIONFS FINISHED SURFACEFL FLOWLINETC TOP OF CURB GRADE BREAKSHEET INDEXSHEET NO.TITLEC0.00COVER SHEET, VICINITY MAP & NOTESC1.00DEMOLITION PLANC2.00OVERALL GRADING PLANC2.01UPPER LOT GRADING ENLARGEMENTC2.02LOWER LOT GRADING ENLARGEMENTC2.03DRIVEWAY ENTRY GRADING ENLARGEMENTC3.00STRIPING PLANC3.01UPPER LOT STRIPING ENLARGEMENTC3.02LOWER LOT STRIPING ENLARGEMENTC3.03DRIVEWAY ENTRY STRIPING ENLARGEMENTC4.00DETAILSCIVIL PLANS 4/9/26

14"24"32"14"
36"
30"36"30"36"14"18"21"14"

EEEEEEEE EFLAG POLEGRASSGRASSGRASSASPHASPHCONC WALK

CONC WALK

CONC WALK
1 STORYBRICK BLDG1 STORYCONC BLDG
RAMPRAMPDRINKING40'

BENCHCONC WALKCBGRATEGRATEGRATE
APPR.CONC GUTTERCONC GUTTERMOW STRIP

STD PARKING
CONC CURBCONC CURBCONC CURBU VLTU VLTBBQI BOXI BOXI BOXI BOX8-SPACES

SS COW RISR

STD PARKINGCONC WALK

CONC WALKASPHALT PAVING
ASPHALT PAVING6-SPACES
TREEPITTREE BOX& CURB3 1
CURBGUTTER2
2CURBGUTTER
2GRIND &OVERLAY2CURBGUTTER2CURBGUTTER2DRIVEWAYENTRY
2PARKINGSTRIPE
PARKINGSTRIPE21CURB1TREE1ELEC.PULLBOX
1TREE
1IRRI.VALVE1TREE1LIGHT1GRATECURBGUTTER1
1CURBGUTTER1CURBGUTTER1UTILITYVAULT1UTILITYVAULT1IRRI.BOXCATCHBASIN11STORMDRAIN1IRRI.BOX1CURB 2CURBRAMP2CURBRAMP1TREE
1SIDEWALK2PARKINGSTRIPE
2PARKINGSTRIPE
2PARKINGSTRIPE
14"14"10"21"36"24"40"14"14"6"8"8"12"36"16"30"
ASPH

GRASSGRASSGRASSASPHCONC WALKCONC WALK
CONC V-GUTTERRAMPRAMPN00°02'40"W 555.00'
CONC WALKAPPR.CONC GUTTERCLFGATESTD PARKINGSTD PARKINGWALK5' 8-SPACES9-SPACESSWVASPHALT PAVING

ASPHALT PAVING

CURBGUTTER
TREEPIT3 11TREECURB
2GRIND &OVERLAY2GRIND &OVERLAY
1 2PARKINGSTRIPE
2PARKINGSTRIPE
1TREE1TREE1TREE1TREE
1CURB
2CURBGUTTER
1SIGN1LIGHT1WATERVALVE1TREE1TREE
CURBGUTTER1
1CURB1GATE
2CURBRAMP2CURBRAMP
1SIDEWALK2PARKINGSTRIPE
PROTECT IN PLACE EXISTING REMOVE EXISTING ADJUST TO GRADE PER CONSTRUCTION DRAWINGSNOTES:1.PROTECT EXISTING UTILITIES, VALVES, CLEANOUTS, MANHOLES(ADJUST TO GRADE IF NECESSARY)123

EXISTING WALLREMOVE AND REPLACE CONCRETE PAVEMENTREMOVE AND REPLACE AC PAVEMENTSAWCUT LINE DEMOLITION PLAN210CITY OF SANTA CLARITABOUQUET CANYON PARK IMPROVEMENTDATEAPPROVALS(SIGNATURE/PRINT NAME & NUMBER)REVISIONNO.REVISED BYCITYAPPROVALSCALE:AS SHOWN2/11/2026DATE:1SAN271603JOB NO.CASE NO:SHEET:OFJEREMY A. JOHNSON RCE C71475 DATEPLANS PREPARED BY:27200 Tourney Rd, Suite 400Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com GRAXX-XXXXHOR. VERT. SCALE:
100% CD PLAN CHECK SUBMITTALBLD26-00362
LIVICAINROFILACFOETATSSNHONELAYMERREENIGNELANOISSEFORPDERETSIGERExp. 12-31-27No. C71475LONEJJ 1" = 20'1" = 20'
1/211/2012FEETINCHES20010102040

MATCHLINE - SEE RIGHT

MATCHLINE - SEE LEFT
LEGEND:DEMOLITION NOTES:C1.00
4/9/26

N00°02'40"W 555.00'14"10"21"24"40"14"14"6"8"8"12"36"16"30" 1339.81340.91341.21342.11343.01344.11342.161338.281337.381337.26 1345.411344.6 Top1345.0 Top1345.351344.8 Top1345.381344.6 Top1344.5 Top1345.411345.361344.34 TG1342.09 Inv1344.0 Top1344.8 Top1345.11343.81342.5 Toe1342.4 Toe1341.1 Toe1340.3 Toe1339.4 Toe1337.7 Toe1338.3 Toe1338.8 Toe1339.8 Toe1341.1 Toe1339.57 TG1336.77 Inv1336.74 TG1334.74 Inv1337.04 TG1333.74 Inv1335.78 TG1333.58 Inv1336.91338.81337.21339.601340.341341.311342.621342.621340.141339.391339.011338.331337.901338.721338.491337.901338.31339.61337.01337.1 1343.53 TC1343.15 FL1342.44 TC1342.04 FL1341.55 TC1341.20 FL1340.95 TC1340.67 FL1340.36 TC1339.98 FL1339.24 TC1338.85 FL1338.10 TC1337.71 FL 1344.94 FL1345.30 EG1344.78 FL1345.16 EG1344.70 FL1345.13 EG1344.48 FL1344.92 EG1344.42 FL1344.93 EG1344.29 FL1344.39 EG 1337.64 FL1337.13 TC1337.34 EG
71 FL TC1341.88 FL1341.37 TC1341.54 EG

GRASSGRASSGRASSCONC WALKCONC V-GUTTER

TYPICAL
CONC WALKAPPR.CLFGATEWALK1351.36 EP1351.09 EP1350.39 EP1349.81 EP1349.54 EP 1341.71 BW1342.69 BW1343.03 BW1343.34 BW1343.92 BW1344.04 BW1343.90 BW1343.92 BW1344.68 BW1345.27 BW1346.38 BW 1341.19 EG1342.24 EG1343.28 EG1343.87 EG5'1344.24 FL1344.45 FL1344.62 FL1345.45 FL1345.51 FL1345.94 FL1347.80 FL1348.66 FL1349.90 FL1351.50 FL1351.68 FL1351.36 FL1349.54 FL1349.44 FL1347.77 FL1346.29 FL1345.10 FL1345.07 FL1345.03 FL1345.52 FL1344.53 FL1343.45 FL1342.36 FL1341.01 FL1342.07 FL1343.06 FL1343.87 FL1346.67 GB1345.87 GB1346.37 GB1344.64 GBS1348.331343.681346.31 1341.61342.61343.01343.31343.71343.91344.61345.31345.71346.31344.31345.01346.61346.61345.81345.51345.11345.61347.11348.21349.01350.21351.81352.11351.61349.51349.61347.91346.61345.41347.31346.81345.91344.91343.71341.48 TC1342.59 TC1343.59 TC1344.33 TC1344.65 TC1344.94 TC1345.13 TC1345.76 TC1345.52 TC1346.00 TC1348.30 TC1349.08 TC1350.34 TC1351.88 TC1352.25 TC1351.72 TC1349.75 TC1349.87 TC1348.14 TC1346.84 TC1345.43 TC1345.41 TC1345.51 TC1345.93 TC1344.92 TC1343.84 TC1342.78 TC 1345.87 BW1345.24 BW1344.30 BW1346.67 BW1346.63 BWWV
52 7
7 1340133913411342133813381339
13451350
13421343134413461347134813491351
13401341133813391.5%0.8%4.7%1.1%0.9%0.8%2.0%2.5%4.2%1339.71FS1339.16FS1338.10FS1337.78FS1338.15FS1338.85FS1339.20FS1338.22FS1338.01FS1338.50FS1338.71FS1337.85FS1338.21FS1339.00FS1339.88FS(4.6%)(1.7%)(2.2%) 1341.74FS(1341.74) TC(1341.24) FL
1337.58FS(1338.08) TC(1337.58) FL
40'
24"32"36"
30"36"30"36"14"18"21"14"1332.261333.41334.51337.21337.801337.721337.501337.581338.3 EEEEEEEE1337.281337.381336.21336.7
1332.201335.21334.91334.64 TG1334.04 Inv1333.16 TG1330.16 Inv1335.0 Toe1334.1 Toe1333.2 Toe1333.0 Toe1335.3 Top1336.0 Top1334.041334.911335.31335.91335.26 TG1331.46 InvE 1331.201331.651331.761331.951332.741333.751334.561335.531336.091336.01 1331.11330.91331.61331.71332.01332.41332.31333.01333.91334.31335.31336.01337.14 FF1338.10 TC1337.71 FL1337.15 TC1336.77 FL1336.16 TC1335.83 FL1335.80 TC1335.42 FL1335.54 TC1335.16 FL1334.36 TC1334.02 FL1333.26 TC1332.84 FL 1335.60 TC1335.30 FL35.98 TC.67 FL
1332.74 TC1332.39 FL1331332.61332.86 TC1332.35 FL1331.99 FL1331.49 TC1331.67 EG 1335.60 FL1335.11 TC35.26 EG1336.54 FL1336.05 TC1336.26 EG

GRASSGRASSCONC WALKC
1 STORYBRICK BLDG1 STORYCONC BLDG

1.8%
BENCHCONC WALKCBGRATEGRATEGRATECONC GUTTERCONC GUTTERMOW STRIPCONC CURBCONC CURBCONC CURBU VLTU VLT1324.87 BW1324.70 BW1324.46 BW1325.25 BW1325.75 BW1326.75 BW1327.88 BW1329.43 BW1330.12 BW1331.13 BW1331.67 BW1331.78 BW1331.29 BW1331.10 BW1331.29 BW1331.68 BW1331.92 BW1332.07 BW1332.32 BW 1326.12 EC1326.07 EC1326.44 EC1326.63 EC1329.10 EC1329.01 EC1330.34 EC1330.20 EC 1327.96 EC1327.91 EC1327.89 EC1330.07 EC1330.07 EC1330.15 EC1325.33 TG1325.55 TG1329.08 TG1329.04 TG1327.86 TG1327.85 TG1327.86 TG1323.68 EG1324.92 EG1327.63 EG1328.42 EG1328.61 EG1328.92 EG1329.60 EG1330.69 EG1331.31 EG1332.11 FL1331.05 FL1330.00 FL1329.83 FL1329.55 FL1329.42 FL1328.36 FL1327.15 FL1325.51 FL1323.24 FL1324.94 FL1325.43 FL1327.45 FL1328.32 FL1328.47 FL1328.69 FL1329.57 FL1330.48 FL1331.13 FL1325.36 GBBBQI BOXI BOXI BOXI BOX1327.36 TC1327.51 TC1327.92 TC1328.14 TC1328.18 TC1328.20 TC1328.28 TC1328.21 TC1328.17 TC1328.31 TC1328.46 TCSS CO 1331.331331.471331.541331.971332.141332.531329.781329.781325.31324.81324.61324.31324.71324.91324.81325.11326.71327.01326.71327.61328.21328.31325.31327.91328.61328.81329.2 1332.51331.41330.21329.81328.81327.51326.71327.81328.91328.61329.91330.21326.91327.11327.31327.81328.11328.01328.51329.91329.01328.61328.41325.31325.01325.31326.01326.31325.71328.11327.81329.11329.21330.11331.01331.61331.11330.81331.61331.81332.61331.31329.71329.91330.81331.71332.51333.31333.31332.01331.71330.51330.41329.51330.81331.31330.31329.91329.41328.81328.21328.31328.11330.01329.41324.17 TC1324.94 TC1325.88 TC1327.98 TC1328.69 TC1329.00 TC1329.24 TC1330.05 TC1330.99 TC1331.63 TC1332.60 TC1331.52 TC1330.40 TC1330.34 TC1330.08 TC1329.94 TC1328.86 TC1327.54 TC1325.57 TC1325.80 EC1327.18 BW1328.01 BW1329.32 BW1329.52 BW1329.25 BW1332.70 BW1331.32 BW1330.30 BW1329.61 BW1329.91 BW1330.90 BW1331.77 BW1331.97 BW W RISR

CONC WALK

CONC WALK
VAN2 27
7 1335133313341336
13251330132613271328132913311332
13361337133513331334

4.0%0.1%1.7%1.9%2.8%

4.2%
1335.92FS1335.63FS1334.44FS1334.79FS1334.83FS1335.40FS1335.59FS1336.63FS1336.35FS(1336.85) TC(1336.35) FL 1331.84FS(1332.03) TC(1331.53) FL
OVERALL GRADINGPLAN310CITY OF SANTA CLARITABOUQUET CANYON PARK IMPROVEMENTDATEAPPROVALS(SIGNATURE/PRINT NAME & NUMBER)REVISIONNO.REVISED BYCITYAPPROVALSCALE:AS SHOWN2/11/2026DATE:1SAN271603JOB NO.CASE NO:SHEET:OFJEREMY A. JOHNSON RCE C71475 DATEPLANS PREPARED BY:27200 Tourney Rd, Suite 400Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com GRAXX-XXXXHOR. VERT. SCALE:
100% CD PLAN CHECK SUBMITTALBLD26-00362
LIVICAINROFILACFOETATSSNHONELAYMERREENIGNELANOISSEFORPDERETSIGERExp. 12-31-27No. C71475LONEJJCITY OF SANTA CLARITAAPPROVEDFORGRADING AND DRAINAGEUNDER TITLE 17UNIFIED DEVELOPMENT CODEBY:DATE:THIS SET OF PLANS AND SPECIFICATION MUST BE KEPT ON THEJOB AT ALL TIMES. IT IS UNLAWFUL TO MAKE ANY CHANGES ORALTERNATIONS ON SAME WITHOUT WRITTEN PERMISSION FROM THEENGINEERING SERVICES DIVISION.THE STAMPING OF THESE PLANS AND SPECIFICATIONS SHALL NOTBE USED AS A SUBSTITUTE FOR PERMIT OR MEANT AS ANAPPROVAL OF ANY VIOLATION OF THE PROVISIONS OF ANY CITYOR COUNTRY ORDINANCE OR STATE LAW. 1/211/2012FEETINCHES20010102040

MATCHLINE - SEE RIGHT

MATCHLINE - SEE LEFT
SEE ENLARGEMENT ON SHEET C2.01SEE ENLARGEMENT ON SHEET C2.02 SEE ENLARGEMENT ON SHEET C2.03
LEGEND:PROPOSED CONCRETE PAVEMENTPROPOSED AC PAVEMENT2" GRIND & OVERLAYSAWCUT LINE CONSTRUCTION NOTES:CONSTRUCT 6" CURB AND 18" WIDE GUTTER PER SPPWC STD 120-2, TYPE A2-6CONSTRUCT ADA SIGNAGE AND STRIPING PER DETAIL 3 ON SHEET C-4.001234CONSTRUCT 4" ASPHALT PAVING OVER 6" BASE OR MATCH EXISTINGPAVEMENT SECTION PER DETAIL 1 ON SHEET C-4.00CONSTRUCT 4" PCC SIDEWALK PER DETAIL 2 ON SHEET C-4.00APPLY 4" WHITE SOLID LINE FOR PARKING STALL STRIPING5APPLY 4" WHITE SOLID LINE FOR DEAD PARKING SPACE STRIPING62" GRIND & OVERLAY7 C2.00
4/9/26

10"
14"
14"1344.34 TG1342.09 Inv1344.0 Top1344.8 Top1342.4 Toe1341.1 Toe1340.3 Toe1339.57 TG1336.77 Inv 1338.81337.2
1341.71 BW1341.19 EG1341.01 FL1341.61341.48 TC(1341.42) TC(1340.92) FLJOIN 1339.70FS1339.43FS1339.25FS1339.26FS1339.19FL1339.25FS1339.20FS1339.65FS1340.13 TC1339.63 FL1339.81FS1339.87FS1339.88 TC1339.38 FS1339.45FS1339.50FS1339.95 TC1339.45 FL1340.16FS1339.31FS1339.26FL1339.33FS (1338.85)FS
(1342.25)FS
1340.32FS1340.93FS1341.34FS1341.42FS1341.72FS
1339.77FS1339.86FS1339.81FS1339.97FS1340.08FS1340.01FS (1340.31)FS(1339.58)FS(1339.87)FS(1339.69)FS(1339.16)FS 1339.52FS1339.34FS1.8%8.0%1.9%1.8%1.9%1.0%1.0%

2.0%3.1%4.9%4.8%1.2%1.5%1.9%0.9%1.5%1.8%0.2%1.7%1340
1339
13411342
1340
1341
13391.9%1
4 3
3 2
1 441339.90FS
1341.11EG

7.60'9.00'9.00'4.00'3.00'
(1338.31) TC(1337.81) FLJOIN1337.98EG

1.6%
UPPER LOT GRADINGENLARGEMENT410CITY OF SANTA CLARITABOUQUET CANYON PARK IMPROVEMENTDATEAPPROVALS(SIGNATURE/PRINT NAME & NUMBER)REVISIONNO.REVISED BYCITYAPPROVALSCALE:AS SHOWN2/11/2026DATE:1SAN271603JOB NO.CASE NO:SHEET:OFJEREMY A. JOHNSON RCE C71475 DATEPLANS PREPARED BY:27200 Tourney Rd, Suite 400Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com GRAXX-XXXXHOR. VERT. SCALE:
100% CD PLAN CHECK SUBMITTALBLD26-00362
LIVICAINROFILACFOETATSSNHONELAYMERREENIGNELANOISSEFORPDERETSIGERExp. 12-31-27No. C71475LONEJJCITY OF SANTA CLARITAAPPROVEDFORGRADING AND DRAINAGEUNDER TITLE 17UNIFIED DEVELOPMENT CODEBY:DATE:THIS SET OF PLANS AND SPECIFICATION MUST BE KEPT ON THEJOB AT ALL TIMES. IT IS UNLAWFUL TO MAKE ANY CHANGES ORALTERNATIONS ON SAME WITHOUT WRITTEN PERMISSION FROM THEENGINEERING SERVICES DIVISION.THE STAMPING OF THESE PLANS AND SPECIFICATIONS SHALL NOTBE USED AS A SUBSTITUTE FOR PERMIT OR MEANT AS ANAPPROVAL OF ANY VIOLATION OF THE PROVISIONS OF ANY CITYOR COUNTRY ORDINANCE OR STATE LAW.

CONSTRUCTION NOTES:CONSTRUCT 6" CURB AND 18" WIDE GUTTER PER SPPWC STD 120-2, TYPE A2-6CONSTRUCT ADA SIGNAGE AND STRIPING PER DETAIL 3 ON SHEET C-4.001234CONSTRUCT 4" ASPHALT PAVING OVER 6" BASE OR MATCH EXISTINGPAVEMENT SECTION PER DETAIL 1 ON SHEET C-4.00CONSTRUCT 4" PCC SIDEWALK PER DETAIL 2 ON SHEET C-4.00 1/211/2012FEETINCHES502.52.5510
LEGEND:PROPOSED CONCRETE PAVEMENTPROPOSED AC PAVEMENT2" GRIND & OVERLAYSAWCUT LINE 2" GRIND & OVERLAY5
C2.01
4/9/26

14"
18" 1332.261333.4
1334.5
1335.2
1334.64 TG1334.04 Inv
1333.16 TG1330.16 Inv1334.1 Toe1333.2 Toe
1335.91335.26 TG1331.46 InvE 1336.16 TC1335.83 FL1335.80 TC1335.42 FL1335.54 TC1335.16 FL1334.36 TC1334.02 FL 1333.26 TC1332.84 FL1333.10 TC1332.61 FL1332.86 TC1332.35 FL 1335.60 FL1335.11 TC1335.26 EG(1335.78) TC1335.28 FS(1335.98) TC1335.48 FS(1335.60) TC1335.10 FS(1335.60) TC1335.10 FS 1332.11 FL1332.60 TC(1332.34) TC(1331.85) FLJOIN
VAN
1333.93FS
1333.53FS1333.40FS1333.83 TC1333.33 FL1333.85FS1333.51FS1333.97 TC1333.47 FL1333.96FS1334.16FS1334.23FS1334.24FS1333.72FL1333.79FS1334.32FS1334.30 TC1333.80 FL1333.93FS1333.60FS1333.53FL1333.58FS1333.65FS1333.60FL1333.67FS1334.50FS1334.46FS1334.40FS1334.35FS1334.30FS1334.24FS1334.18FS1334.10FS1333.97FS (???)FS
(???)FS(???)FS
(1333.01)FS1332.91FS(1332.58)FS
1333.89FS(1334.55)FS(1334.43)FS(1334.54)FS 1.7%0.4%8.0%1.7%0.7%1.5%1.8%1.4%1.3%1.9%1.2%0.5%1.9%1.3%0.5%1.2%2.1%2.3%4.9%4.9%1.6% 1335
1333
1334
13361335
13331334

1.4%
1 4
3 2
1 3
4 47.95'9.60'9.00'3.00'4.00'
(1335.78) TC(1335.30) FLJOIN1335.46EG
1332.03EG(1333.11) TC(1332.61) FLJOIN

1.8%
LOWER LOT GRADINGENLARGEMENT510CITY OF SANTA CLARITABOUQUET CANYON PARK IMPROVEMENTDATEAPPROVALS(SIGNATURE/PRINT NAME & NUMBER)REVISIONNO.REVISED BYCITYAPPROVALSCALE:AS SHOWN2/11/2026DATE:1SAN271603JOB NO.CASE NO:SHEET:OFJEREMY A. JOHNSON RCE C71475 DATEPLANS PREPARED BY:27200 Tourney Rd, Suite 400Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com GRAXX-XXXXHOR. VERT. SCALE:
100% CD PLAN CHECK SUBMITTALBLD26-00362
LIVICAINROFILACFOETATSSNHONELAYMERREENIGNELANOISSEFORPDERETSIGERExp. 12-31-27No. C71475LONEJJCITY OF SANTA CLARITAAPPROVEDFORGRADING AND DRAINAGEUNDER TITLE 17UNIFIED DEVELOPMENT CODEBY:DATE:THIS SET OF PLANS AND SPECIFICATION MUST BE KEPT ON THEJOB AT ALL TIMES. IT IS UNLAWFUL TO MAKE ANY CHANGES ORALTERNATIONS ON SAME WITHOUT WRITTEN PERMISSION FROM THEENGINEERING SERVICES DIVISION.THE STAMPING OF THESE PLANS AND SPECIFICATIONS SHALL NOTBE USED AS A SUBSTITUTE FOR PERMIT OR MEANT AS ANAPPROVAL OF ANY VIOLATION OF THE PROVISIONS OF ANY CITYOR COUNTRY ORDINANCE OR STATE LAW. 1/211/2012FEETINCHES502.52.5510 LEGEND:PROPOSED CONCRETE PAVEMENTPROPOSED AC PAVEMENT2" GRIND & OVERLAYSAWCUT LINE CONSTRUCTION NOTES:CONSTRUCT 6" CURB AND 18" WIDE GUTTER PER SPPWC STD 120-2, TYPE A2-6CONSTRUCT ADA SIGNAGE AND STRIPING PER DETAIL 3 ON SHEET C-4.001234CONSTRUCT 4" ASPHALT PAVING OVER 6" BASE OR MATCH EXISTINGPAVEMENT SECTION PER DETAIL 1 ON SHEET C-4.00CONSTRUCT 4" PCC SIDEWALK PER DETAIL 2 ON SHEET C-4.002" GRIND & OVERLAY5 C2.02
4/9/26

CBGRATECONC GUTTERCONC GUTTERCONC CURBCONC CURBCONC CURBU VLTU VLT1324.87 BW1324.70 BW1324.46 BW1326.12 EC1326.07 EC1326.44 EC1326.63 EC1325.33 TG1325.55 TG1324.92 EG1327.63 EG1328.42 EG1328.61 EG1328.92 EG1329.60 EG1330.00 FL1329.83 FL1329.55 FL1329.42 FL1328.36 FL1327.15 FL1325.51 FL1324.94 FL1325.43 FL1327.45 FL1328.32 FL1328.47 FL1328.69 FL1329.57 FL1325.36 GBI BOX1327.36 TC1327.51 TC1327.92 TC1328.14 TC1328.18 TCSS CO1325.31324.81324.61324.31324.81325.11326.71327.01326.71327.61328.21328.31325.31327.91328.61328.81330.21329.81328.81327.51326.71327.81328.91328.61329.91330.21326.91327.11327.31327.81328.01328.61325.31326.01324.94 TC1325.88 TC1327.98 TC1328.69 TC1329.00 TC1329.24 TC1330.40 TC1330.34 TC1330.08 TC1329.94 TC1328.86 TC1327.54 TC1325.57 TC1325.80 EC1329.25 BWCONC WALK

1.9%4.3%2.4%2.0%4.7%4.0%
BEG.3 3END(1327.34) TC(1326.84) FL(1326.19) TC(1325.69) FL(1326.85) TC(1326.35) FL(1327.17) TC(1326.67) FL(1326.42) TC(1325.92) FL(1326.67) TC(1326.17) FL(1324.87)FS (1325.40)FS(1325.38)FS(1325.36)FS(1325.35) TC(1324.85) FL (1324.43) TC(1323.93) FL(1324.06) TC(1324.02) FL(1324.42) TC(1324.32) FL(1324.81) TC(1324.71) FL(1324.99)FS (1324.12)FS(1324.36)FS(1324.69)FS(1324.50)FS
(1328.69) TC(1328.32) FL
(1329.94) TC(1329.42) FL
(1328.34) TC(1327.84) FL(1327.98) TC(1327.45) FL(1327.63) TC(1327.13) FL (1328.64) TC(1328.14) FL(1327.54) TC(1327.15) FL(1326.91) TC(1326.41) FL(1326.27) TC(1325.77) FL(1325.57) TC(1325.51) FL (1325.88) TC(1325.43) FL(1324.94) TC(1324.94) FL1325
1330
1326132713281329
DRIVEWAY ENTRYGRADINGENLARGEMENT610CITY OF SANTA CLARITABOUQUET CANYON PARK IMPROVEMENTDATEAPPROVALS(SIGNATURE/PRINT NAME & NUMBER)REVISIONNO.REVISED BYCITYAPPROVALSCALE:AS SHOWN2/11/2026DATE:1SAN271603JOB NO.CASE NO:SHEET:OFJEREMY A. JOHNSON RCE C71475 DATEPLANS PREPARED BY:27200 Tourney Rd, Suite 400Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com GRAXX-XXXXHOR. VERT. SCALE:
100% CD PLAN CHECK SUBMITTALBLD26-00362
LIVICAINROFILACFOETATSSNHONELAYMERREENIGNELANOISSEFORPDERETSIGERExp. 12-31-27No. C71475LONEJJCITY OF SANTA CLARITAAPPROVEDFORGRADING AND DRAINAGEUNDER TITLE 17UNIFIED DEVELOPMENT CODEBY:DATE:THIS SET OF PLANS AND SPECIFICATION MUST BE KEPT ON THEJOB AT ALL TIMES. IT IS UNLAWFUL TO MAKE ANY CHANGES ORALTERNATIONS ON SAME WITHOUT WRITTEN PERMISSION FROM THEENGINEERING SERVICES DIVISION.THE STAMPING OF THESE PLANS AND SPECIFICATIONS SHALL NOTBE USED AS A SUBSTITUTE FOR PERMIT OR MEANT AS ANAPPROVAL OF ANY VIOLATION OF THE PROVISIONS OF ANY CITYOR COUNTRY ORDINANCE OR STATE LAW. 1/211/2012FEETINCHES502.52.5510 CONSTRUCTION NOTES:CONSTRUCT 6" CURB AND 18" WIDE GUTTER PER SPPWC STD 120-2, TYPE A2-6CONSTRUCT ADA SIGNAGE AND STRIPING PER DETAIL 3 ON SHEET C-4.001234CONSTRUCT 4" ASPHALT PAVING OVER 6" BASE OR MATCH EXISTINGPAVEMENT SECTION PER DETAIL 1 ON SHEET C-4.00CONSTRUCT 4" PCC SIDEWALK PER DETAIL 2 ON SHEET C-4.00 LEGEND:PROPOSED CONCRETE PAVEMENTPROPOSED AC PAVEMENT2" GRIND & OVERLAYSAWCUT LINE CONSTRUCTION NOTES:CONSTRUCT 6" CURB AND 18" WIDE GUTTER PER SPPWC STD 120-2, TYPE A2-6CONSTRUCT ADA SIGNAGE AND STRIPING PER DETAIL 3 ON SHEET C-4.001234CONSTRUCT 4" ASPHALT PAVING OVER 6" BASE OR MATCH EXISTINGPAVEMENT SECTION PER DETAIL 1 ON SHEET C-4.00CONSTRUCT 4" PCC SIDEWALK PER DETAIL 2 ON SHEET C-4.002" GRIND & OVERLAY5 C2.03
4/9/26

N00°02'40"W 555.00'14"10"21"24"40"14"14"6"8"8"12"36"16"30"GRASSGRASSGRASSCONC WALKCONC V-GUTTERCONC WALKAPPR.CLFGATEWALK5'SWV 40'
24"32"36"
30"36"30"36"14"18"21"14"

EEEEEEEE E

GRASSGRASSCONC WALKC
1 STORYBRICK BLDG1 STORYCONC BLDG

BENCHCONC WALKCBGRATEGRATEGRATECONC GUTTERCONC GUTTERMOW STRIPCONC CURBCONC CURBCONC CURBU VLTU VLTBBQI BOXI BOXI BOXI BOXSS COW RISR

CONC WALK

CONC WALK
VAN
STRIPING PLAN610CITY OF SANTA CLARITABOUQUET CANYON PARK IMPROVEMENTDATEAPPROVALS(SIGNATURE/PRINT NAME & NUMBER)REVISIONNO.REVISED BYCITYAPPROVALSCALE:AS SHOWN2/11/2026DATE:1SAN271603JOB NO.CASE NO:SHEET:OFJEREMY A. JOHNSON RCE C71475 DATEPLANS PREPARED BY:27200 Tourney Rd, Suite 400Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com GRAXX-XXXXHOR. VERT. SCALE:
100% CD PLAN CHECK SUBMITTALBLD26-00362
LIVICAINROFILACFOETATSSNHONELAYMERREENIGNELANOISSEFORPDERETSIGERExp. 12-31-27No. C71475LONEJJ1/211/2012FEETINCHES20010102040

MATCHLINE - SEE RIGHT

MATCHLINE - SEE LEFT
SEE ENLARGEMENT ON SHEET C3.01SEE ENLARGEMENT ON SHEET C3.02 LEGEND:PROPOSED ADA STRIPING / 4" WHITE SOLID LINE FOR DEAD SPACE4" WHITE SOLID LINEADA PARKING STALL SIGNAGEADA PARKING STALL STRIPINGPROPOSED AC PAVEMENTPROPOSED CONCRETE PAVEMENT SIGNING & STRIPING CONSTRUCTION NOTES123INSTALL RED CURB PAINT, LENGTH PER PLAN4APPLY 4" PARKING STALL STRIPING 4" WHITE SOLID LINE PER DETAIL 4 ON SHEET C4.00INSTALL DOUBLE ACCESS PARKING STALLS SIGNAGE AND STRIPING PER DETAIL 3 ON SHEET C4.00APPLY 4" WHITE SOLID LINE FOR DEAD PARKING SPACE STRIPING SEE ENLARGEMENT ON SHEET C3.03
C3.00
4/9/26

14"10"21"40"14"14"6"8"GRASS

CONC WALK
TYP.9.00' TYP.18.00' TYP.3
1 4
44 3TYP.5.00'18.00'16.00'3.00'3.00'

18.00' TYP.9.00' TYP.9.00' TYP.18.00' TYP.

9.00' TYP.18.00' TYP.9.00'12.00'8.70'17.00'2.20'17.00'

18.00'12.40'
UPPER LOT STRIPINGENLARGEMENT710CITY OF SANTA CLARITABOUQUET CANYON PARK IMPROVEMENTDATEAPPROVALS(SIGNATURE/PRINT NAME & NUMBER)REVISIONNO.REVISED BYCITYAPPROVALSCALE:AS SHOWN2/11/2026DATE:1SAN271603JOB NO.CASE NO:SHEET:OFJEREMY A. JOHNSON RCE C71475 DATEPLANS PREPARED BY:27200 Tourney Rd, Suite 400Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com GRAXX-XXXXHOR. VERT. SCALE:
100% CD PLAN CHECK SUBMITTALBLD26-00362
LIVICAINROFILACFOETATSSNHONELAYMERREENIGNELANOISSEFORPDERETSIGERExp. 12-31-27No. C71475LONEJJ 1/211/2012FEETINCHES100551020 SIGNING & STRIPING CONSTRUCTION NOTES123INSTALL RED CURB PAINT, LENGTH PER PLAN4APPLY 4" PARKING STALL STRIPING 4" WHITE SOLID LINE PER DETAIL 4 ON SHEET C4.00INSTALL DOUBLE ACCESS PARKING STALLS SIGNAGE AND STRIPING PER DETAIL 3 ON SHEET C4.00APPLY 4" WHITE SOLID LINE FOR DEAD PARKING SPACE STRIPING C3.01
LEGEND:PROPOSED ADA STRIPING / 4" WHITE SOLID LINE FOR DEAD SPACE4" WHITE SOLID LINEADA PARKING STALL SIGNAGEADA PARKING STALL STRIPINGPROPOSED AC PAVEMENTPROPOSED CONCRETE PAVEMENT 4/9/26

40'
32"
30"36"30"36"14"18"
14"
EE EGRASS1 STORYBRICK BLDG
VAN1
444
43TYP.3TYP.9.00' TYP.18.00' TYP.

8.00'18.50'

18.00' TYP.9.00' TYP.

3.00'3.00'18.00' TYP.9.00' TYP.9.00' TYP.18.00' TYP.

18.00'6.00'18.00'4.30'17.00'5.30'18.00'

18.00'4.05'4.15'18.00'9.00'12.00'

18.00' TYP.9.00' TYP.

LOWER LOT STRIPINGENLARGEMENT810CITY OF SANTA CLARITABOUQUET CANYON PARK IMPROVEMENTDATEAPPROVALS(SIGNATURE/PRINT NAME & NUMBER)REVISIONNO.REVISED BYCITYAPPROVALSCALE:AS SHOWN2/11/2026DATE:1SAN271603JOB NO.CASE NO:SHEET:OFJEREMY A. JOHNSON RCE C71475 DATEPLANS PREPARED BY:27200 Tourney Rd, Suite 400Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com GRAXX-XXXXHOR. VERT. SCALE:
100% CD PLAN CHECK SUBMITTALBLD26-00362
LIVICAINROFILACFOETATSSNHONELAYMERREENIGNELANOISSEFORPDERETSIGERExp. 12-31-27No. C71475LONEJJ 1/211/2012FEETINCHES100551020C3.02 SIGNING & STRIPING CONSTRUCTION NOTES123INSTALL RED CURB PAINT, LENGTH PER PLAN4APPLY 4" PARKING STALL STRIPING 4" WHITE SOLID LINE PER DETAIL 4 ON SHEET C4.00INSTALL DOUBLE ACCESS PARKING STALLS SIGNAGE AND STRIPING PER DETAIL 3 ON SHEET C4.00APPLY 4" WHITE SOLID LINE FOR DEAD PARKING SPACE STRIPING LEGEND:PROPOSED ADA STRIPING / 4" WHITE SOLID LINE FOR DEAD SPACE4" WHITE SOLID LINEADA PARKING STALL SIGNAGEADA PARKING STALL STRIPINGPROPOSED AC PAVEMENTPROPOSED CONCRETE PAVEMENT 4/9/26

60'30'30'
18"

CONC WALKCBGRATEGRATEGRATECONC GUTTERCONC GUTTERMOW STRIPCONC CURBCONC CURBCONC CURBU VLTU VLTI BOXI BOXI BOXSS COW RISRCONC WALK 44 3TYP.18.00' TYP.9.00' TYP.
2L=23.47'4.20'3.60'15.00'15.00'18.00'7.83'18.00'6.00'

18.00' TYP.9.00' TYP.

DRIVEWAY ENTRYSTRIPINGENLARGEMENT910CITY OF SANTA CLARITABOUQUET CANYON PARK IMPROVEMENTDATEAPPROVALS(SIGNATURE/PRINT NAME & NUMBER)REVISIONNO.REVISED BYCITYAPPROVALSCALE:AS SHOWN2/11/2026DATE:1SAN271603JOB NO.CASE NO:SHEET:OFJEREMY A. JOHNSON RCE C71475 DATEPLANS PREPARED BY:27200 Tourney Rd, Suite 400Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com GRAXX-XXXXHOR. VERT. SCALE:
100% CD PLAN CHECK SUBMITTALBLD26-00362
LIVICAINROFILACFOETATSSNHONELAYMERREENIGNELANOISSEFORPDERETSIGERExp. 12-31-27No. C71475LONEJJ 1/211/2012FEETINCHES100551020C3.03 SIGNING & STRIPING CONSTRUCTION NOTES123INSTALL RED CURB PAINT, LENGTH PER PLAN4APPLY 4" PARKING STALL STRIPING 4" WHITE SOLID LINE PER DETAIL 4 ON SHEET C4.00INSTALL DOUBLE ACCESS PARKING STALLS SIGNAGE AND STRIPING PER DETAIL 3 ON SHEET C4.00APPLY 4" WHITE SOLID LINE FOR DEAD PARKING SPACE STRIPING LEGEND:PROPOSED ADA STRIPING / 4" WHITE SOLID LINE FOR DEAD SPACE4" WHITE SOLID LINEADA PARKING STALL SIGNAGEADA PARKING STALL STRIPINGPROPOSED AC PAVEMENTPROPOSED CONCRETE PAVEMENT 4/9/26

DETAILS1010CITY OF SANTA CLARITABOUQUET CANYON PARK IMPROVEMENTDATEAPPROVALS(SIGNATURE/PRINT NAME & NUMBER)REVISIONNO.REVISED BYCITYAPPROVALSCALE:AS SHOWN2/11/2026DATE:1SAN271603JOB NO.CASE NO:SHEET:OFJEREMY A. JOHNSON RCE C71475 DATEPLANS PREPARED BY:27200 Tourney Rd, Suite 400Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com GRAXX-XXXXHOR. VERT. SCALE:
100% CD PLAN CHECK SUBMITTALBLD26-00362
LIVICAINROFILACFOETATSSNHONELAYMERREENIGNELANOISSEFORPDERETSIGERExp. 12-31-27No. C71475LONEJJ NOT TO SCALEACCESSIBILITY PARKING SIGNAGE & ACCESS PARKING STALLS3SIGN AND IDENTIFICATION:1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL BE THE STANDARD USED TO IDENTIFY FACILITIES THAT ARE ACCESSIBLE TOAND USABLE BY PHYSICALLY DISABLED PERSON. THE SYMBOL SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THEBLUE SHALL BE EQUAL TO (COLOR NO. 15090 IN FEDERAL STD 595B)2. CHARACTERS AND SYMBOLS SHALL BE WHITE ON BLUE BACKGROUND. (COLOR NO. 15090 PER FED STD 595B)INTERNATIONAL SYMBOL OF ACCESSIBILITY NOTES:1. 3'X3' SURFACE IDENTIFICATION AT ALL ACCESSIBLE PARKING STALLS.80" UNOVANACCESSIBLEMINIMUMFINE$ 250PARKINGONLY(80" WHERE "VANACCESSIBLE"SIGN NOTED ONDRAWINGS) 12"18"6"6"TORX SCREWS (TYP)MIN 1" CHARACTERS(TYP)"CHAMPION-AMERICA"NO. C25499 REFLECTIVEALUMINUM SIGN WITHBEADED TEXTPROVIDE BACK BRACINGMIN OF 2 (TYP AT EA SIGN)"CHAMPION-AMERICA"NO. C25485 REFLECTIVEALUMINUM SIGN WITHBEADED TEXTSIGN W/ NOTED ONDRAWINGS (AS NEEDEDFOR VAN ADA PARKING)"CHAMPION-AMERICA"NO. C25485 REFLECTIVEALUMINUM SIGN WITHBEADED TEXT1 1/2 " SQ. GALV.STL. UNISTRUTSET IN CONC.FTG. SLEEVED& BOLTEDCONC WALK/AC PAVING18" 1/2" RADIUS(VER MFR)
8" DIA3" NOT TO SCALETYPICAL AC PAVEMENT DETAIL1SCARIFY AND RECOMPACTSUBGRADE AS REQUIRED4" THK. AC PAVEMENT PER PLAN6" THK. CAB OR CMB SCARIFY AND RECOMPACTSUBGRADE4" PCC, 3000 PSI WITH 6x6 #10WWM2.0"2.0"FINISH PER LANDSCAPE PLANS 4" C.A.B. OR C.M.B.NOT TO SCALETYPICAL CONC WALK DETAIL2 NOPARKING3'-0"TYP8"24"TYPACCESSIBILITY PARKINGSIGN PER DETAIL BELOWWHEEL STOP3'-0"12"4"18-0" MIN'EQEQ9'-0"NOTE:1.PARKING STALL AND ACCESS AISLES PAVEMENT SURFACE NOT TO EXCEED 2% SLOPE IN ANY DIRECTION.2. DETECTABLE WARNING SURFACES SHALL BE YELLOW ANDAPPROXIMATE FS 33538 OF SAE AMS-STD-595A. (CBC11B-705.1.1.3.1) 4" WIDE BLUECOLOR NO.FEBFEEBSTD 595BSTRIPINGCURB FACE12" HIGH LETTERSHELVETICAMEDIUM WHITECOLOR NO.FEBFEEB12'-0"6'-0"3'-0"EQEQDETECTABLEWARNINGSURFACE PERCBC SECTION11B-705.1 NOTE: CONTACT THE ENGINEER OF RECORD IF THEPROPOSED ABOVE PAVEMENT SECTION IS NOT THESAME AS THE EXISTING PAVEMENT.

TYPICAL PAVEMENTSYMBOL PER CBCSECTION 11B-502.6.418'9.00' (TYP)4" (TYP)4" WIDE WHITEHIGHWAY PAINT(2 COATS), TYP

CURB LINE
NOT TO SCALESTANDARD PARKING STALLS4
C4.00

3.00'4.00'7.60'9.00'1.8%8.0%8.9%8.9%2.0%0.3%6"1.5%1.7%
4/9/26

EXHIBIT B
C&DMMP Form

Addendum No. 1
June 4, 2026
Bid #PPOS-25-26-P0032 Bouquet Canyon Park Parking Lot Refurbishment Addendum No. 1
Bid # PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City of Santa Clarita, California
This addendum must be acknowledged via BidNet and should be included with the bid response.

I. PRE-BID MEETING
There was a non-mandatory, pre-bid meeting on May 27, 2026, beginning at 10:00 AM (PT). The meeting was located at Bouquet Canyon Park: 28127 Wellston Dr., Santa Clarita, CA 91350.

Attending Staff:
• Juan Martinez - Project Manager, Neighborhood Services • Jaclyn Abston - Buyer, Administrative Services
• Patricia Lacsamana - PTS Office Administrative Support, Administrative Services Attending Vendors:
• Dave Wilhite, Tyner Paving
• Cameron Nakaba, BSN Construction, Inc.
• Ronnie Suarez, Angeles Contractor
• Jocelyn Alamillo, JSL Mastery Paving
• Sulema Limon, Alcotana Construction
• Michael Lin, Angeles Contractor
• Kealii Peterson, RC Becker
• Jordan Klein, Toro Enterprises, Inc.

The following questions were asked and answered:

Q1) Do you want temporary fencing all around the project area? A1) We will need temporary fencing at the entrance of the parking lot for vehicle traffic.

Q2) Will the park remain open during the project?
A2) Yes. We will close reservations for the baseball field and pickleball courts to minimize traffic.

Q3) The asphalt and concrete appear to be flipped on the plans – is that correct? A3) Yes, I can confirm they are transposed on the construction sheet.

Q4) Will we need to grind and overlay the parking lot, along with removal? A4) This is all identified on the plans; there will be grinding and overlay.

Addendum No. 1
June 4, 2026
Bid #PPOS-25-26-P0032 Bouquet Canyon Park Parking Lot Refurbishment Q5) Will the two ADA areas need grading?
A5) Yes, the areas will need grading to meet elevation requirements.

Q6) Does the portion of the curb standing on the tree need to be removed? A6) Yes.

Q7) Do curbs need to be replaced to meet the grading necessary to be ADA compliant? A7) Yes.

Q8) How many trees need to be removed for this project? A8) I believe three trees will require removal.

Q9) Would the City consider allowing a C-12 license as an acceptable prime contractor license classification for this project?
A9) No, because the project requires concrete work.

Q10) Do you have the plans we can review?
A10) Yes.

The following was reviewed:
• Project scope of work
• Bidding Guidelines
II. STRIPING AND SIGNAGE
Please see the plans for striping and signage associated with this project.

III. UPDATE TO AWARD OF CONTRACT TERMS
Please note terms for award of contract represented in Section B, BID INSTRUCTIONS, #13 - AWARD OF CONTRACT have changed from base bid only. The new terms follow:

The determination of lowest bid shall be based upon Base bid plus the alternate specifically identified below in this addendum.

IV. SCOPE OF WORK AND EXHIBITS FOR BID ALTERNATE ITEM
The attached Scope of Work, Engineering Specification Sheet, and Bouquet Pickleball Courts Location Map have been added to this addendum to provide additional information for the Bid Alternate item. Bidders shall review these documents and account for the information provided when preparing their bids.

Addendum No. 1
June 4, 2026
Bid #PPOS-25-26-P0032 Bouquet Canyon Park Parking Lot Refurbishment V. ALTERNATE BID SCHEDULE
An Alternate Bid Schedule has been added to the solicitation. Bidders shall complete and upload the form to BidNet with their bid submission.

VI. UPDATE TO Q&A CLOSE DATE AND BID CLOSING DATE
Please note the updated Q&A close date is June 11, 2026, at 11:00 AM PDT. The updated bid closing date is June 23, 2026, at 11:00 AM PDT.

VII. ADDITIONAL REFERENCES DOCUMENT FOR ALTERNATE BID
An additional References document has been added to the solicitation, specifically to address the Alternate Bid scope. Bidders shall complete and upload the form to BidNet with their bid submission.

END OF ADDENDUM
This addendum must be acknowledged via BidNet and should be included with the response. ____________________________________ ____________ Contractor’s Representative Date
____________________________________
Company Name
City of Santa Clarita Pre-Bid Meeting Sign-In Sheet
Pre-Bid Meeting May 27, 2026 at 10:00 (PT)
BID #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
Bid Closing: Tune 17, 2026 BEFORE 11:00 AM (PT)
Questions Due by June 2, 2026 BEFORE 11:00 AM (PT)
I hereby waive, release, and hold harmless from any liability or claims for damages for personal injury, including negligence, as well as from claims for property damage which may arise in connection with the above-named activity, against the supervisors, the City of Santa Clarita, and its elected and appointed officials, agents, and employees. My signature below indicates that I have read, understand, and agree to all of the above.

Company First & Last Name
Must Print Clearl
Signature Contact Information
Or Business Card Provided (write yes)
/e5
Bvs- 1. q~- cr1. s I
l? 9-< \ /YI t? -k-5
t,N CGL--e::5 C r, r-J-r' fZ.Pre--r o CZ
f'"\ t C J,-t rn e L---- {_ I ,-J
Company First & Last Name
Must Print Clear!
GRADING • PAVING • CONCRETE
28355 Kelly Johnson Parkway • Santa Clarita, CA 91355
Contractors Lie. No. 258762
Kealii Peterson, Project Engineer
kpeterson@rcb ecker.com
Office: (661) 259-4845
Cell : (808) 478-4279
Fax: (661) 259-9869

DAVID WILHITE
Project Manager I Estimator

TYNER PAVING COMPANY
919 S Fremont Ave, Suite 368
Alhambra, CA 91803
C 626.949.2691
dave @tyl)erp aving.com
Contact Information Signature
Or Business Card Provided (write yes)

EMPLOY EE-OWNE D
MBE
license No. 710580 A, C31
Jordan Klein
Project Manager
Cell: (805) 432-2629
[email protected]
TORO ENTERPRISES , INC.

P.O. Box 6285
Oxnard, CA 93031
Phone: (805) 483-4515
Fax: (805) 483-3635
www.toroenterprises _com
CONSTRUCTION, INC.

GENERAL ENGINEERING CONTRACTOR
llc. t806SS1
Pickleball Courts Re-Surfacing Add Alternate
Court resurfacing must be coordinated during the parking lot closure and must be completed prior to parking lot re-opening.

• Sport court surfacing system shall be Sportmaster, Laykold, or City-approved equivalent. • Installer shall follow manufacturer’s instructions for application of surfacing system. • Installer must have prior experience installing acrylic sport court surfaces. References will be required.

Scope includes:
• Removal of existing pickleball nets, contractor to store nets securely for reuse. • Pressure wash court surfaces, remove all loose dirt and flaking paint. • Remove and replace any failing expansion joint sealant. • Patch cracks and spalls. Patch materials must be compatible with surface system being used. • Grind any deviations and make level with adjacent surfaces. • Inspection and approval required prior to resurfacing application. • Apply black resurfacing coat 100% latex acrylic mixed with #60 silica sand to smooth out the surface and provide a base for color coating
• Apply two coats of color surfacing system 100% latex acrylic mixed with #90 silica sand. • Colors shall be: blue for the service areas, light blue for the non-volley zones, green for the over- run/out-of-bounds areas, white striping.
• Stripe play lines, sharp and accurate to ASBA/USA Pickleball Specifications • Reinstall nets once the surfacing has cured.

PRODUCT NAME
SportMaster Color Coating Systems over concrete
sport surfaces.

DISTRIBUTION LOCATIONS
SportMaster products are distributed through a
world¬wide network of stores and distributors. Call
(800)395-7325 or visit www.sportmaster.net to find a
location near you.

1. SCOPE:

1.1 The following specifications pertain to the application of SportMaster Color Coating Systems over concrete
sport surfaces. Refer to Product Technical Data sheets for specific mixing and application instructions.

1.2 SportMaster color coating systems are designed for use on properly built sport surfaces. Refer to the American Sports Builders Association for recommended guidelines
on construction of athletic & recreational surfaces.

1.3 The concrete surface must be constructed with a suitable vapor barrier beneath the slab and adequate perimeter
drainage to prevent moisture accumulation beneath the
surface. Do not use curing compounds on the concrete
surface. Moisture curing only.

2. SURFACE PREPARATION:

2.1 New concrete surfaces must cure 28 days. Concrete
surfaces should have a medium broom finish or
similar roughened texture. They must never be steel
trowelled. If using a shot blaster to achieve texture, a shot blast profile of CSP 3 or 4 is recommended.

2.2 Thoroughly remove all dust, dirt, debris and loose
materials.

2.3 Etch concrete surface with phosphoric or muriatic
acid solution. Rinse clean with water after etching is
complete.

2.4 Fill all cracks with SportMaster CrackMagic, Acrylic Crack Patch, Acrylic Patch Binder or other suitable crack fillers.

2.5 Repair spalled areas and level depressions or “bird baths” (1/8 inch or deeper) with SportMaster Acrylic
Patch Binder or Acrylic Resurfacer patching mix.

2.6 Apply SportMaster Acrylic Adhesion Promoter or suitable primer over new or uncoated surfaces.

2.7 Apply one (1) or more coats of Acrylic Resurfacer to provide a smooth underlayment for application of the
SportMaster Color System.

3. APPLICATION OF SPORTMASTER COLOR SYSTEM:

3.1 Over properly prepared concrete surface, apply a
minimum of two coats of SportMaster Color Concentrate
or ColorPlus System in accordance with manufacturer’s
mixing and application instructions.

4. LINE MARKINGS:

4.1 Line markings shall be laid out according to United States Tennis Association specifications.

4.2 After masking tape has been laid, apply SportMaster Stripe Rite line primer to seal voids between masking
tape and court surface to prevent “bleed under” when
SportMaster Line Paint is applied.

4.3 Apply a minimum of one coat of SportMaster Line Paint.

5. GENERAL:

5.1 All work shall be performed in a workmanlike manner.

All containers and debris shall be removed from job
when completed.

REVISED 05/24
Engineering Spec Sheet
Specifications for applying

SPORTMASTER COLOR COATING SYSTEMS
over Concrete Sport Surfaces CMT-25
REVISED 05/24
Engineering Spec Sheet
Specifications for applying

SPORTMASTER COLOR COATING SYSTEMS
over Concrete Sport Surfaces CMT-25
Copyright© 2020, SportMaster
All rights reserved.

ThorWorks Industries, Inc.

P.O. Box 2277
Sandusky, OH 44870
Phone: 1-800-326-1994
FAX: 1-419-626-5477
www.sportmaster.net
Bouquet Pickleball Courts
Bureau of Land Management, Esri, HERE, Garmin,

INCREMENT P, NGA, USGS
Override 1
Parcel Outlines
6/2/2026, 7:13:04 AM
0 0.01 0.020.01 mi
0 0.01 0.030.01 km
1:564
Data layers that appear on this map may or may not be accurate, current, or otherwise reliable. The City of Santa Clarita does not warrant the accuracy of the data and assumes no liability for any errors or omissions.

ALTERNATE BID SCHEDULE

Bid # PPOS-25-26-P0032
City Project No. P0032
Bouquet Canyon Park Parking Lot Refurbishment
City of Santa Clarita, California

Do NOT include this pricing in the total base bid amount. Fill out this form completely and upload it with your bid. In the event any mathematical discrepancies are found in the pricing forms submitted, the unit price shall govern. Do NOT enter this pricing on BidNet.

ITEM
NO. DESCRIPTION QTY UNIT UNIT PRICE TOTAL
1 Re-Surface existing Pickleball courts 1 LS $ $

TOTAL ALTERNATE BID AMOUNT:

$

TOTAL ALTERNATE BID AMOUNT IN WORDS: ________________________________________________

The award of contract, if made, will be to the lowest responsive BIDDER determined solely by the AGENCY.

The AGENCY also reserves the right to add/delete the quantities to the existing bid items, or delete the entire bid item if they are found not required by the Agency during the course of the construction, or add new bid items or scope of work by Contract Change Order at any time during the project up to the last contract working day.

The BIDDER agrees to hold all unit prices in this Alternate Bid Schedule constant throughout the duration of the project up to the last contract working day.

REFERENCES

Bid #PPOS-25-26-P0032
Bouquet Canyon Park Parking Lot Refurbishment
City Project No. P0032
City of Santa Clarita, California

The following are the names, addresses, and telephone numbers of three public agencies for which bidder has performed and completed work of a similar scope and size within the past 3 years. If the scope of work/specifications requests references different than instructions above, the scope of work/specifications shall govern:

1. __________________________________________________________________________________ Name and Address of Owner / Agency

__________________________________________________________________________________ Name and Telephone Number of Person Familiar with Project

__________________________________________________________________________________ Contract Amount Type of Work Date Completed

2. __________________________________________________________________________________ Name and Address of Owner / Agency

___________________________________________________________________________________ Name and Telephone Number of Person Familiar with Project

__________________________________________________________________________________ Contract Amount Type of Work Date Completed

3. __________________________________________________________________________________ Name and Address of Owner / Agency

__________________________________________________________________________________ Name and Telephone Number of Person Familiar with Project

__________________________________________________________________________________ Contract Amount Type of Work Date Completed

The following are the names, addresses, and telephone numbers of all brokers and sureties from whom bidder intends to procure insurance bonds: __________________________________________________

______________________________________________________________________________________

BIDDER BASE BID ALTERNATE TOTAL BASE BID +

ALTERNATE
Alcotana Construction Inc Ventura, CA $370,665.54 $54,583.32 $425,248.86 Angeles Contractor, Inc. City of Industry, CA $490,993.50 $57,500.00 $548,493.50 BSN Construction Inc Ventura, CA $398,427.40 $47,950.00 $446,377.40 E&M Constructors Inc. Sylmar, CA $255,144.40 $48,000.00 $303,144.40 LMT Enterprises, Inc. dba Tyner Paving Company Alhambra, CA $349,633.70 $38,030.00 $387,663.70 Paveco Construction, INc. Baldwin Park, CA $494,900.20 $75,000.00 $569,900.20 R.C. Becker Inc. Santa Clarita, CA $333,888.82 $40,000.00 $373,888.82 Toro Enterprises, Inc. Oxnard, CA $342,415.90 $98,000.00 $440,415.90 Bouquet Canyon Park Parking Lot Refurbishment
BID # PPOS-25-26-P0032
City Project No. P0032
City of Santa Clarita, California
Rank
4 7
6 1
3 8
2 5

Bouquet Canyon Park Parking Lot Refurbishment
Estimated Contract Value ($350000)
Total Awarded Value $ 0.00
Code Description UOM Code Quantity Price
1 MOBILIZATION/ DEMOBILIZATION Lump-Sum 1 1 7000
2 CONSTRUCTION FENCING Lump-Sum 2 1 3000
3 REMOVE AC PAVEMENT Square Foot/Feet 3 10340 2.95
4 SAWCUT AC PAVEMENT Linear Foot/Feet 4 370 4.75
5 SAWCUT CONCRETE Linear Foot/Feet 5 50 17.6
6 REMOVE CURB & GUTTER Linear Foot/Feet 6 205 88.72
7 REMOVE PCC WALK, 4" THICK Square Foot/Feet 7 5250 4.52 8 REMOVE PCC WALK AND &

DRIVEWAY
Square Foot/Feet 8 510 21.41
9 CONCRETE PAVING PEDESTRIAN, 4"
THICK
Square Foot/Feet 9 5250 11.13
10 CONCRETE DRIVE APPROACH, 6.5"
THICK
Square Foot/Feet 10 510 23.86
11 CURB RAMPS Each 11 2 2640
12 CONCRETE CURB & GUTTER, SPPWC
120-2, TYPE A2-6
Linear Foot/Feet 12 205 119.98
13 AC PAVEMENT (TYPE B) - 4" Ton 13 250 229.19
14 ASPHALT PAVING CMB BASE - 6" Square Foot/Feet 14 10340 2.29 15 DETECTABLE WARNING SURFACE Square Foot/Feet 15 24 110 16 GRIND & OVERLAY Square Foot/Feet 16 20580 3.87
17 RED CURB Linear Foot/Feet 17 100 21.73
18 INTERNATIONAL SYMBOL OF

ACCESSIBILITY (ISA) MARKING
Square Foot/Feet 18 34 20.06
19 FURNISH AND INSTALL SIGN AND
POST
Each 19 4 880
20 STANDARD PARKING STALL

STRIPING
Linear Foot/Feet 20 1320 2.36
21 ADA PATH OF TRAVEL DIAGONAL

STRIPING
Square Foot/Feet 21 132 6.67
22 WHITE CROSSHATCH STRIPING, 4"
WIDE
Linear Foot/Feet 22 36 16.11
Project Total : $ 370665.54
Group Total : $ 370665.54
General (Bid Schedule) General (Bid Schedule)
Project 1 Project 1
Alcotana Constructio
Total Cost Bid Rank Vendor Comment
7000 1
3000 3
30503 5
1757.5 3
880 7
18187.6 8
23730 6
10919.1 8
58432.5 4
12168.6 5
5280 3
24595.9 6
57297.5 6
23678.6 4
2640 8
79644.6 5
2173 7
682.04 6
3520 7
3115.2 6
880.44 6
579.96 7

on Inc
Buyer Comment Code Quantity Price
1 1 17700
2 1 11260
3 10340 1.75
4 370 8.5
5 50 12
6 205 35
7 5250 3.75
8 510 12
9 5250 23
10 510 38.5
11 2 8900
12 205 60
13 250 115
14 10340 5.75
15 24 35
16 20580 5.75
17 100 74
18 34 21
19 4 250
20 1320 8.5
21 132 65
22 36 12
Project Total : $ 490993.50
Group Total : $ 490993.50
General (Bid Schedule)
Project 1
Angeles Contractor,
Total Cost Bid Rank Vendor Comment
17700 4
11260 6
18095 3
3145 8
600 6
7175 6
19687.5 4
6120 7
120750 8
19635 8
17800 7
12300 3
28750 1
59455 8
840 2
118335 8
7400 8
714 7
1000 1
11220 8
8580 8
432 6

, Inc.

Buyer Comment Code Quantity Price
1 1 31100
2 1 1100
3 10340 1.6
4 370 2
5 50 20
6 205 12.6
7 5250 2.6
8 510 7.3
9 5250 18.1
10 510 32.3
11 2 9350
12 205 167.2
13 250 192.8
14 10340 2.4
15 24 32.8
16 20580 4.1
17 100 2
18 34 6.7
19 4 412.5
20 1320 2.3
21 132 1.3
22 36 1.3
Project Total : $ 398427.4
Group Total : $ 398427.4
General (Bid Schedule)
Project 1
BSN Construction In
Total Cost Bid Rank Vendor Comment
31100 7
1100 1
16544 2
740 1
1000 8
2583 2
13650 2
3723 3
95025 7
16473 7
18700 8
34276 7
48200 4
24816 5
787.2 1
84378 6
200 4
227.8 3
1650 6
3036 5
171.6 3

46.8 3

nc
Buyer Comment Code Quantity Price
1 1 20000
2 1 6982
3 10340 1.5
4 370 5
5 50 5
6 205 25
7 5250 2
8 510 10
9 5250 6
10 510 10
11 2 5000
12 205 60
13 250 200
14 10340 1.5
15 24 60
16 20580 2.83
17 100 3
18 34 17
19 4 250
20 1320 2
21 132 6.5
22 36 10
Project Total : $ 255144.40
Group Total : $ 255144.40
General (Bid Schedule)
Project 1
E&M Constructors I
Total Cost Bid Rank Vendor Comment
20000 5
6982 5
15510 1
1850 4
250 1
5125 5
10500 1
5100 6
31500 1
5100 1
10000 5
12300 3
50000 5
15510 1
1440 6
58241.4 1
300 5
578 5
1000 1
2640 1
858 5
360 5

nc.

Buyer Comment Code Quantity Price
1 1 12550
2 1 3500
3 10340 5.93
4 370 5.15
5 50 8
6 205 10
7 5250 4
8 510 6
9 5250 12.2
10 510 15
11 2 4500
12 205 95
13 250 171.36
14 10340 1.92
15 24 48
16 20580 3.52
17 100 5.85
18 34 34.5
19 4 295
20 1320 2.04
21 132 8.9
22 36 16.25
Project Total : $ 349633.70
General (Bid Schedule)
Group Total : $ 349633.70

LMT Enterprises, Inc
Project 1

Total Cost Bid Rank Vendor Comment
12550 3
3500 4
61316.2 8
1905.5 5
400 3
2050 1
21000 5
3060 2
64050 5
7650 3
9000 4
19475 5
42840 2
19852.8 3
1152 5
72441.6 4
585 6
1173 8
1180 2
2692.8 2
1174.8 7
585 8

c. dba Tyner Paving Company

Buyer Comment Code Quantity Price
1 1 26000
2 1 22450
3 10340 5.75
4 370 4.5
5 50 10
6 205 37.5
7 5250 5.75
8 510 9.75
9 5250 18
10 510 24
11 2 8500
12 205 90
13 250 235
14 10340 4.5
15 24 100
16 20580 4.25
17 100 1.73
18 34 5.75
19 4 345
20 1320 2.05
21 132 1.15
22 36 1.15
Project Total : $ 494900.20
General (Bid Schedule)
Group Total : $ 494900.20
Paveco Constructio
Project 1
Total Cost Bid Rank Vendor Comment
26000 6
22450 7
59455 7
1665 2
500 4
7687.5 7
30187.5 7
4972.5 5
94500 6
12240 6
17000 6
18450 4
58750 7
46530 7
2400 7
87465 7
173 2
195.5 1
1380 3
2706 3
151.8 1

41.4 1

n, INc.

Buyer Comment Code Quantity Price
1 1 7105
2 1 26280
3 10340 2.01
4 370 5.84
5 50 5.84
6 205 13.4
7 5250 3.47
8 510 5.39
9 5250 10.56
10 510 13.35
11 2 1335.3
12 205 56.38
13 250 241.53
14 10340 3.93
15 24 45.13
16 20580 3.41
17 100 1.8
18 34 6
19 4 360
20 1320 2.1
21 132 1.2
22 36 1.2
Project Total : $ 333888.82
General (Bid Schedule)
Group Total : $ 333888.82
R.C. Becker Inc.

Project 1
Total Cost Bid Rank Vendor Comment
7105 2
26280 8
20783.4 4
2160.8 6
292 2
2747 3
18217.5 3
2748.9 1
55440 3
6808.5 2
2670.6 2
11557.9 2
60382.5 8
40636.2 6
1083.12 4
70177.8 3
180 3
204 2
1440 5
2772 4
158.4 2

43.2 2

Buyer Comment Code Quantity Price
1 1 36000
2 1 2250
3 10340 4.75
4 370 6.4
5 50 11.8
6 205 16.8
7 5250 7.33
8 510 7.95
9 5250 8.5
10 510 22.75
11 2 1130.5
12 205 40.8
13 250 174.6
14 10340 1.8
15 24 38.3
16 20580 3.35
17 100 1.4
18 34 11.8
19 4 357
20 1320 3.6
21 132 1.5
22 36 6
Project Total : $ 342415.90
General (Bid Schedule)
Group Total : $ 342415.90
Toro Enterprises, Inc
Project 1
Total Cost Bid Rank Vendor Comment
36000 8
2250 2
49115 6
2368 7
590 5
3444 4
38482.5 8
4054.5 4
44625 2
11602.5 4
2261 1
8364 1
43650 3
18612 2
919.2 3
68943 2
140 1
401.2 4
1428 4
4752 7
198 4
216 4

c.

Buyer Comment

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