IFB PPOS-25-26-P1021 (available in the City Clerk's Reading File) — Santa Clarita City Council, May 12, 2026 (part 1 of 2)

NOTICE INVITING BIDS
Valencia Heritage Tennis
Court Improvements
Bid # PPOS-25-26-P1021

TABLE OF CONTENTS
Bid #PPOS-25-26-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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

ALTERNATE BID SCHEDULE
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

EXHIBIT A
PLANS

EXHIBIT B

TECHNICAL SPECIFICATIONS

EXHIBIT C

C&DMMP FORM

SECTION A
Solicitation Information

CITY OF SANTA CLARITA NOTICE INVITING BIDS

Project Name: Valencia Heritage Tennis Court Improvements

BID #: PPOS-25-26-P1021

City Project Number: P1021

Dates Published: February 24, 2026 & March 3, 2026

Pre-Bid Meeting: March 3, 2026 at 10:00 AM PT

Last Day for Questions: March 16, 2026 before 11:00 AM (PT)

Bid Closing: March 24, 2026 before 11:00 AM (PT)

Engineer’s Estimate: $ 650,000

License(s) Required: A or B

Project Description: Valencia Heritage Park is located at 24155 Newhall Ranch Road on the northwest corner of Newhall Ranch Road and McBean Parkway. The 17-acre neighborhood park was constructed in 2004 by Newhall Land and Farm and the City of Santa Clarita. The park contains three tennis courts, two sports fields and other recreational amenities to serve the needs of the community.

The City desires to construct an additional tennis court that will meet the demand for additional tennis play.

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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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
❑ Alternate Bid Schedule
❑ 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: Glen Durfee
❑ 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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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 10:00 AM PT on March 3, 2026, at Valencia Heritage Park, located at 24155 Newhall Ranch Road on the northwest corner of Newhall Ranch Road and McBean Parkway.

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 incomplete 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 cautioned 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 fou nd 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 d escribed. 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 e mail to [email protected] prior to the last day for questions. For each product proposed documentation provided must include a description reflecting the characteristics and level of quality that will satisfy the salient physical, functional, o r performance characteristics of “equal” products specified in the solicitation. The proposal 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. The 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 opt ion 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) 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 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 ac t 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 to hold all unit prices bid for alternates constant throughout the project’s duration up to the last contract working

day. No additional compensation for alternate s 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 are 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 Gene ral Provisions of this document.

Finally, the City reserves the right to reject any and 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 including 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 requir ement for bid purposes only under Labor Code Section 1771.1(a)]. No BIDDER or subcontractor 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 Relation s

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, Sections 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 prevaili ng 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 addendums 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 t hat 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 time 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 p erson 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 i n 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 Format 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 12 0, 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 th e 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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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 hotlin e number is (800) 424 -9071. The service is available 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 direc tion 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 a pply to subcontractors or suppliers who may submit 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 neces sary 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 Debarment, 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 provid ing 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. No mention shall be made in the proposal of Sales Tax, Use Tax, or any other tax, as all amounts bid will be deemed and held to include any such taxes which may be applicable.

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 Ac ts and 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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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.

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.

Waiver of Subrogation
All insurance coverage maintained or procured pursuant to this Agreement shall be e ndorsed 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 int erests 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 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 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 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: ____________________________________

ALTERNATE BID SCHEDULE
Bid #PPOS-25-26-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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 REMOVE AND REPLACE WINDSCREEN AT
EXISTING 3) TENNIS COURTS 915 LF $ $
TOTAL BID: $
TOTAL 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.

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.

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.

BIDDER'S INFORMATION AND CERTIFICATION
Bid #PPOS-25-26-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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. Subcontractors ’ 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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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:

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

CERTIFICATION OF NON-SEGREGATED FACILITIES
Bid #PPOS-25-26-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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 ar e 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 their 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 se gregated 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 (except 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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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 marked 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: Valencia Heritage Tennis Court Improvements Bid No. PPOS-25-26-P1021
Project No. P1021

________________________________________________________ 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 f orm 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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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 Companies 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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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 PORTION 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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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 amounts 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 performin g 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 portions 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 Sublett ing 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, Stand ard 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; a nd also including any and all addenda or supplemental 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 indi viduals, 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 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 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 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 $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 th e 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 ex cluded 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.

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 its 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 buildings, 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 coverage (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) coverage 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 also 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 clean-up costs arising out of, pertaining to, or in any way related to the ac tual 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 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 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 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 unles s 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. CONTRACTOR and CIT Y 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 scop e 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 cause s, 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 he reof, 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 Completion to with hold 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 CONTRACTO R 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 upo n 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 inclu ding 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 including , 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 wa ge 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 obligation to hi re 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 project 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 Dir ector 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 available 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 simil ar 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 shall 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 c ounsel 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 include s 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 that 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-P1021
Valencia Heritage Tennis Court Improvements
City Project No. P1021
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-P1021
Valencia Heritage Tennis Court Improvements
City Project No.P1021
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

SCOPE OF WORK
Bid #PPOS-25-26-P1021
Valencia Heritage Tennis Court Improvements
City Project No.P1021
City of Santa Clarita, California

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.

Valencia Heritage Park is located at 24155 Newhall Ranch Road on the northwest corner of Newhall Ranch Road and McBean Parkway. The 17-acre neighborhood park was constructed in 2004 by Newhall Land and Farm and the City of Santa Clarita. The park contains three tennis courts, two sports fields and other recreational amenities to serve the needs of the community. The City desires to construct an additional tennis court that will meet the demand for additional tennis play.

2. OBJECTIVES
The objective of this solicitation is to obtain the services of a well-qualified Contractor experienced in tennis court construction.

The selected Contractor shall work closely with the City’s Project Manager during all phases of the project. 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 provide a brief description of the project and is not a complete definition of what will be necessary 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.

The contractor shall supply all equipment, tools, materials, labor and incidentals necessary to complete the installation of a new tennis court and associated fencing, lighting, landscape and hardscape, and resurfacing of the existing tennis courts, per the plans and specifications attached.

The alternate bid item consists of removal and installation of new windscreen on the existing three tennis courts.

See Exhibit A for plans and Exhibit B for technical specifications.

The City conducts all Public Works Projects based upon the Standard Specifications for Public Works Construction [SSPWC], known as the Greenbook, edition 2018.

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

6.3 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.

6. ATTACHMENTS

6.1. Exhibit A – Plans

6.2. Exhibit B – Technical Specifications

EXHIBIT A
Plans
Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354

IANRETATFOLAC
DateOFI
CHC Y
SignatureRenewal Date
5567DESLRASELOFEREIHETSECIL N TCDNALPSACEA
DIG ALERT:DIAL TOLL FREE811AT LEAST TWO WORKING DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CA.221COVERSHEETCS-1 SHEET INDEX1CS-1COVER SHEET2SP-1SITE PLAN3DP-1DEMOLITION PLAN4DP-2DEMOLITION PLAN5GP-1 GRADING PLAN6 ECP-1EROSION CONTROL PLAN7CP-1CONSTRUCTION PLAN8CP-2CONSTRUCTION PLAN9CD-1 CONSTRUCTION DETAILS10CD-2CONSTRUCTION DETAILS11 S-1STRUCTURAL DETAILS12LI-1LANDSCAPE IRRIGATION PLAN13LID-1LANDSCAPE IRRIGATION DETAILS14LID-2LANDSCAPE IRRIGATION DETAILS15LP-1LANDSCAPE PLANTING PLAN16LPD-1LANDSCAPE PLANTING DETAILS17E-001SYMBOLS, GENERAL NOTES & ABBREVIATIONS18E-002ELECTRICAL SPECIFICATIONS19E-101ELECTRICAL SINGLE LINE DIAGRAM & LOAD SCHEDULES20E-200OVERALL ELECTRICAL SITE PLAN21E-201PHOTOMETRIC PLANS & LIGHTING FIXTURE DETAILS22E-301ELECTRICAL DETAILS

CITY OF SANTA CLARITA, CAVALENCIA HERITAGE PARK

GENERAL NOTESUTILITY COMPANIES

CITY DEPARTMENTS

CONSULTANTS
VICINITY MAPnorthSITE MAP

PROJECTSITE

WORK LIMIT LINE

EARTHWORK
north

SCOPE OF WORK
PLANT LEGEND (WUCOLS REGION 4- SOUTH INLAND)

NEWHALL RANCH ROAD

MC BEAN PARKWAY

FAIRVIEW DRIVE

WORK LIMIT LINE

PROPERTY LINE

PROPERTYLINECL
CL
CL

EXISTING TENNIS COURTS
Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354

IANRETATFOLAC
DateOFI
CHC Y
SignatureRenewal Date
5567DESLRASELOFEREIHETSECIL N TCDNALPSACEA
222SITEPLANSP-10'50'100'150'SCALE - 1" = 50' - 0"

DEMOLITION KEYNOTE LEGEND
A.REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION & REQUIREMENTS.B.CONTRACTOR SHALL SECURE THE CONSTRUCTION SITE FOR THE ENTIRELENGTH OF THE CONSTRUCTION AND MAINTENANCE PERIOD INCLUDING WITHA 6' HIGH TEMPORARY CHAIN LINK FENCE AND GATES WITH FULL HEIGHT 70%OPAQUE WINDSCREEN COVER FOR THE DURATION OF THE CONSTRUCTIONPERIOD, INCLUDING THE MAINTENANCE PERIOD. CONTRACTOR SHALLPROVIDE AND INSTALL WEATHER PROOF SIGN (12"x18") EVERY 50 LF ALONGFENCE STATING "CAUTION, CONSTRUCTION ZONE HAZARDOUS AREA KEEPOUT". LOCATION OF FENCE AND GATES SHALL BE AT THE CONTRACTOR'SDISCRETION. RELOCATION DUE TO CONSTRUCTION SHALL BE CONSIDERED ASPART OF BID. NO EXTRA COST WILL BE ALLOWED.C.CONTRACTOR IS RESPONSIBLE FOR COMPLETE REMOVAL FROM SITE OF ALLMATERIAL SPECIFIED ON THESE PLANS TO BE REMOVED, UNLESS SPECIFIEDTO BE STORED ON SITE OR TURNED OVER TO OWNER. CONTRACTOR SHALLCLEAR SITE OF ANY REMAINING DEBRIS PRIOR TO BEGINNING CONSTRUCTION.ALL DEBRIS SHALL BE LEGALLY DISPOSED OF AT A FACILITY LICENSED TOACCEPT SUCH MATERIAL.D.CONTRACTOR SHALL PROTECT ALL EXISTING FACILITIES DURING DEMOLITIONAND IS RESPONSIBLE FOR REPLACEMENT OR REPAIR OF ANY DAMAGEDMATERIAL NOT SPECIFIED FOR REMOVAL.E.CONTRACTOR SHALL BE FAMILIAR WITH THE SITE AND SHALL REPORT ANYPOTENTIAL PROBLEMS OR DISCREPANCIES TO THE CITY AND THE LANDSCAPEARCHITECT PRIOR TO COMMENCING ANY WORK.F.CONTRACTOR IS RESPONSIBLE FOR INVESTIGATING AND LOCATING ALLEXISTING ON-SITE AND OFF-SITE UTILITIES PRIOR TO ANY DEMOLITION AND ISALSO RESPONSIBLE FOR DAMAGE TO UTILITIES. LOCATION OF UTILITIESSHOWN ON PLANS IS APPROXIMATE ONLY. CONTRACTOR TO CONTACT THEUNDERGROUND SERVICE ALERT AT 1-800 227-2600 AND CITY REPRESENTATIVEPRIOR TO PROCEEDING WITH DEMOLITION OPERATIONS.G.CONTRACTOR IS RESPONSIBLE FOR ALL EROSION CONTROL FOR THECONSTRUCTION SITE DURING BOTH CONSTRUCTION AND MAINTENANCEPERIODS. REFER TO SHEET ECP-1, EROSION CONTROL PLAN.REMOVE ALL VEGETATION WITHIN PROPOSED CONSTRUCTION AREAS TO A

HATCH LEGEND
C
PERIODS. REFER TO SHEET ECP-1, EROSION CONTROL PLAN.H.REMOVE ALL VEGETATION WITHIN PROPOSED CONSTRUCTION AREAS TO ADEPTH OF 2" BELOW EXISTING SURFACE. GRUB AND REMOVE ALL TREE ANDSHRUB ROOTS TO A DEPTH OF 18". REMOVE ALL DEMOLITION MATERIAL FROMSITE AND DISPOSE OF IT AT A DUMP SITE LICENSED TO ACCEPT SUCHMATERIAL.I.CONTRACTOR IS RESPONSIBLE FOR REMOVAL, EXCAVATION AND BACKFILL OFALL ITEMS REQUIRING REMOVAL THAT ARE NOT SPECIFICALLY MENTIONED ONTHE PLANS BUT ARE REQUIRED FOR PROPER EXECUTION OF WORK & PLANS.NO ADDITIONAL COMPENSATION WILL BE ALLOWED.J.REMOVE ALL INFIELD MATERIAL AND COMPACTED BASE WITHIN PROPOSEDCONSTRUCTION AREAS. REMOVE ALL INFIELD MATERIAL AND BASE FROM SITEAND DISPOSE OF IT AT A DUMP SITE LICENSED TO ACCEPT SUCH MATERIAL.K.CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION, WATERING AND CAREOF ALL TREES THAT ARE DESIGNATED TO REMAIN FOR THE DURATION OF THEPROJECT. TEMPORARY WATER SUPPLER TO KEEP REMAINDER OF THE SITELANDSCAPE IRRIGATED TO BE PROVIDED BY CONTRACTOR.L.REMOVE ALL CONCRETE AND COMPACTED BASE WITHIN PROPOSEDCONSTRUCTION AREAS. REMOVE ALL CONCRETE AND BASE FROM SITE ANDDISPOSE OF IT AT A DUMP SITE LICENSED TO ACCEPT SUCH MATERIAL.

Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354

IANRETATFOLAC
DateOFI
CHC Y
SignatureRenewal Date
5567DESLRASELOFEREIHETSECIL N TCDNALPSACEA
DIG ALERT:DIAL TOLL FREE811AT LEAST TWO WORKING DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CA. 0'10'20'30'SCALE - 1" = 10' - 0"223DEMOLITIONPLANDP-1
MATCH LINE. REFER TO SHEET DP-2
MATCH LINE. REFER TO SHEET DP-2

DEMOLITION KEYNOTE LEGEND

HATCH LEGEND
C
Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354

IANRETATFOLAC
DateOFI
CHC Y
SignatureRenewal Date
5567DESLRASELOFEREIHETSECIL N TCDNALPSACEA
DIG ALERT:DIAL TOLL FREE811AT LEAST TWO WORKING DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CA. 0'10'20'30'SCALE - 1" = 10' - 0"224DEMOLITIONPLANDP-2
MATCH LINE. REFER TO SHEET DP-1
MATCH LINE. REFER TO SHEET DP-1
1141
1142

GRADING NOTES

HATCH LEGEND

EARTHWORK
Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354

EROSION CONTROL TEMPORARY SEDIMENT CONTROLWIND EROSION CONTROL NON-STORMWATER MANAGEMENTThe Following BMPS Must Be ImplementedFor All Construction Activities As Applicable

SYMBOL LEGENDX

DUST CONTROL

EROSION CONTROL NOTES

ABREVIATIONS

BSILT FENCEACONSTRUCTION SITE ENTRANCE
Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354

CONSTRUCTION KEYNOTE LEGEND

HATCH LEGEND

CONSTRUCTION NOTES
Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354

IANRETATFOLAC
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5567DESLRASELOFEREIHETSECIL N TCDNALPSACEA
DIG ALERT:DIAL TOLL FREE811AT LEAST TWO WORKING DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CA. 0'10'20'30'SCALE - 1" = 10' - 0"227CONSTRUCTIONPLANCP-1 MATCH LINE. REFER TO SHEET CP-2
MATCH LINE. REFER TO SHEET CP-2

CONSTRUCTION KEYNOTE LEGEND
HATCH LEGEND Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354

IANRETATFOLAC
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5567DESLRASELOFEREIHETSECIL N TCDNALPSACEA
DIG ALERT:DIAL TOLL FREE811AT LEAST TWO WORKING DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CA. 0'10'20'30'SCALE - 1" = 10' - 0"228CONSTRUCTIONPLANCP-2 MATCH LINE. REFER TO SHEET CP-1
MATCH LINE. REFER TO SHEET CP-1

CONCRETE MEET & MATCHE
4" REINFORCED CONCRETEA6" REINFORCED CONCRETEBEXPANSION JOINTCCONTROL JOINTD Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354IANR

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DIG ALERT:DIAL TOLL FREE811AT LEAST TWO WORKING DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CA.22 6" x 6" MOW CURBFFENCE CURBG
9CONSTRUCTIONDETAILSCD-1 5' WIDE ACCESSIBLE PEDESTRIAN GATEH10' WIDE VEHICLE GATEJ

TENNIS COURT SURFACINGB

F TENNIS COURT EDGETENNIS COURT CENTER SECTIONE THICKENED EDGED

TENNIS COURT NET AND POSTSG

A TENNIS COURT
Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354IANR

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DIG ALERT:DIAL TOLL FREE811AT LEAST TWO WORKING DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CA.2210CONSTRUCTIONDETAILSCD-2

PICKLEBALL COURT STRIPINGC

CITY OF SANTA CLARITA

DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT

CHECKED

APPROVED

RECOMMEND FOR APPROVAL

WITH REQUIRED CORRECTIONS AS NOTED
DATE

AS PRESENTED
DATE

CITY ENGINEER

CONCRETE

FOUNDATION
ALL OPENINGS, SLEEVES, INSERTS, CURBS, DEPRESSIONS, ETC., RELATING

3. REINFORCING STEEL SHALL HAVE MINIMUM PROTECTIVE CONCRETE TO OBTAIN APPROVAL PRIOR TO ITS USE IN THE WORK.

SENT TO THE STRUCTURAL ENGINEER AND THE LOCAL BUILDING OFFICIAL DESIGN, AS WELL AS 7-DAY AND 28-DAY CYLINDER TEST RESULTS SHALL BE ATORY TO PREPARE SIX (6) DESIGNS FOR THE WORK. COPIES OF SUCH MIX

CONTRACTOR SHALL ENGAGE A CERTIFIED INDEPENDENT TESTING LABOR- BY CODE FOR THE VARIOUS CONCRETE STRENGTHS REQUIRED FOR THE WORK.

8. ALL CONCRETE MIXES SHALL CONFORM TO THE PROPORTIONS ESTABLISHED

LOCAL BUILDING CODE REQUIREMENTS FOR CONCRETE DESIGNED BY

7. CONCRETE QUALITY: INSPECTION AND TESTS SHALL CONFORM TO THE

AT THE SITE A MINIMUM OF ONE WORKING DAY PRIOR TO PLACING OF

6. PLACEMENT DRAWINGS FOR REINFORCING STEEL SHALL BE PROVIDED INSPECTOR LICENSED BY THE LOCAL BUILDING OFFICIAL.

AT 28 DAYS SHALL BE PLACED UNDER THE SUPERVISION OF A DEPUTY

5. ALL CONCRETE WITH A COMPRESSIVE STRENGTH IN EXCESS OF 2500 psi THE LOCAL BUILDING AGENCY PRIOR TO PLACING OF CONCRETE.

DISCREPANCY SHALL BE APPROVED BY THE STRUCTURAL ENGINEER AND TO THE WORK, AS SHOWN IN THE DRAWINGS. ANY CHANGE OR

AND CHECK WITH ALL TRADES TO ENSURE THE PROPER PLACEMENT OF

4. BEFORE CONCRETE IS PLACED, THE CONTRACTOR SHALL COORDINATE B. BEAMS AND COLUMNS ........................................1 1/2" A. SLABS, WALLS AND JOISTS ................................... 3/4"

FORMED SURFACES NOT EXPOSED TO WEATHER OR EARTH
B. #6 TO #18 BARS ................................................. 2" A. #5 BAR OR SMALLER AND WIRE MESH ......... 1 1/2"

FORMED SURFACES EXPOSED TO WEATHER OR EARTH
CONCRETE CAST AGAINST AND EXPOSED TO EARTH ......... 3" COVERING AS FOLLOWS, UNLESS SPECIFICALLY DETAILED:

ULTIMATE STRENGTH METHOD.

REINFORCING STEEL.

CONFORMING TO ASTM C33. CEMENT SHALL BE TYPE I OR II CONFORMING TO ASTM C150 MAXIMUM WATER-CEMENT RATIO SHALL BE .50 BY WEIGHT.

2. ALL CONCRETE SHALL BE STONE CONCRETE UTILIZING AGGREGATE E. SLABS, BEAMS, GIRDERS ...................................... SEE PLAN D. CONCRETE COLUMNS ........................................... SEE PLAN C. CONCRETE WALLS ................................................ 2500 psi B. WALL FOOTINGS ................................................... 2500 psi A. SLAB ON GRADE ................................................. 2500 psi STRUCTURE STRENGTH f'c

LOCATION IN ULTIMATE
COMPRESSIVE STRENGTH AT AGE 28 DAYS:

1. CONCRETE USED IN THE WORK SHALL HAVE THE FOLLOWING ULTIMATE PRIOR TO PLACING OF CONCRETE.

8. PROVIDE ADEQUATE DRAINAGE BEHIND ALL RETAINING WALLS AWAY FROM BUILDING.

REPORT BY:

7. ALL WATER SHALL BE REMOVED FROM FOUNDATION EXCAVATIONS

6. ROOF AND AREA RUNOFF, AND AREA DRAINAGE SHALL BE DIRECTED CONTROLLED COMPACTION TO 90% OF MAXIMUM DENSITY, U.N.O.

NON-EXPANSIVE MATERIAL FREE OF ORGANICS AND PLACED UNDER

5. FILL AT RAMP WALLS AND RETAINING WALLS SHALL BE OF CLEAN

SOIL OR ENGINEERED, COMPACTED FILL, AS REQUIRED BY SOILS

4. FOOTINGS SHALL BE POURED AGAINST FIRM UNDISTURBED NATURAL SOILS ENGINEER OR INSPECTOR PRIOR TO POURING FOOTINGS.

3. ALL EXCAVATIONS SHALL BE INSPECTED AND APPROVED BY THE THEREIN AND MAINTAIN A COPY ON THE JOB SITE AT ALL TIMES.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIREMENTS

1. FOUNDATION DESIGN IS BASED ON SOIL INVESTIGATION
AWAY FROM BUILDING.

ENGINEER.

CBC 2025
2 3

6. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE CURRENT UNIFORM BUILDING CODE AND ALL LOCAL CODE REQUIREMENTS.

7. IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THE STRUCTURAL DRAWINGS.

8. REFER TO ARCHITECTURAL, MECHANICAL, AND ELECTRICAL DRAWINGS

FOR MOULDS, ORNAMENTS, GROOVES, CLIPS, GROUNDS, DROPPED SLABS, CURBS, ETC., NOT SHOWN ON STRUCTURAL DRAWINGS.

1. GENERAL CONTRACTOR SHALL VISIT THE BUILDING SITE AND SHALL

VERIFY ALL CONDITIONS AND DIMENSIONS PRIOR TO STARTING ANY

WORK AND SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK AND MATERIALS, INCLUDING THOSE FURNISHED BY SUB-CONTRACTORS.

ENGINEERS SHALL BE NOTIFIED IMMEDIATELY OF ANY DISCREPANCIES.

2. ALL ASTM, ACI AND AITC DESIGNATIONS SHALL BE AMENDED TO MOST RECENT DATE, UNLESS NOTED OTHERWISE.

3. GENERAL DETAILS ON THIS SHEET SHALL BE USED WHERE APPLICABLE,

4. ALL OMISSIONS OR CONFLICTS BETWEEN VARIOUS ELEMENTS OF THE

WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO

THE ATTENTION OF THE ENGINEER BEFORE PROCEEDING WITH ANY WORK

5. CONTRACTOR SHALL PROVIDE SAFE AND ADEQUATE TEMPORARY ERECTION BRACING ON ALL BEAMS, WALLS, ETC. TO PROVIDE FULL STRUCTURAL STABILITY. BRACING SHALL NOT BE REMOVED UNTIL

THE ELEMENT SUPPORTED IS CAPABLE OF SUPPORTING ITS DESIGN IN QUESTION.

UNLESS OTHERWISE NOTED.

STRUCTURAL NOTES

GENERAL CONDITIONS

REINFORCEMENT STEEL
ELECTRIC ARC PROCESS UTILIZING E60XX ELECTRODES, AND PERFORMED HAVE 3" OF CLEAR COVER UNLESS SPECIFICALLY DETAILED OTHERWISE.

8. REINFORCING STEEL CASE AGAINST AND EXPOSED TO EARTH SHALL REQUIRED BY THE ENGINEER.

DEPUTY INSPECTOR REGISTERED BY THE CITY OR AS OTHERWISE

7. ALL WELDING TO BE DONE UNDER THE CONTINUOUS INSPECTION OF A BY WELDERS CERTIFIED BY THE CITY.

6. WELDING OF REINFORCING STEEL SHALL BE PERFORMED BY THE BEFORE POURING CONCRETE OR APPLYING MORTAR OR GROUT.

5. ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED

STEEL SPLICED AT MID-SPAN AND THE BOTTOM STEEL SPLICED OVER

STEEL IN CONTINUOUS BEAMS AND SPANDRELS SHALL HAVE TOP
IN MASONRY WALLS. UNLESS OTHERWISE DETAILED, REINFORCING AND CONCRETE WALLS, AND 48 BAR DIAMETERS OR 24" MINIMUM 24" MINIMUM IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS

4. SPLICING OF BARS SHALL HAVE LAPPING OF 36 BAR DIAMETERS OR

3. ALL BENDS SHALL BE MADE COLD.

2. ALL BARS SHALL BE CLEAN OF RUST, GREASE OR OTHER MATERIALS E. WIRE MESH SHALL CONFORM TO ASTM A185
D. ALL BARS EXCEPT NO. 2 BARS SHALL BE DEFORMED AS PER

WALL FOOTINGS, SHALL BE INTERMEDIATE GRADE CONFORM-
C. ALL MASONRY WALL REINFORCING, INCLUDING MASONRY
B. NO. 5 BARS AND LARGER - HARD GRADE CONFORMING
CONFORMING TO A615-40
SUPPORTS.

LIKELY TO IMPAIR BOND.

ASTM A305
ING TO A615-60
TO A615-60
A.

NO. 4 BARS AND SMALLER - INTERMEDIATE GRADE

1. ALL REINFORCING STEEL SHALL BE AS FOLLOWS:
1 THIS SET OF PLANS & SPECIFICATIONS MUST BE KEPT ON THE JOB AT ALL

TIMES AND IT IS UNLAWFUL TO MAKE ANY CHANGES OR ALTERATIONS ON

SAME WITHOUT WRITTEN PERMISSION FROM THE CITY OF SANTA CLARITA DEPARTMENT OF PLANNING AND COMMUNITY DEVELOPMENT. THE STAMPING

OF THIS PLAN & SPECIFICATIONS SHALL NOT BE HELD TO PERMIT OR BE AN

APPROVAL OF THE VIOLATION OF ANY PROVISIONS OF ANY CITY ORDINANCE OR STATE LAW.

CONCRETE MOW CURB,

REFER TO ARCHITECTURAL

DETAILS

CONCRETE FOOTING
1" HIGH MAX. CLEARANCE

BOTTOM RAIL

MID RAIL
POST

CHAIN LINK FABRIC

TOP RAIL
CAP
SEE

SCHEDULE
SEE

SCHEDULEE

FINISH GRADE
VARIES

SEE SCHEDULE

SEE ARCH'L

DETAILS
TENSION RODS-3/8" DIA GALVANIZED

TENSION WIRE

4. GRIND ALL WELDS SMOOTH AND PAINT WITH 2 COATS GALVACON PAINT.STRETCHER BAR 1/4" x 3/4

3. WELD ALL GATE FRAMES.

1. ALL CHAIN LINK FABRIC TO BE KNUCKLED SELVAGE TOP AND BOTTOM.

2. POST DIAMETER ARE STANDARD NOMINAL PIPE SIZE.

NOTES:

5. CHAIN LINK FABRIC SHALL BE GALVANIZED OR BLACK VINYL COATED, PER CONSTRUCTION PLANS.

FENCE HEIGHT
TO 10' HIGH

CHAIN LINK FENCE SCHEDULE

CHAIN LINK FENCE MATERIALS

GATE FRAMELINE POST
4-1/2" O.D.

END POST GATE POST TOP RAIL MIDRAIL CLASS
SEE DETAIL 3
FTG. DEPTH POST SPACING
18"
FTG. DIA.
10' O.C.
& BOTTOM RAIL
# OF

MIDRAILS
4-1/2" O.D. 4-1/2" O.D. 2" O.D. 2" O.D. 1 1
CHAIN LINK POST, TOP RAILS, MID RAILS AND BOTTOM RAILS TO BE GALVANIZED STEEL.

CHAIN LINK FABRIC TO BE 2x2 GALVANIZED STEEL STEEL 9 GAUGE w/ CLOSED MESH 'd'
3" CLR.

ALL AROUND
D
3" CLR.
(4) #5 VERTICAL @ 18"Ø POLE

FOOTING
'e'
#3 TIES @ 9"
(3) #3 TIES IN UPPER 5"

SLAB ON GRADE

CHAIN LINK POLE,

SEE LANDSCAPE
ARCH'L. DWGS.

CONC. MOW CURB PER
ARCH'L. DWGS.

REBAR DETAILS
24" MIN. LAP
12 "D"
4 "D"
"D"

BEND DETAIL
"R"
"R"
"R" = 3"D" FOR #3 TO #7 INCLUSIVE
"R" = 4"D" FOR #8 TO #11

SPLICE DETAIL
"D" = BAR DIAMETER
"D"
(STD. HOOK)
45° MAX.
36"D" FOR CONCRETE
48"D" FOR MASONRY
24" MIN. LAP

HOOKS AND BENDS
11 2"
POLES @ 10'-0" O.C.

POST SIZE
POLE
HEIGHT 'd' DEPTH 'e' COLUMN

EMBEDMENT
'D'

FOOTING SIZE
10'-0"
'h'
4-1/2" O.D. 60" 24" 18"
NOTE: ALL PIPE SHALL BE HIGH GRADE STRENGTH SCHEDULE 40 PIPE, YIELD STRENGTH 50,000 PSI. SEE LANDSCAPE ARCH'L. DRAWINGS FOR REMAINDER OF FENCE POLE SIZES & DETAILS.

1. Verify materials below shallow foundations are adequate to achieve the design bearing capacity. - X

2. Verify excavations are extended to proper depth and have reached proper material. - X

3. Perform classification and testing of compacted fill materials. - X

4. Verify use of proper material, densities and lift thicknesses during placement and compaction of compacted fill. X -

5. Prior to placement of compacted fill, observe subgrade and verify that site has been prepared properly. - X
TABLE 1705.6

REQUIRED VERIFICATION AND INSPECTION OF SOILS

VERIFICATION AND INSPECTION TASK CONTINUOUS DURING TASK LISTED PERIODICALLY DURING TASK LISTED (TABLE 1705.3)
FOR SI: 1 INCH = 25.4 MM.

A. WHERE APPLICABLE, SEE ALSO SECTION 1707A.1, SPECIAL INSPECTION FOR SEISMIC RESISTANCE.

REQUIRED VERIFICATION AND INSPECTION OF CONCRETE CONSTRUCTION

11. INSPECTFORMWORK FOR SHAPE, LOCATION AND DIMENSIONS OF THE CONCRETE MEMBER BEING FORMED.

10. VERIVICATION OF IN-SITU CONCRETE STRENGTH, PRIOR TO STRESSING OF TENDONS

IN POSTTENSIONED CONCRETE AND

PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND
SLABS.

9. ERECTION OF PRECAST CONCRETE MEMBERS.

8. INSPECTION OF PRESTRESSED CONCRETE:

A. APPLICATION OF PRESTRESSING FORCES.

B. GROUTING OF BONDED PRESTRESSING TENDONS IN THE
SEISMIC-FORCE-RESISTING SYSTEM.

7. INSPECTION OF MAINTENANCE OF SPECIFIED CURING
TEMPERATURE AND TECHNIQUES.

6. INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES.

5. AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR

STRENGTH TESTS, PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE.

4. VERIFYING USE OF REQUIRED DESIGN MIX.

3. INSPECT BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING

PLACEMENT OF CONCRETE WHERE ALLOWABLE LOADS
HAVE BEEN INCREASED.
1913A.4
AWS D1.4
ACI 318: 3.5.2--2. INSPECTION OF REINFORCING STEEL WELDING IN ACCORDANCE WITH TABLE 17.04A.3, ITEM 5b.

1. INSPECTION OF REINFORCING STEEL, INCLUDING PRESTRESSING TENDONS AND PLACEMENT.

VERIFICATION AND INSPECTION CBC

REFERENCE

REFERENCED

STANDARDPERIODICCONTINUOUS
- X ACI 318: 3.5,

7.1-7.7
X - ACI 318: APPENDIX
D
- X
1913A.10X -
ASTM C 172
ASTM C 31
ACI 318: 5.6, 5.8
X - ACI 318: 5.9, 5.10
- X ACI 318:

5.11-5.13
-X
X -
-- X ACI 318: CH. 16
-- X ACI 318: 6.2
-- X ACI 318: 6.11
-
1904A.2.2, 1913A.2,
1913A.3
1911A.5, 1912A
1913A.6,
1913A.7, 1913A.8
1913A.9
ACI 318: 18.20

18.4 - - -12. POST-INSTALLED ANCHORS X
SPECIAL INSPECTION - STRUCTURAL ONLY:

SPECIAL INSPECTION IS TO BE PROVIDED FOR THE ITEMS LISTED BELOW IN ADDITION TO THE INSPECTIONS CONDUCTED BY THE BUILDING & SAFETY DEPARTMENT. THE SPECIAL INSPECTOR MUST BE REGISTERED AND

CERTIFIED BY THE CITY DEVELOPMENT SERVICES, IN THE CATEGORY OF WORK REQUIRED TO HAVE SPECIAL INSPECTION. "SPECIAL STRUCTURAL INSPECTION" SHALL NOT RELIEVE THE OWNER OR THEIR AGENT FROM REQUESTING THE CITY OR COUNTY INSPECTIONS REQUIRED BY SEC. 108.4.4 OF THE CALIFORNIA BUILDING CODE.

CONTINUOUS SPECIAL INSPECTION IS REQUIRED PER SEC. 1704 FOR THE FOLLOWING:

1. ALL FIELD WELDING.

2. PLACEMENT OF ALL ANCHORS, EPOXY & ADHESIVE.

DUTIES AND RESPONSIBILITIES OF THE SPECIAL INSPECTOR:

A. THE SPECIAL INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THE APPROVED DESIGN DRAWINGS AND SPECIFICATION.

THE SPECIAL INSPECTOR SHALL FURNISH INSPECTION REPORTS TO THE BUILDING OFFICIAL AND TO THE ENGINEER OR ARCHITECT OF RECORD. ALL DISCREPANCIES

SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE CONTRACTOR FOR CORRECTION. THEN, IF UNCORRECTED, TO THE DESIGN AUTHORITY AND THE BUILDING OFFICIAL.

C. UPON COMPLETION OF THE ASSIGNED WORK THE ENGINEER OR ARCHITECT SHALL

COMPLETE AND SIGN THE APPROPRIATE FORMS CERTIFYING THAT TO THE BEST OF

THEIR KNOWLEDGE THE WORK IS IN CONFORMANCE WITH THE APPROVED PLANS AND SPECIFICATIONS, AND THE APPLICABLE WORKMANSHIP PROVISIONS OF THE CODE.

9. DESIGN CRITERIA: 2025 CALIFORNIA BUILDING CODE

2. ALLOWABLE SOIL PRESSURE: 1000 PSF.

LATERAL BEARING PRESSURE:
200 PCF
'h' MAX.

POLE HEIGHT

FINISH GRADE
'd'
3" CLR.

ALL AROUND
D
3" CLR.
(4) #5 VERTICAL @ 18"Ø POLE

FOOTING
'e'
#3 TIES @ 9"
(3) #3 TIES IN UPPER 5"

CHAIN LINK POLE,

SEE LANDSCAPE
ARCH'L. DWGS.

CONC. MOW CURB PER
ARCH'L. DWGS.
'h' MAX.

POLE HEIGHT

FINISH GRADE
SEE ARCH. DWGS.

DETAIL G/CD-1
SEE ARCH. DWGS.

DETAIL G/CD-1

NON-CONSTRAINED CONDITION
(SLAB MISSING ON ANY SIDES)

CONSTRAINED CONDITION
(SLAB ON ALL SIDES)
POLE (SCH 40) / FOOTING SCHEDULE
(CONSTRAINED CONDITIONED)
POLES @ 10'-0" O.C.

POST SIZE
POLE
HEIGHT 'd' DEPTH 'e' COLUMN

EMBEDMENT
'D'

FOOTING SIZE
10'-0"
'h'
4-1/2" O.D. 96" 24" 18"
NOTE: ALL PIPE SHALL BE HIGH GRADE STRENGTH SCHEDULE 40 PIPE, YIELD STRENGTH 50,000 PSI. SEE LANDSCAPE ARCH'L. DRAWINGS FOR REMAINDER OF FENCE POLE SIZES & DETAILS.

POLE (SCH 40) / FOOTING SCHEDULE
(NON-CONSTRAINED CONDITIONED)
SEE ARCH. DWGS.

DETAIL G/CD-1
SEE ARCH. DWGS.

DETAIL G/CD-1
11 LA
AH IGN
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Exp. 3/31/26
UT
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No. 4124
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LANDMARK STRUCTURES, INC.

Long Beach, CA 90804
2600 E. PACIFIC COAST HWY. STE 170
FAX: (562) 498 9377
TEL: (562) 498 9166
LSI
Project: 2446
Design:

Date:

Job No:

Description:
of
Sheet
12-18-25
NH
2442
22 VALENCIA HERITAGE PARK
SANTA CLARITA, CA 91354
2221 East Winston Road, Suite A
Anaheim, California 92806
Phone: 714 776-4340, Fax: 714 776-4395
www.hailandarch.com LA#1710
Hirsch & Associates, Inc.

Landscape Architecture and Planning24155 NEWHALL RANCH ROAD LSI JOB # 1225-5103
S-1

CHAIN LINK
POST

FOOTINGS

SPRAY
B182"

SPRAYSPRAYSPRAY
SPRAY

BUBBLER
SPRAY
SPRAY
Irrigation Legend
PIPE LEGENDDesign:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354

1. MODEL PCB-XX BUBBLER2. SCH 80 NIPPLE3. FINISHED GRADE4. SCH 40 THREADED COUPLER5. 1/2" PVC STREET ELLS (3)6. LATERAL TEE OR ELL7. LATERAL PIPE8. MODEL HC-50F-F0M CHECK VALVE 18 2 3
45 52 6 7
PRESSURE LOSS CALCULATION FORMPROJECT INFORMATIONPROJECT NAME:LOCATION:PREPARED BY:NUMBER OF WATER METERS:

CONTACT:PHONE/FAX:DATE:NUMBER OF CONTROL VALVES:CALCULATION RESULTS - (RECAP)

MISCELLANEOUS EQUIPMENT LOSSES

INDIVIDUAL SYSTEM LOSSES

SUMMARY OF LOSSES

N/AN/AN/AN/AN/AN/AN/AN/AN/AN/AN/A

N/AN/AN/AN/AN/AN/A

SYSTEM PRESSURE MAIN LINE LOSSES

SYSTEM INDIVIDUAL LATERAL LINE LOSSES
N/A
Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354IANR

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DIG ALERT:DIAL TOLL FREE811AT LEAST TWO WORKING DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CA.2213IRRIGATIONDETAILSLID-1

REMOTE CONTROL VALVEA

TRENCHINGD

B QUICK COUPLER VALVEC BALL VALVE

SPRAY HEAD E

ROTORFBUBBLERG

HYDROZONE DIAGRAMHYDROZONE TABLESHATCH LEGEND
Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354IANR

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DIG ALERT:DIAL TOLL FREE811AT LEAST TWO WORKING DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CA.2214IRRIGATIONDETAILSLID-2 PLANT LEGEND (WUCOLS REGION 4- SOUTH INLAND)

PLANTING NOTES
Design:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354

2. Trench to appropriate depth for installation of 3. Place root barrier in trench, vertical ribs must 4. Backfill and compact to requirements.5. Place form material against barrier (It may be

5. Place form material against barrier 4. Backfill and compact to requirements.3. Place root barrier in trench, vertical

2. Trench to appropriate depth for

SHRUB PLANTINGA

TREE PLANTINGC TREE ROOT BARRIERB GROUND COVER PLANTINGD MULCH EDesign:Date:Job No:Description:
ofSheet
12-24-25MH2442 2221 East Winston Road, Suite AAnaheim, California 92806Phone 714-776-4340 Fax 714-776-4395www.hailandarch.com LA#1710 Hirsch & Associates, Inc.Landscape Architecture & PlanningProject:VALENCIA HERITAGE PARK24155 NEWHALL RANCH ROADSANTA CLARITA, CA 91354IANR

ETATFOLAC
Date
OFI C
HC
Y
SignatureRenewal Date
5567DESLRASELOFEREIHET

SECIL N

TCDNALPSACEA
DIG ALERT:DIAL TOLL FREE811AT LEAST TWO WORKING DAYSBEFORE YOU DIGUNDERGROUND SERVICE ALERT OF SOUTHERN CA.2216LANDSCAPEPLANTINGDETAILSLPD-1

CONDUIT CAP-OFF
MIN. 3/4"C- HOMERUN TO PANELBOARD
RACEWAY TURNED DOWN 1/2"C, 2#12 AND 1#12 GND -
TYPICAL U.N.O.

RACEWAY TURNED UP 1/2"C, 2#12 AND 1#12 GND -
TYPICAL U.N.O.

RACEWAY CONCEALED IN WALL OR CEILING 1/2"C,
2#12 AND 1#12 GND - TYPICAL U.N.O.

CONDUIT ROUTED EXPOSED

AAMPERE

AB ABOVE BACK SPLASH

ADA AMERICANS W/DISABILITIES ACT
A.F.F. ABOVE FINISHED FLOOR

AF ARC FAULT

AHU AIR HANDLING UNIT

AMP FUSE

AFG ABOVE FINISHED GRADE

AIC AMPERE INTERRUPTING CAPACITY

AL ALUMINUM

ARCH'L ARCHITECTURAL AS AMP SWITCH

ATS AUTOMATIC TRANSFER SWITCH

AWG AMERICAN WIRE GAUGE

BC BARE COPPER

BLDG BUILDING BLDG

CCONDUIT

CAB CABINET

CAT CATALOG/CATEGORY

CB CIRCUIT BREAKER

CKT CIRCUIT

CLG CEILING

CO CONDUIT ONLY

CC COMM COMMUNICATION

CU COPPER

CTEP CALIFORNIA TYPE EVALUATION

PROGRAM

DEMO,(D) DEMOLITION/DEMOLISH
DISC. DISCONNECT

DN DOWN

DWG DRAWING

EA EACH

EF EXHAUST FAN

EG EQUIPMENT GROUND
ELEC. ELECTRICAL

ELEV ELEVATOR

EM EMERGENCY

EMT ELECTRICAL METALLIC TUBING

EQUIP EQUIPMENT
(E) EXISTING TO REMAIN

EVCS ELECTRICAL VEHICLE

CHARGING STATION

FACP FIRE ALARM CONTROL PANEL

FBO FURNISHED BY OTHERS

FF FINISHED FLOOR

FIXT FIXTURE

FLA FULL LOAD AMPS

FLEX FLEXIBLE METALLIC CONDUIT
(STEEL)

FLUOR FLUORESCENT

FT FEET OR FOOT

GFA GROUND FAULT ALARM

GFCI GROUND FAULT CIRCUIT

INTERRUPTER

GND GROUND

HP HORSEPOWER

HVAC HEATING, VENTILATING &

AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

IMC INTERMEDIATE METAL CONDUIT

IN INCH(ES)

IRC INTERNATIONAL RESIDENTIAL
CODE

ISC SHORT CIRCUIT AMPERES

JB, J-BOX JUNCTION BOX
KCMIL&

MCM THOUSAND CIRCULAR MILS

KVA KILOVOLT AMPERE

KW KILOWATT

LCP LIGHTING CONTROL PANEL

LRA LOCK RUNNING AMPS

LOTO LOCK OUT TAG OUT

LTG LIGHTING
MAX. MAXIMUM

MCA MAXIMUM CIRCUIT AMP

MCB MAIN CIRCUIT BREAKER

MCC MOTOR CONTROL CENTER
MECH. MECHANICAL
MIN. MINIMUM

MLO MAIN LUGS ONLY

MTD MOUNTED

NC NORMALLY CLOSED

NEC NATIONAL ELECTRICAL CODE

NECA NATIONAL ELECTRICAL

CONTRACTOR'S

ASSOCIATION

NEMA NATIONAL ELECTRICAL

MANUFACTURERS

ASSOCIATION

NEUT NEUTRAL

NFC NATIONAL FIRE CODE

NF NON-FUSIBLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NORMALLY OPEN

NTS NOT TO SCALE

OCPD OVER CURRENT PROTECTION
DEVICE
PPOLE

PH PHASE

PNL PANEL

PV PHOTOVOLTAIC

PVC POLYVINYL CHLORIDE

PWR POWER

QTY QUANTITY
(R) RELOCATE

RECEP RECEPTACLE

REQ'D REQUIRED

RGS RIGID GALVANIZED STEEL

RSC RIGID STEEL CONDUIT

SCHED SCHEDULE

SECT SECTION

SP SINGLE POLE

SN SOLID NEUTRAL

SPEC SPECIFICATION

SW SWITCH

SWBD SWITCHBOARD

SWGR SWITCH GEAR

SYS SYSTEM

TEMP TEMPORARY

TELE TELEPHONE

T-STAT THERMOSTAT

TTB TELEPHONE TERMINAL

BACKBOARD

TTC TELEPHONE TERMINAL

CABINET
TYP. TYPICAL

UBC UNIFORM BUILDING CODE

UL UNDERWRITERS LABORATORY
U.N.O. UNLESS NOTED OTHERWISE

VVOLT OR VOLTAGE

VA VOLT AMPERE

VD VOLTAGE DROP

VFD VARIABLE FREQUENCY DRIVE

VP VAPOR PROOF

W WATT, WIRE
WP WEATHERPROOF, NEMA 3R

XFMR TRANSFORMER
WIRING

MISCELLANEOUS

LIGHTINGSIGNAL
POWER
2022 CALIFORNIA ELECTRICAL CODE (CEC)
PART 3, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
2020 NATIONAL ELECTRICAL CODE (NEC) NFPA 70
2022 CALIFORNIA ADMINISTRATIVE CODE (CAC)
PART 1, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR) 2022 CALIFORNIA BUILDING CODE (CBC)
PART 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
2022 CALIFORNIA MECHANICAL CODE (CMC)
PART 4, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
2022 CALIFORNIA PLUMBING CODE (CPC)
PART 5, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
2022 CALIFORNIA ENERGY CODE (CEC)
PART 6, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
2022 CALIFORNIA FIRE CODE (CFC)
PART 9, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)
2022 CALIFORNIA GREEN BUILDING CODE (CGBC)
PART 11, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR)

APPLICABLE CODES

REVISION SYMBOL

FEEDER SCHEDULED EQUIPMENT

KEYNOTE PLAN SYMBOL
#
SHEET
UNIT
#
1 MECHANICAL EQUIPMENT TAG

DIAGRAM TAG
1 XXX

XXXXELECTRICAL EQUIPMENT TAG
1 CONDUIT ROUTED UNDER FLOOR/UNDERGROUND

DEMOLITION KEYNOTE PLAN SYMBOL

ELECTRICAL SYMBOL LISTELECTRICAL SYMBOL LIST (CONT'D)
THE CALIFORNIA ENERGY CODE SECTION 10-103 REQUIRES ACCEPTANCE TESTING ON ALL

NEWLY INSTALLED LIGHTING CONTROLS, MECHANICAL SYSTEMS, ENVELOPES, AND PROCESS EQUIPMENT AFTER INSTALLATION AND BEFORE PROJECT COMPLETION. AN ACCEPTANCE

TEST IS A FUNCTIONAL PERFORMANCE TEST TO HELP ENSURE THAT NEWLY INSTALLED EQUIPMENT IS OPERATING AND IN COMPLIANCE WITH THE ENERGY CODE.

LIGHTING CONTROLS ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED LIGHTING CONTROLS ACCEPTANCE TEST TECHNICIAN (ATT).

MECHANICAL SYSTEM ACCEPTANCE TESTS MUST BE PERFORMED BY A CERTIFIED MECHANICAL ATT FOR PROJECTS SUBMITTED ON OR AFTER OCTOBER 1, 2021.

A LISTING OF CERTIFIED ATT CAN BE FOUND AT HTTPS://WWW.ENERGY.CA.GOV/

PROGRAMS-AND-TOPICS/PROGRAMS/ACCEPTANCE-TEST-TECHNICIAN-CERTIFICATION -PROVIDER-PROGRAM/ACCEPTANCE.

THE ACCEPTANCE TESTING PROCEDURES MUST BE REPEATED, AND DEFICIENCIES MUST BE

CORRECTED BY THE BUILDER OR INSTALLING CONTRACTOR UNTIL THE CONSTRUCTION /

INSTALLATION OF THE SPECIFIED SYSTEMS CONFORM AND PASS THE REQUIRED ACCEPTANCE CRITERIA.

PROJECT INSPECTORS WILL BE COLLECTING THE FORMS TO CONFIRM THAT THE REQUIRED ACCEPTANCE TESTS HAVE BEEN COMPLETED.

ENERGY CODE ACCEPTANCE TESTING

STANDARD ABBREVIATIONS

UTILITY COMPANY SERVICE CABLE

TERMINATION

CIRCUIT BREAKER
FUSE

FUSED DISCONNECT SWITCH
SWITCH

TRANSIENT VOLTAGE SURGE SUPPRESSOR

CURRENT TRANSFORMER (CT)

POTENTIAL TRANSFORMER

GROUNDING ELECTRODE

UTILITY COMPANY POWER METER
MOTOR (# INDICATED HP)

GENERATOR MOTOR

GROUND FAULT PROTECTION DEVICE

TRANSFER SWITCH ATS OR MTS AND

NUMBER OF POLES AS NOTED

ENCLOSED CIRCUIT BREAKER
RELAY

CONTACTOR (NORMALLY OPEN)

CONTACTOR (NORMALLY CLOSED)

CONTROL SWITCH

PUSH BUTTON
R
M
G
TVSS
#

MCUSTOMER OWNED POWER METER
TAC-1
GFPD

EXISTING TENNIS COURT LIGHT
THERMOSTAT OUTLET AT +54" (HVAC

UNIT DESIGNATION)

1. SYMBOLS ARE NOT NECESSARILY USED IN THIS PROJECT.

2. IT IS THE INTENT OF THESE DRAWINGS AND SPECIFICATIONS TO ESTABLISH A STANDARD OF QUALITY. THE ENGINEER RESERVES THE RIGHT TO ALLOW OTHER METHODS AND MATERIALS NOT REFLECTED HEREIN. THE CONTRACTOR SHALL BE

RESPONSIBLE TO REQUEST THE ENGINEER WAIVE THE STANDARDS TO ALLOW ALTERNATE MEANS AND METHODS PRIOR TO BEGINNING THE PROJECT.

CONTRACT DOCUMENT REVISIONS TO ACCOMMODATE INSTALLED CONDITIONS,

WITHOUT PRIOR APPROVAL, WILL RESULT IN ADDITIONAL DESIGN CHARGES TO THE CONTRACTOR.

3. ELECTRICAL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER IN

ACCORDANCE WITH THE NECA INSTALLATION STANDARDS TO THE SATISFACTION OF THE ARCHITECT AND ENGINEER.

4. WORK, MATERIALS AND EQUIPMENT SHALL CONFORM TO THE CURRENTLY

ACCEPTED EDITION OF APPLICABLE NATIONAL, STATE AND CITY CODES AND ORDINANCES.

5. ELECTRICAL SYSTEM COMPONENTS SHALL BE LISTED OR LABELED BY UL OR

OTHER RECOGNIZED TESTING FACILITY AS ALLOWED BY AUTHORITY HAVING JURISDICTION.

6. WHERE AN APPARENT DISCREPANCY EXISTS BETWEEN THE REQUIREMENTS OF

THE GENERAL NOTES AND INFORMATION PORTRAYED IN THE ELECTRICAL

DRAWINGS, THE CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF THE GREATER QUALITY OR QUANTITY.

7. CONTRACTOR SHALL VISIT JOB SITE PRIOR TO BID AND VERIFY EXISTING CONDITIONS. CONTRACTOR SHALL INCLUDE IN BASE BID COSTS REQUIRED FOR PERMITS AND INSPECTIONS.

8. CONTRACTOR SHALL VERIFY, WITH OWNER'S REPRESENTATIVE PRIOR TO

SUBMITTING BID, ALLOWABLE WORKING HOURS, EMPLOYEE PARKING AREAS,

MATERIAL DELIVERY, STORAGE REQUIREMENTS, DEMOLITION AND REMOVAL OF CONSTRUCTION DEBRIS, AS WELL AS DAILY CLEAN UP REQUIREMENTS. INCLUDE COSTS IN BID FOR DUST BARRIERS, DUMPSTERS ETC. AS REQUIRED FOR THE DURATION OF THE PROJECT. PERFORM WORK AS DIRECTED BY OWNER'S REPRESENTATIVE AND ARCHITECT.

9. ELECTRICAL SYSTEMS SHALL BE TESTED FOR PROPER OPERATION. IF TESTS

SHOW THAT WORK IS DEFECTIVE, CONTRACTOR SHALL MAKE NECESSARY CORRECTIONS.

10. CONTRACTOR SHALL GUARANTEE WORK AGAINST DEFECTS IN MATERIALS AND

WORKMANSHIP WHICH MAY OCCUR UNDER NORMAL USE FOR A PERIOD OF ONE YEAR AFTER OWNER'S ACCEPTANCE. DEFECTS SHALL BE PROMPTLY CORRECTED BY CONTRACTOR WITHOUT ADDITIONAL CHARGE TO OWNER.

11. PROVIDE AS-BUILT DRAWINGS TO ARCHITECT. DRAWINGS SHALL INCLUDE

ACCURATE CONDUIT AND DEVICE LOCATIONS DIMENSIONED FROM PERMANENT LANDMARKS SUCH AS BUILDING WALLS.

12. DO NOT SCALE ELECTRICAL DRAWINGS. VERIFY EXACT LOCATION OF ALL DEVICES,

JUNCTION BOXES, LIGHTING FIXTURES, WITH ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS PRIOR TO INSTALLATION. CONTRACTOR SHALL VERIFY THE

EXACT LOCATION OF MECHANICAL EQUIPMENT AND OTHER EQUIPMENT REQUIRING ELECTRICAL CONNECTION PRIOR TO ROUGH-IN. EVERY OUTLET

HEIGHT SHALL BE VERIFIED ON EACH WALL WITH THE INTERIOR PLANNING AND DESIGN DRAWINGS. COORDINATE WITH CABINET SHOP DRAWINGS TO ENSURE PROPER HEIGHT AND LOCATION WITH RESPECT TO MILLWORK, EQUIPMENT.

13. THESE DRAWINGS INDICATE THE FINISHED REQUIREMENTS FOR THE ELECTRICAL SYSTEMS, EQUIPMENT, LIGHTING FIXTURES, OUTLETS AND DEVICES. DUE TO

STRUCTURAL CONDITIONS, MECHANICAL DUCT, PIPING CONFLICTS, OR OTHER

LEGITIMATE REASONS, THE CONTRACTOR MAY DESIRE TO INSTALL THE WORK INDICATED IN A MANNER DIFFERENT FROM THAT SHOWN. SUCH CHANGES SHALL

BE PRESENTED TO THE OWNER'S REPRESENTATIVE FOR REVIEW AND APPROVAL PRIOR TO PROCEEDING. UPON APPROVAL, THE WORK SHALL BE PERFORMED AND

THE AS-BUILT DRAWINGS SHALL BE REVISED TO ACCURATELY REFLECT THE WORK AS ACTUALLY INSTALLED.

14. RACEWAY SYSTEMS ARE SHOWN DIAGRAMMATICALLY. ACTUAL LOCATION AND ROUTING SHALL BE DETERMINED BY CONTRACTOR TO SUIT FIELD CONDITIONS.

15. PROVIDE DEDICATED NEUTRAL FOR EACH NEW CIRCUIT. HOME RUN CONDUCTORS MAY BE COMBINED INTO ONE CONDUIT. NO RACEWAY OR CABLE SHALL CONTAIN MORE THAN NINE (9) CURRENT CARRYING CONDUCTORS. WHERE MULTIPLE CONDUCTORS IN EXCESS OF THREE (3) ARE INDICATED ON THESE DRAWINGS, THEY HAVE BEEN DERATED AS REQUIRED BY NEC ARTICLE 310 REQUIREMENTS.

16. WHERE ALLOWED, MC CABLE MAY BE INSTALLED PER NEC ARTICLE 330. WHERE

MULTIPLE CABLES ARE ROUTED ADJACENT TO EACH OTHER (BUNDLED), A MINIMUM SEPARATION OF ONE (1) CABLE DIAMETER (LARGEST) SHALL BE REQUIRED.

17. PLASTIC CABLE TIES SHALL NOT BE USED AS A MEANS OF SUPPORT FOR MC CABLE. USE ONLY APPROVED CABLE SUPPORTS PER CABLE MANUFACTURER'S INSTALLATION REQUIREMENTS.

18. RACEWAYS SHALL BE INSTALLED CONCEALED (IN CMU OR OTHER WALL) WHENEVER POSSIBLE. RACEWAYS INSTALLED EXPOSED SHALL BE ROUTED OUT OF PUBLIC VIEW AS MUCH AS POSSIBLE. RACEWAYS SHALL BE RUN PARALLEL WITH, OR AT RIGHT ANGLE TO WALLS.

19. PROVIDE APPROVED EXPANSION FITTINGS WHERE RACEWAYS CROSS BUILDING EXPANSION JOINTS. PROVIDE BONDING JUMPER(S) SIZED PER CODE WHERE REQUIRED. PROVIDE FITTINGS REQUIRED FOR A COMPLETE INSTALLATION. REFER TO ARCHITECTURAL DRAWINGS FOR EXPANSION JOINT LOCATION(S).

20. MINIMUM RACEWAY SIZE SHALL BE 1/2". MINIMUM HOMERUN SIZE SHALL BE 3/4".

MINIMUM CONDUCTOR SIZE SHALL BE #12 AWG U.N.O. TYPICAL. POWER RELATED CONDUITS SHALL HAVE A CODE SIZE GROUND WIRE INSTALLED IN EACH RUN.

21. CONTRACTOR SHALL PROVIDE PULL CORDS IN ALL EMPTY CONDUITS. WHERE

MORE THAN ONE CONDUIT TERMINATES IN A JUNCTION BOX, THE CONTRACTOR

SHALL IDENTIFY EACH CONDUIT AND JUNCTION BOX IN A MANNER ALLOWING IDENTIFICATION AFTER WALL FINISHES HAVE BEEN APPLIED.

22. CONTRACTOR SHALL PROVIDE RACEWAY SYSTEMS INDICATED ON THE DRAWING PER NEC REQUIREMENTS AND GENERAL NOTES. ANY DEVIATION FROM THE

WIRING METHODS INDICATED SHALL BE ALLOWED ONLY BY SPECIFIC WRITTEN APPROVAL FROM EITHER THE ARCHITECT, ENGINEER OR OWNER. CONTRACTOR'S

BID SHALL INCLUDE COSTS FOR RACEWAY SYSTEMS AS SPECIFIED UNLESS

SPECIFIC WRITTEN APPROVAL FOR AN ALTERNATIVE WIRING METHOD IS OBTAINED

FROM EITHER THE ARCHITECT, ENGINEER OR OWNER AND IS SUBMITTED AS PART OF CONTRACTOR'S FORMAL BID PROPOSAL.

23. CONTRACTOR SHALL BE RESPONSIBLE FOR CORRECT SIZE AND INSTALLATION OF OUTLET, PULL AND JUNCTION BOXES IN ACCORDANCE WITH NEC 314-16. BOXES SHALL BE MINIMUM 4" SQUARE BY 1-1/2" DEEP OR AS INDICATED ON THE DRAWINGS. BOXES SHALL BE RECESSED WITH COVER PLATE TO SUIT THE INTENDED APPLICATION.

24. REFER TO THE ARCHITECTURAL REFLECTED CEILING PLAN(S) FOR EXACT LOCATION OF CEILING MOUNTED LIGHTING FIXTURES. ARCHITECTURAL DRAWINGS SHALL GOVERN IN CASE OF CONFLICT WITH THESE DRAWINGS.

25. PRIOR TO INSTALLATION, CONTRACTOR SHALL REVIEW THE COMPLETE SET OF CONSTRUCTION DOCUMENTS FOR CONFLICTS WITH OTHER TRADES.

CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE WORK WITH OTHER TRADES TO AVOID CONFLICT DURING INSTALLATION. CONTRACTOR SHALL MAKE MINOR ADJUSTMENTS IN EQUIPMENT LOCATION AND ROUTING AS NECESSARY.

26. CONTRACTOR SHALL BE RESPONSIBLE TO PROPERLY CUT AND PATCH EXISTING

CONSTRUCTION AS REQUIRED TO INSTALL NEW ELECTRICAL WORK PATCHING

SHALL BE OF THE SAME MATERIALS, WORKMANSHIP AND FINISH AS THE EXISTING

WORK AND SHALL ACCURATELY MATCH SURROUNDING WORK TO THE SATISFACTION OF THE ARCHITECT.

27. ELECTRICAL EQUIPMENT SHALL HAVE SUFFICIENT GUTTER SPACE AND LUGS TO ACCOMMODATE QUANTITY AND SIZE OF CONDUCTORS REQUIRED. CONTRACTORS SHALL PROVIDE EQUIPMENT WITH OVERSIZED ENCLOSURES WHERE REQUIRED.

28. NEW PANELBOARDS AND SWITCHBOARDS SHALL BE OF THE SAME MANUFACTURER AND HAVE LOCKING DOORS AND BE KEYED THE SAME U.N.O.

29. PROVIDE TYPE WRITTEN UPDATED PANEL DIRECTORY TO BE MOUNTED ON INSIDE OF PANEL DOOR COVERS. DIRECTORY SHALL REFLECT ADDITIONS OR MODIFICATIONS TO EXISTING PANELS AND SHALL REFLECT ACTUAL "AS-BUILT" CONDITIONS.

30. VERIFY DEVICE COLOR AND MOUNTING ORIENTATION (VERTICAL OR HORIZONTAL)

WITH ARCHITECTURAL AND INTERIOR DESIGN DRAWINGS PRIOR TO ORDERING ANY EQUIPMENT AND PROVIDE DEVICES AS REQUIRED. UNLESS NOTED OTHERWISE, DEVICES AND DEVICE PLATES SHALL BE WHITE IN COLOR.

31. WHERE MOTORS ARE INSTALLED IN SUSPENDED CEILINGS, CONTRACTOR SHALL

PROVIDE DISCONNECT SWITCH IN SUSPENDED CEILING WITHIN REACH FROM ACCESS POINT.

32. SIZING OF MOTOR-RELATED ELECTRICAL COMPONENTS, INCLUDING FEEDER AND/

OR BRANCH CIRCUITS (WIRE AND CONDUIT) AND OVERCURRENT PROTECTION (BREAKER AND/ OR FUSES) IS BASED ON RATINGS INDICATED IN THE CONTRACT

DOCUMENTS AS WELL AS NEC APPROXIMATED LOADS FOR A GIVEN MOTOR HORSEPOWER, VOLTAGE AND PHASE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ACTUAL MOTOR AND APPLIANCE RATING AND LOADS. CONTRACTOR TO

PROVIDE CORRECTLY SIZED MOTOR OVERLOAD ELECTRICAL COMPONENTS BASED ON NAMEPLATE RATING. REFLECT CHANGES IN THE AS-BUILT DRAWINGS.

33. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW OF THE FOLLOWING EQUIPMENT:
a. ELECTRICAL SWITCHGEAR: SWITCHBOARDS, WITH PANELS, MOTOR CONTROL b. CENTERS AND SAFETY DEVICES.
c. OVERCURRENT DEVICES: CIRCUIT BREAKERS AND FUSES INCLUDING d. TIME/CURRENT TRIP CURVES.
e. LIGHTING FIXTURES: INDOOR/OUTDOOR AS SPECIFIED, PHOTOMETRIC f. PERFORMANCE DATA AND LAMPS.
g. DEVICES: SWITCHES, RECEPTACLES, MOTOR CONTROLLERS AND h. DEVICE PLATES.
i. LIFE SAFTY/FIRE ALARM SYSTEM: CONTROL PANEL, ANNUNCIATOR PANEL, j. INITIATION AND NOTIFICATION DEVICES/APPLIANCES, SYSTEM WIRING k. REQUIREMENTS AND DIAGRAM, SYSTEM LOAD CALCS, STANDARD BATTERY l. CALCULATIONS, AND AUXILIARY POWER SUPPLY.

34. EQUIPMENT ELECTRICAL TERMINATIONS TO UNDERGO A TORQUE TEST.

ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR MANUFACTURER'S

RECOMMENDED TORQUE DOCUMENTATION AND TOOLS TO PERFORM TORQUE TEST.

35. UNDERGROUND SERVICE CONDUITS SHALL BE SEALED PER NEC ARTICLE 230-8.

36. FLOOR MOUNTED ELECTRICAL EQUIPMENT SHALL BE MOUNTED ON A 4" HIGH CONCRETE PAD.

37. INSTALL TRANSFORMER FOLLOWING MANUFACTURER'S RECOMMENDATIONS FOR VENTILATION CLEARANCES.

38. COORDINATE ELECTRICAL REQUIREMENTS FOR PLUMBING AND MECHANICAL EQUIPMENT WITH FINAL CONTRACTOR SELECTION. THE CONTRACTOR SHALL SIZE

DISCONNECTS BASED UPON CIRCUIT BREAKER RATINGS AND PROVIDE FUSING AS REQUIRED PER EQUIPMENT MANUFACTURER RECOMMENDATIONS AND U.L.

LISTING REQUIREMENTS.

39. PROVIDE 10 AWG CONDUCTORS FOR 20 AMPERE, 120V BRANCH CIRCUITS LONGER THAN 75' AND 8 AWG CONDUCTORS FOR 20 AMPERE, 120V BRANCH CIRCUITS LONGER THAN 120'. PROVIDE 10 AWG CONDUCTORS FOR 20 AMPERE, 277V BRANCH CIRCUITS LONGER THAN 200'.

40. ALL ELECTRICAL EQUIPMENT SHALL BE LABELED, LISTED, OR CERTIFIED BY A

NATIONALLY RECOGNIZED TESTING LABORATORY ACCREDITED BY THE UNITED STATES OCCUPATIONAL SAFETY HEALTH ADMINISTRATION.

41. ALL NEW CIRCUIT BREAKERS INSTALLED IN PANELS SHALL MATCH THE HIGHEST EXISTING AIC RATED CIRCUIT BREAKER WITHIN THAT BOARD. INSPECTOR TO VERIFY HIGHEST AIC RATING AT THE SITE."

ELECTRICAL GENERAL NOTES

PUSH BUTTON CONTROL STATION

JUNCTION BOX

NON-FUSED DISCONNECT SWITCH (WITH SEALTITE RACEWAY

CONNECTION

FUSED DISCONNECT SWITCH

MOTOR CONTROLLER OR STARTER

METER SERVICE PEDESTAL

SWITCHBOARD OR DISTRIBUTION BOARD

LIGHTING AND APPLIANCE PANELBOARD - FLUSH MOUNT

LIGHTING AND APPLIANCE PANELBOARD - SURFACE MOUNT

PULLBOX - EXTERIOR OR INTERIOR AS INDICATED
DEDICATED DUPLEX RECEPTACLE, NEMA 5-20R, 20A, 125V RATED MOUNT CENTER OF OUTLET AT 18" AFF UON
DUPLEX RECEPTACLE / HALF-SWITCHED "C" INDICATES

CONTROLLED VIA MOTION SENSOR/TIME CLOCK, MOUNT
CENTER OF OUTLET AT 18" AFF UON
QUADPLEX RECEPTACLE, NEMA 5-15R, 20A, 125V, MOUNT
CENTER OF OUTLET AT 18" AFF UON
DUPLEX RECEPTACLE, NEMA 5-15R, 20A, 125V RATED, MOUNT
CENTER OF OUTLET AT 18" AFF UON
SINGLE RECEPTACLE, NEMA 5-15R, 20A, 125V, MOUNT CENTER
OF OUTLET AT 18" AFF UON
PB
J
F

JJUNCTION BOX - WALL MOUNT
DUPLEX RECEPTACLE NEMA 5-20R, 20A, 125V GFCI TYPE
MOUNT CENTER OF OUTLET AT 18" AFF UON
C
DUPLEX RECEPTACLE 15A 125V RATED MOUNTED 6" ABOVE

COUNTER SPLASH
m250V, 1 HP RATED MANUAL MOTOR STARTER SWITCH
DEDICATED DUPLEX RECEPTACLE, NEMA 5-20R, 20A, 125V,
GFCI TYPE, RATED MOUNT CENTER OF OUTLET AT 18" AFF
UON G
DUPLEX RECEPTACLE NEMA 5-15R, 15A, 125V GFCI TYPE
MOUNT CENTER OF OUTLET AT 18" AFF UON
2P

NEW TENNIS COURT LIGHT
(E)

SHEET INDEX

SHEET NUMBER SHEET TITLE
E-001SYMBOLS, GENERAL NOTES, AND ABBREVIATIONS
E-002ELECTRICAL SPECIFICATIONS
E-101ELECTRICAL SINGLE LINE DIAGRAM AND LOAD SCHEDULES
E-200OVERALL ELECTRICAL SITE PLAN
E-201PHOTOMETRIC PLANS AND LIGHTING FIXTURE DETAILS
E-301ELECTRICAL DETAILS

SYMBOLS, GENERAL

NOTES, AND

ABBREVIATIONS
E-001
Design:

Date:

Job No:

Description:
of
Sheet
22 10/08/2025
MR
2442
2221 East Winston Road, Suite A
Anaheim, California 92806
Phone 714-776-4340 Fax 714-776-4395
www.hailandarch.com LA#1710
Hirsch & Associates, Inc.

Landscape Architecture & Planning
Project:

VALENCIA HERITAGE PARK
24155 NEWHALL RANCH ROAD
SANTA CLARITA, CA 91354
1 PETERS CANYON ROAD, SUITE 130
IRVINE, CA. 92606
TEL: 949-387-8500, FAX: 949-387-0800
IDS

IDS ELECTRICAL ENGINEERS
Project # 25X013.00
FO
L CA
I
R SIEG
N
E
C
No. E22808L
TA
S
ETE
I
TR
EC E
S
ET
R
V
TE
IN
A
A
L
FOR
I GNE
R NEE
R
D
P
FO
E
SS
IO
L
NAN
L
CO
I L
S
M.

Exp. 06-30-25
DATE SIGNED 10/02/2025
---- - ----
17 ELECTRICAL SPECIFICATIONS
A.MATERIALS

1. MATERIALS SHALL BE NEW AND OF QUALITY AS SPECIFIED ON THE PLANS OR

SPECIFICATIONS AND MUST CARRY THE UNDERWRITER'S LABORATORIES

APPROVAL COVERING THE PURPOSE FOR WHICH THEY ARE USED, IN ADDITION TO

MEETING REQUIREMENTS OF THE CURRENT APPLICABLE CODES AND REGULATIONS.

B.CONDUIT

1. ALL WIRING SHALL BE INSTALLED IN LISTED METALLIC CONDUIT EXCEPT AS PERMITTED BELOW. RGS, WITH A 20 MIL PVC COATING WILL BE USED WHEN IN CONTACT WITH EARTH. IMC MAY BE USED IN INDOOR LOCATIONS NOT IN CONTACT WITH THE EARTH. EMT MAY BE USED IN INDOOR LOCATIONS NOT IN CONTACT WITH EARTH, NOT IN CONCRETE SLABS OR WALLS AND NOT SUBJECT TO DAMAGE.

PVC MAY BE USED IN OR BELOW CONCRETE AND DIRECT BURIED IN EARTH.

FLEXIBLE STEEL CONDUIT SHALL BE USED FOR INDOOR FINAL CONNECTIONS TO EQUIPMENT IN LENGTHS NOT TO EXCEED 72". LIQUID-TIGHT FLEXIBLE STEEL

CONDUIT SHALL BE FOR OUTDOOR FINAL CONNECTIONS TO EQUIPMENT NOT TO EXCEED 36".

2. WHERE CONDUIT ENTERS OUTLET BOXES, FIXTURES OR CABINETS, FIRMLY

FASTEN WITH STEEL SET SCREW, COMPRESSION CONNECTORS, OR DOUBLE LOCKNUTS FOR GRC. CONNECTIONS SHALL HAVE BUSHINGS OR INSULATED THROAT CONNECTORS. FIRMLY FASTEN CONDUIT TO THE BUILDING CONSTRUCTION. RUN EXPOSED CONDUIT PARALLEL TO THE BUILDING LINES,

SUPPORTED BY APPROPRIATE HANGERS (UNISTRUT, T & B OR APPLETON, OR EQUAL).

3. COVER METALLIC CONDUIT IN CONTACT WITH EARTH WITH POLYETHYLENE TAPED SPIRAL WRAPPED, 1/2 LAPPED TO PROVIDE 20 MIL. THICKNESS. TAPE SHALL BE SCOTCH NO. 50 TAPE. CONDUIT AND DUCTS NOT UNDER BUILDINGS AND FEEDER DUCTS SHALL BE INSTALLED PER N.E.C. 300-5. MAKE JOINTS WITH COMPOUND TO BE WATERTIGHT.

4. FITTINGS AND CONDUIT BODIES SHALL BE STEEL. NO DIECAST FITTINGS.

5. CONDUIT SIZES SHALL BE AS REQUIRED BY CODE AND AS INDICATED OR SPECIFIED.

6. EMPTY CONDUIT SYSTEMS SHALL HAVE A NYLON PULL STRING TO FACILITATE INSTALLATION OF FUTURE WIRE.

7. SCHEDULE 40 PVC CONDUIT SHALL BE PERMITTED UNDERGROUND WITH PROPER FITTINGS, UL APPROVED AND CEMENTED JOINTS. PENETRATIONS THROUGH FLOOR SLABS AND BENDS GREATER THAN 22° SHALL BE WRAPPED RIGID GALVANIZED STEEL ELBOWS.

8. CONDUITS AND OUTLETS SHALL BE CONCEALED WITH THE BUILDING STRUCTURE,

EXCEPT THAT CERTAIN MOTOR AND LIGHTING FEEDER CONDUITS MAY BE RUN EXPOSED IN CERTAIN AREAS AS INDICATED ON THE DRAWINGS. CONDUIT SHOWN

TO BE INSTALLED IN CABINETS, COUNTERS, AND CASEWORK SHALL BE RUN AS DIRECTED BY THE ARCHITECT.

9. CONDUIT SYSTEMS SHALL HAVE A CODE SIZED COPPER GROUND CONDUCTOR INCREASE CONDUIT SIZE AS REQUIRED.

10. CONDUIT PENETRATION THROUGH ROOF SHALL HAVE ROOF FLASHING WITH CAULK TYPE COUNTER FLASHING SLEEVE. INSTALLATION SHALL BE WATERTIGHT.

11. CONDUITS SHALL BE ROUTED SURFACE ON THE STRUCTURE, PARALLEL AND PERPENDICULAR TO THE STRUCTURE.

OUTLET, PULL, AND JUNCTION BOXES

1. EACH SWITCH, LIGHT. RECEPTACLE OR OTHER OUTLET SHALL BE PROVIDED WITH A CODE GAUGE, GALVANIZED STEEL OUTLET BOX. JUNCTION AND PULL BOXES SHALL BE CODE GAUGE, GALVANIZED STEEL. OUTLET BOXES SHALL BE OF THE ONE PIECE, KNOCKOUT TYPE, IN GENERAL 4" SQUARE WITH PLASTER RING.

PLASTER RINGS SHALL BE SET TO PROVIDE NOT MORE THAN 1/8" FROM WALL SURFACE TO RING. IN NO CASE SHALL PLASTER RING PROJECT BEYOND SURFACE OF WALL. SINGLE GANG RINGS SIMILAR TO STEEL CITY 52050 SHALL BE USED FOR 4" BOXES IN UNFINISHED BRICK NUMBER 180 BOXES MAY BE USED FOR UNFINISHED MASONRY FLUSH WALL OUTLETS. CENTER OUTLET BOXES IN BLOCK COURSE.

2. BOXES INSTALLED IN POURED CEMENT FLOORS SHALL BE FLUSH TYPE CAST IRON OR STEEL WITH WATERTIGHT GASKETED COVERS. WHERE BOXES ARE INSTALLED

IN FLOORS WITH TILE OR CARPET FLOOR COVERING, COVERS SHALL BE OF THE RECESSED TYPE TO ACCOMMODATE THE FLOOR COVERING.

3. BOXES INSTALLED FOR THE ALARM, COMPUTER, AND SECURITY SYSTEM SHALL BE PROVIDED WITH APPROPRIATE COVER PLATES.

4. BOXES FOR TELEPHONE, COMPUTER, T.V., FIRE ALARM, SECURITY, AND SIMILAR SYSTEMS SHALL BE MINIMUM 4" SQUARE AND 2-1/8" DEEP.

E.PANEL BOARDS

1. CIRCUIT BREAKER TYPE AS INDICATED ON DRAWINGS. UNLESS INDICATED

OTHERWISE, PANELS SHALL HAVE PANEL BOARD TYPE CONSTRUCTION WITH BOLT-ON CIRCUIT BREAKERS FOR 3Ø PANELS. MANUFACTURERS SHALL BE

GENERAL ELECTRIC, SQUARE D, SIEMENS, CUTLER-HAMMER OR EQUAL WITH VOLTAGE, SIZES, AND RATINGS AS INDICATED ON DRAWINGS.

2. THE CIRCUIT BREAKERS SHALL BE OPERABLE IN ANY POSITION AND BE

REMOVABLE FROM THE FRONT OF THE PANEL BOARD WITHOUT DISTURBING THE ADJACENT UNITS. BRANCH BREAKERS SHALL BE OF SUCH DESIGN THAT

COMBINATION OF SINGLE-POLE, DOUBLE-POLE, AND THREE-POLE BREAKERS CAN BE ASSEMBLED ON THE SAME PANEL. EACH BRANCH CIRCUIT SHALL BE CLEARLY NUMBERED. BRANCH AND MAIN TERMINALS SHALL BE OF THE SOLDERLESS TYPE.

HANDLE TIES TO FORM MULTI-POLE BREAKERS NOT ACCEPTABLE.

3. WIRE TERMINATION FOR PANEL BOARDS AND CIRCUIT BREAKERS SHALL BE LISTED AS SUITABLE FOR 75 DEGREES C.

4. PROVIDE A TYPEWRITTEN CIRCUIT INDEX BEHIND CLEAR PLASTIC COVER ON INSIDE OF DOOR. INFORMATION SHALL INCLUDE ROOM AND TYPE LOAD SERVED.

CIRCUIT BREAKERS SHALL BE IDENTIFIED, INCLUDING SPARES. INDEX CARD FRAME SHALL BE METAL, SECURED TO DOOR.

5. WHERE PANEL BOARDS ARE INSTALLED FLUSH WITH THE WALLS, EXTEND EMPTY CONDUITS FORM THE PANEL BOARD TO AN ACCESSIBLE SPACE ABOVE OR BELOW.

PROVIDE 3/4" (MINIMUM SIZE) CONDUIT FOR EVERY THREE SINGLE SPARE CIRCUIT

BREAKERS OR SPACE OR EQUIVALENT MULTI-POLE ARRANGEMENT, OR FRACTION THEREOF, BUT NOT LESS THAN TWO CONDUITS FOR EACH PANEL.

6. PANEL BOARDS TO BE PROVIDED WITH COPPER BUSSING ONLY.

7. LOAD CENTERS SHALL NOT BE ALLOWED UNLESS NOTED OTHERWISE.

8. NEW PANELBOARDS SHALL COMPLY WITH NEC ARTICLE 110.16. EQUIPMENT

MANUFACTURERS SHALL PROVIDE WARNING LABELS FOR PANELBOARDS,

GENERATORS, AUTOMATIC TRANSFER SWITCHES TO WARN QUALIFIED PERSONS OF POTENTIAL ELECTRIC ARC FLASH HAZARDS. THE MARKING SHALL BE LOCATED

SO AS TO BE CLEARLY VISIBLE TO QUALIFIED PERSONS BEFORE EXAMINATION, ADJUSTMENT, SERVICE, OR MAINTENANCE OF THE EQUIPMENT.

WIRE

1. CONDUCTOR SIZES SHOWN ON THE DRAWINGS ARE BASED ON COPPER WIRE.

UNLESS OTHERWISE SPECIFIED, WIRE SHALL BE TYPE XHHW FOR FEEDERS OR BRANCH CIRCUITS LARGER THAN 4 AWG, TYPE THHN/THWN INSULATION FOR FEEDERS AND BRANCH CIRCUITS 4 AWG AND SMALLER. BRANCH CIRCUIT WIRING SHALL BE COPPER. SERVICE AND PANEL FEEDERS #1/0 AND LARGER MAY BE

ALUMINUM, PROVIDED THE CONDUCTOR SIZES ARE INCREASED FOR EQUAL OR GREATER AMPACITY AND EQUAL OR LESS EQUIVALENT VOLTAGE DROP. INCREASE CONDUIT SIZE AS REQUIRED. THE WIRES SHALL BE MARKED WITH COLOR TO SIMPLIFY CIRCUIT IDENTIFICATION. UNLESS OTHERWISE REQUIRED BY LOCAL ORDINANCES GROUND WIRES SHALL BE GREEN, NEUTRAL WIRES SHALL BE 120V- WHITE, 277V- GRAY, AND LIVE WIRES 208Y/120V AND 120/240 SHALL BE BLACK (PHASE A), RED (PHASE B), AND BLUE (PHASE C). FOR 480Y/277V CIRCUITS, THE

COLOR CODE SHALL BE BROWN (PHASE A), ORANGE (PHASE B), AND YELLOW (PHASE C). THE WIRE SHALL BE 12 AWG UNLESS OTHERWISE INDICATED. CIRCUIT SHALL BE LABELED IN EACH J-BOX.

2. WHERE ALUMINUM WIRE IS USED, ALUMINUM CONDUCTOR MATERIAL SHALL COMPLY WITH N.E.C. 310-14 AND CONNECTIONS AND TERMINATIONS SHALL BE MACHINE COMPRESSION TYPE EQUAL TO BURNDY "HI PLUG" OR "MACADAPT", NO EXCEPTIONS.

3. NO WIRE SHALL BE INSTALLED IN THE CONDUIT SYSTEM UNTIL THE CONDUIT SYSTEM IS COMPLETE. USE MINERALAC NO. 100 OR EQUIVALENT AS A LUBRICANT TO FACILITATE THE INSTALLATION OF THE CONDUCTORS IN THE CONDUIT SYSTEM.

4. SPLICES IN EXTERIOR PULL BOXES AND MANHOLES SHALL BE WEATHERPROOF USING "SCOTCHCAST" SPLICE KIT OR APPROVED EQUAL. SEAL ENDS OF CONDUITS AND DUCTS WITH "DUCTSEAL" OR APPROVED EQUAL.

5. PROVIDE SOLID CONDUCTOR FOR 12 AWG AND SMALLER.

WIRING DEVICES

1. RECEPTACLES IN OUTDOOR AND WET LOCATIONS SHALL BE INSTALLED WITH A HINGED OUTLET COVER/ENCLOSURE CLEARLY MARKED AND U.L. LISTED SUITABLE FOR WET LOCATIONS WHILE IN USE, EQUAL TO TAYMAC SPECIFICATION GRADE.

H.LIGHTING FIXTURES

1. PROVIDE ALL LIGHTING FIXTURES, WIRED AND CONNECTED. THE DRAWINGS INDICATE THE FIXTURES FOR EACH LOCATION. PROVIDE LAMPS FOR FIXTURES.

THE LAMPS SHALL BE BY THE SAME MANUFACTURER. VERIFY CEILING CONSTRUCTION BEFORE ORDERING RECESSED UNITS. PROVIDE PLASTER FRAMES AND HANGERS AS REQUIRED. CEILING CONSTRUCTION, ARCHITECTURAL ACCESSORIES, VOLTAGE, AND BALLASTS TO MEET THE EXISTING CONDITION.

K.SYSTEM GROUNDING

1. GROUNDING SHALL COMPLY WITH REQUIREMENTS OF ARTICLE 250. EXPOSED

NONCURRENT CARRYING METALLIC PARTS OF ELECTRICAL EQUIPMENT, METALLIC

RACEWAY SYSTEMS, METALLIC CABLE ARMOR, GROUNDING CONDUCTOR OF

NONMETALLIC SHEATHED CABLES, GROUNDING CONDUCTOR IN NONMETALLIC

RACEWAYS, AND GROUNDED CONDUCTORS OF THE WIRING SYSTEM SHALL BE GROUNDED.

2. GROUNDING CONDUCTOR (NEUTRAL) OF THE WIRING SYSTEM SHALL BE

CONNECTED TO THE SYSTEM GROUNDING CONDUCTOR AT A SINGLE PLACE IN

EACH SYSTEM BY REMOVABLE BONDING JUMPERS, SIZED ACCORDING TO THE APPLICABLE PROVISIONS OF THE NATIONAL ELECTRICAL CODE. THE GROUNDED

CONDUCTOR (NEUTRAL) TO THE GROUNDING CONDUCTOR CONNECTION SHALL BE

LOCATED IN THE ENCLOSURE FOR THE SYSTEM'S OVERCURRENT PROTECTION OR WHERE OTHERWISE INDICATED ON THE PLANS OR SPECIFICATIONS.

3. A GROUND BUS SEPARATE FROM THE NEUTRAL BUS SHALL BE PROVIDED IN ALL SWITCHBOARDS AND PANELBOARDS. GROUND BUS SHALL BE RETORQUED (CHECKED) PRIOR TO ENERGIZING EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.

4. GROUND BUSES AND NEUTRAL BUSES IN DISTRIBUTION PANELS, SWITCHBOARDS,

PANELBOARDS, AND THOSE PROVIDED IN ANY EQUIPMENT SHALL BE ISOLATED

EXCEPT WHERE REQUIRED TO BE CONNECTED AS SPECIFIED ABOVE FOR THE SERVICE ENTRANCE AND IN TRANSFORMER TERMINAL COMPARTMENTS.

5. WHEN INDICATED ON THE DRAWINGS, EQUIPMENT GROUNDING CONDUCTORS

SHALL BE EXTENDED FROM THE GROUND BUS IN THE DISTRIBUTION EQUIPMENT TO THE RECEPTACLE, FIXTURE OR DEVICE LUGS WHERE THEY ARE PROVIDED.

WHERE LUGS ARE NOT PROVIDED, EQUIPMENT GROUNDING CONDUCTORS SHALL BE CONNECTED TO EQUIPMENT ENCLOSURES. THE CONNECTIONS SHALL BE

ARRANGED SUCH THAT REMOVAL OF THE RECEPTACLE, EQUIPMENT GROUND

CONDUCTORS, OR GROUND JUMPERS FROM GROUND BUSING SHALL NOT AFFECT THE GROUND SYSTEM.

6. RACEWAYS MAY NOT BE USED AS A GROUNDING CONDUCTOR FOR POWER AND LIGHTING CIRCUITS. CONDUIT SHALL HAVE SEPARATE CODE SIZED GREEN

GROUND WIRE INSTALLED IN THE CONDUIT TO INSURE A CONTINUOUS GROUNDING PATH.

7. IN INACCESSIBLE LOCATIONS, MAKE CONNECTIONS BY EXOTHERMIC WELD PROCESS.

8. IN ACCESSIBLE LOCATIONS, CONNECTIONS SHALL BE MADE WITH BOLTED THROUGH, APPROVED SOLDERLESS BRONZE GROUNDING DEVICES.

9. BOND TOGETHER METAL SIDING NOT ATTACHED TO GROUNDED STRUCTURE BOND TO GROUND.

GUARANTEE

1. GUARANTEE MATERIAL FURNISHED AND WORKMANSHIP PERFORMED FOR A PERIOD OF ONE YEAR FROM DATE OF FINAL ACCEPTANCE OF WORK. ANY DEFECTS

DEVELOPING WITHIN THIS PERIOD, TRACEABLE TO MATERIAL FURNISHED AS A

PART OF THIS SECTION OR WORKMANSHIP PERFORMED HEREUNDER, SHALL BE MADE GOOD AT NO EXPENSE TO THE OWNER.

SHOP DRAWINGS AND APPROVALS

1. THE ITEMS SPECIFIED HEREIN AND ON DRAWINGS ARE USED AS A STANDARD OF QUALITY. ANY MATERIALS OF EQUAL QUALITY AND AESTHETIC VALUE WILL BE GIVEN CONSIDERATION AS A SUBSTITUTE FOR THE MATERIALS SPECIFIED. NO

APPROVAL WILL BE GIVEN TO A SPECIFIC CATALOG NUMBER, MODEL, OR TYPE OF EQUIPMENT, PRIOR TO BIDDING. AFTER BIDDING, THE DECISION OF THE ARCHITECT AND/OR ENGINEER DETERMINING EQUAL MATERIALS WILL BE FINAL.

2. THE CONTRACTOR SHALL SUBMIT SEVEN (7) IDENTICAL BOUND SETS OF SHOP DRAWINGS ON THE FOLLOWING ITEMS:
a. LIGHTING FIXTURE CUTS AND PERFORMANCE DATA.
b. OUTLINE DRAWINGS AND DATA SHEETS OF EACH PANELBOARD AND SWITCHBOARD.
c. OUTLINE DRAWINGS OF ALL SWITCHGEAR.

3. SUBMIT ITEMS AT ONE TIME IN A NEAT AND ORDERLY MANNER WITHIN 15 DAYS OF AWARD OF CONTRACT. PARTIAL SUBMITTALS WILL NOT BE ACCEPTABLE.

T.RECORD AND AS-BUILT DRAWINGS

1. THE ELECTRICAL CONTRACTOR SHALL MAINTAIN A SET OF DRAWINGS AT THE JOB

SITE FOR THE EXCLUSIVE PURPOSE OF MAINTAINING A RECORD OF WORK

INSTALLED AND TO SHOW ANY DEVIATIONS FROM THE WORK INDICATED ON THE DRAWINGS.

2. AT THE COMPLETION OF THE PROJECT, ONE SET OF REPRODUCIBLE DRAWINGS,

SHOWING AS-BUILT CONDITIONS, SHALL BE DELIVERED TO THE OWNER FOR ACCEPTANCE PRIOR TO FINAL PAYMENT.

ELECTRICAL

SPECIFICATIONS
E-002
Design:

Date:

Job No:

Description:
of
Sheet
22 10/08/2025
MR
2442
2221 East Winston Road, Suite A
Anaheim, California 92806
Phone 714-776-4340 Fax 714-776-4395
www.hailandarch.com LA#1710
Hirsch & Associates, Inc.

Landscape Architecture & Planning
Project:

VALENCIA HERITAGE PARK
24155 NEWHALL RANCH ROAD
SANTA CLARITA, CA 91354
1 PETERS CANYON ROAD, SUITE 130
IRVINE, CA. 92606
TEL: 949-387-8500, FAX: 949-387-0800
IDS

IDS ELECTRICAL ENGINEERS
Project # 25X013.00
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Exp. 06-30-25
DATE SIGNED 10/02/2025
---- - ----
18 60A
2P
UGPS

EXISTING GROUND
SYSTEM
M
(E)

MAIN METER
(E) GND. BUS
(E)
T

EXISTING UTILITY TRANSFORMER
T-P1
25KVA
480-240/120V,1Ø, 3W
60A
3P
60A
3P
60A
3P
100A
3P
60A
3P
PANEL
'P1'
PANEL
'PA'
400AF
3P
(E) FIELD #2 SOUTH
(E) FIELD #1 SOUTH
(E) FIELD #2 NORTH
(E) FIELD #1 NORTH
400A BUS
(E) WALKWAY LIGHTS
(E) WALKWAY LIGHTS
(E) WALKWAY LIGHTS
(E) TENNIS COURT 1
(E) TENNIS COURT 1
(E) TENNIS COURT 3 &
NEW TENNIS COURT 4

EXISTING MUSCO CONTROL-LINK

LIGHTING CONTROL PANEL

EXISTING FEEDER

EXISTING FEEDERS
(E) SWITCHBOARD 400A-480/277V, 3Φ, 4W
1 2
3 ADD NEW COURT #4 RECEPTACLES TO EXISTING CIRCUIT P1-8. EXISTING CIRCUIT BREAKER TO REMAIN. SEE LOAD SCHEDULE FOR MORE INFORMATION.

REPLACE EXISTING 20-AMP 2-POLE CIRCUIT BREAKER WITH NEW 20-AMP 1-POLE CIRCUIT BREAKER AT CIRCUIT NUMBERS 5,7. MATCH EXISTING TYPE AND KAIC RATING OF CIRCUIT BREAKER BEING REPLACED. SEE LOAD SCHEDULE FOR MORE INFORMATION.

ALL ITEMS SHOWN ARE EXISTING U.O.N. ALL SWITCHBOARDS, PANELS, TRANSFORMERS, AND LIGHTING CONTROLS ARE EXISTING TO REMAIN.

KEY NOTES
1 ELECTRICAL SINGLE

LINE DIAGRAM AND

LOAD SCHEDULES
E-101
Design:

Date:

Job No:

Description:
of
Sheet
22 10/08/2025
MR
2442
2221 East Winston Road, Suite A
Anaheim, California 92806
Phone 714-776-4340 Fax 714-776-4395
www.hailandarch.com LA#1710
Hirsch & Associates, Inc.

Landscape Architecture & Planning
Project:

VALENCIA HERITAGE PARK
24155 NEWHALL RANCH ROAD
SANTA CLARITA, CA 91354
1 PETERS CANYON ROAD, SUITE 130
IRVINE, CA. 92606
TEL: 949-387-8500, FAX: 949-387-0800
IDS

IDS ELECTRICAL ENGINEERS
Project # 25X013.00
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Exp. 06-30-25
DATE SIGNED 10/02/2025
---- - ----
2 3
1 N.T.S. EXISTING ELECTRICAL PANEL LOAD SCHEDULES
2 N.T.S. EXISTING SINGLE LINE DIAGRAM
19 us DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community Powered by Esri (E) MUSCO CONTROL-LINK

LIGHTING CONTROL PANEL
(E) LIGHTING PANEL 'PA'
(E) MAIN ELECTRICAL SWITCHBOARD
(E) TENNIS COURT NO. 1
(E) TENNIS COURT NO. 2
(E) TENNIS COURT NO. 3
NEW TENNIS COURT NO. 4
PA-1
PA-1
PA-1
PA-1
PA-1
PA-5
PA-5
PA-5
PA-5
PA-5
PA-5
PA-5
PA-5
PA-5
PA-5
PA-5
PA-5
P1-8
P1-21
P1-23
P1-8
(E) MAIN ELECTRICAL ROOM IN

MAINTENANCE BUILDING

RESTROOM BUILDING
PA-1
PA-3
PA-3
PA-3
PA-3
PA-3
PA-3
P1-6
(E) P1-4,6
P1-4
P1-6
P1-4
(E) PA-1,3
(E) PA-5
(E) P1-859
159
109
(E)(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E)
(E) (E)
(E)
(E)
(E)
(E)
(E)
(E)
109
5 5
109
5 5
5 5
5 55
5 5
5 4
4 6
7 8
5 E-301
6 75
E-301TYPICAL
6 8
PB
PB
PB
13 14
13 12
12 (E)
(E)
(E) PANEL 'P1'

1.47% V.D.

1.29% V.D.

1.55% V.D.

1.59% V.D.

1.67% V.D.

1.99% V.D.

2.32% V.D.

2.51% V.D.
6 6

2.61% V.D.

2.66% V.D.
6 6
P1-21 AND 23 (1.32% V.D.)

1.65% V.D.

2.42% V.D.

2.47% V.D.

P1-21 AND 23 (0.90% V.D.)
P1-21 AND 23 (1.27% V.D.)
P1-21 AND 23 (0.19% V.D.)

1.67% V.D.

1.99% V.D.
1 1" = 20'-0" ELECTRICAL SITE PLAN

GENERAL NOTES

KEY NOTES

1. REFER TO SINGLE LINE DIAGRAM FOR CONDUIT AND WIRE SIZES FOR SWITCHBOARDS, PANELBOARDS AND TRANSFORMERS.

2. ELECTRICAL DISTRIBUTION EQUIPMENT SHOWN ARE BASED ON INDUSTRY STANDARD SIZES. CONTRACTOR SHALL VERIFY THAT THE FINAL EQUIPMENT SELECTION FITS IN THE ALLOCATED SPACE.

3. SITE LIGHTING SHALL BE 2#8, 1#8 GND IN A 1"C U.N.O. ALL EXTERIOR BUILDING MOUNTED LIGHTING SHALL BE 2#8, 1#8 GND IN A 3/4"C U.N.O.

4. REFERENCE LANDSCAPE ARCHITECTS DRAWINGS FOR ADDITIONAL INFORMATION.

5. ROUTE EXTERIOR LIGHTING TO PANEL INDICATED VIA LIGHTING CONTACTOR. REFER TO CONTACTOR SCHEDULE FOR MORE INFORMATION.

6. REFER TO POWER COMPANY DRAWINGS FOR EXACT TRANSFORMER LOCATION AND ADDITIONAL REQUIREMENTS. PROVIDE BOLLARDS AS REQUIRED BY POWER COMPANY FOR TRANSFORMER IMPACT PROTECTION.

7. UNDERGROUND CONDUIT SHALL BE INSTALLED A MINIMUM OF 24" BELOW FINISHED GRADE, UNLESS REQUIRED OTHERWISE.

8. EXTERIOR MOUNTED ELECTRICAL DEVICES SHALL BE IN NEMA 3R ENCLOSURES.

9. CONTRACTOR SHALL INCLUDE IN HIS BID THE COST OF CONDUIT, TRENCHING, AND

BACKFILLING FROM THE SERVICE SWITCHBOARD TO THE UTILITY TRANSFORMER LOCATION SHOWN.

10. EXTERIOR RECEPTACLES SHALL BE "WEATHERPROOF WHILE IN USE" U.N.O.

11. PULLBOXES SHALL BE NO. 3-1/2 U.N.O.

12. ALL CONDUIT IN GRADE TO BE PVC SCHEDULE 40. ALL EXPOSED EXTERIOR CONDUIT TO BE GALVANIZED RMC. ALL CONDUIT IN THE ELECTRICAL ROOM TO BE EMT.

EXISTING MAIN SWITCHBOARD "MSA" SEE SHEET E-101 FOR MORE INFORMATION.

EXISTING MUSCO CONTROL-LINK PANEL
EXISTING LIGHTING PANEL'PA' WITH CIRCUIT BREAKER TO BE REPLACED. SEE SHEET E-101 FOR MORE INFORMATION.

INTERCEPT EXISTING LIGHTING AND RECEPTACLE CIRCUITS AT EXISTING LIGHT POLE AND EXTEND TO NEW LIGHT POLE AS INDICATED.

EXISTING 1" C. WITH 2 #10 + 1 #10 GND.

NEW 1" C. PVC SCH. 40 WITH 2 #10 + 1 #10 GND.

PROVIDE NEW COURT LIGHT FIXTURE AND POLE.

PROVIDE NEW NEMA 5-20R GFIC RECEPTACLE IN HEAVY-DUTY GASKETED LOCKABLE IN-USE COVER IN W.P. BOX MOUNTED TO ADJACENT FENCE POLE POLE.

EXISTING BRANCH FEEDER. CONTRACTOR TO VERIFY CONDUIT SIZE, WIRE QUANTITIES, AND CIRCUITS FED.

EXISTING 1" C. WITH 4 #10 + 1 #10 GND.

EXISTING PANEL 'P1'. SEE SHEET E-101 FOR MORE INFORMATION.

EXISTING 2" C.O. CONTRACTOR VERIFY STUB UP POINT IN THE ELECTRICAL PROVIDE 4 NEW #10+ 1 #10 GND. IN EXISTING CONDUIT. TERMINATE ON TWO NEW 20A/1P CIRCUIT BREAKERS IN PANEL P1, CIRCUITS 21 AND 23. WORST CASE WIRE FILL IN CONDUIT WILL BE 12.5% OF 3.291 SQ.IN. (WIRE AREA IS 0.1055 SQ.IN.) NEW 1" C. PVC SCH. 40 WITH 4 #10 + 1 #10 GND.

PROVIDE NEW CONCRETE PULL BOX WITH BOLT-DOWN LID. CHRISTY N09 OR APPROVED EQUAL.

EXISTING 1" C. WITH 2 #10 + 1 #10 GND. REMOVE EXISTING WIRE AND PULL NEW 2 #4 = 1 #4 GND. NEW WIRE FILL IN CONDUIT WILL BE 29.7% OF 0.832 SQ.IN. (TOTAL NEW WIRE AREA IS 0.2472 SQ.IN.)
1 2
3 4
5 6
7 OVERALL ELECTRICAL

SITE PLAN
E-200
Design:

Date:

Job No:

Description:
of
Sheet
22 10/08/2025
MR
2442
2221 East Winston Road, Suite A
Anaheim, California 92806
Phone 714-776-4340 Fax 714-776-4395
www.hailandarch.com LA#1710
Hirsch & Associates, Inc.

Landscape Architecture & Planning
Project:

VALENCIA HERITAGE PARK
24155 NEWHALL RANCH ROAD
SANTA CLARITA, CA 91354
DIG ALERT:

DIAL TOLL FREE
811

AT LEAST TWO WORKING DAYS

BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CA.
1 PETERS CANYON ROAD, SUITE 130
IRVINE, CA. 92606
TEL: 949-387-8500, FAX: 949-387-0800
IDS

IDS ELECTRICAL ENGINEERS
Project # 25X013.00
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No. E22808L
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Exp. 06-30-25
DATE SIGNED 10/02/2025
0'20' 40' 60'
SCALE - 1" = 20' - 0"
---- - ----
8 9
10 11
12 13
14 20
15 AMH: 20
AMH: 20
AMH: 20
AMH: 20
AMH: 20
AMH: 20

16.1 19.9 22.6 24.2 24.3 22.7 19.9 17.2 14.9 13.7 13.8 15.2 17.6 20.5 23.3 25.1 25.4 24.4 21.7 18.7 16.1 14.2 13.6 14.2 16.1 18.6 21.4 23.4 24.2 23.6 21.2 17.5

16.0 19.6 22.6 24.4 24.2 22.4 19.8 17.5 15.4 14.4 14.5 15.7 17.9 20.6 23.4 25.4 25.7 24.3 21.7 18.9 16.6 14.8 14.3 14.7 16.5 18.7 21.4 23.4 24.4 23.4 20.8 17.3

14.6 17.4 19.7 21.0 21.1 20.0 18.3 16.5 14.8 14.0 14.1 15.1 17.0 19.1 20.9 22.3 22.5 21.6 20.0 17.8 15.8 14.4 13.9 14.3 15.6 17.5 19.2 20.6 21.0 20.2 18.3 15.7

12.4 14.7 16.7 17.7 18.0 17.1 15.9 14.5 13.7 13.4 13.4 13.9 15.1 16.7 18.3 19.3 19.4 18.8 17.3 15.7 14.4 13.6 13.3 13.3 13.9 15.1 16.5 17.6 17.7 17.1 15.4 13.2

10.5 12.1 13.5 14.2 14.5 14.2 13.5 13.1 12.7 12.5 12.6 12.9 13.5 14.3 15.4 15.9 16.0 15.6 14.7 13.9 13.3 12.7 12.4 12.4 12.7 13.1 13.8 14.4 14.2 13.7 12.5 10.9

9.4 10.5 11.5 12.0 12.4 12.4 12.2 12.0 11.9 11.8 11.9 12.2 12.6 13.1 13.6 13.8 13.9 13.7 13.3 12.8 12.4 12.0 11.8 11.7 11.8 12.0 12.3 12.4 12.1 11.6 10.8 9.7

8.9 9.8 10.6 11.0 11.4 11.6 11.5 11.5 11.5 11.5 11.6 11.8 12.1 12.4 12.8 12.9 12.9 12.9 12.6 12.2 11.9 11.7 11.5 11.4

11.411.4 11.5

11.411.0 10.6 9.9 9.0

8.8 9.6 10.3 10.7 11.1 11.2 11.3 11.3 11.4

11.411.6 11.8

12.012.3 12.5 12.6 12.6 12.5 12.3 12.0 11.8 11.6 11.4 11.4 11.3 11.3 11.2 11.1 10.7 10.3 9.6 8.8

9.0 9.9 10.6 11.0 11.4

11.511.4 11.4 11.4 11.5 11.7 11.9 12.2 12.6 12.9 12.9 12.912.812.412.111.8 11.611.511.5 11.5

11.511.6 11.5 11.0 10.6 9.8 8.9

9.6 10.7 11.6 12.1 12.412.312.011.811.7 11.8

12.012.4 12.8 13.3 13.7 13.9 13.9 13.6

13.112.6 12.2

11.911.8 11.9

12.012.212.4 12.4 12.1 11.5 10.6 9.4

10.912.4 13.7

14.214.4 13.9

13.112.7 12.5

12.412.7 13.3 13.914.7 15.6 16.0 15.9 15.4 14.3 13.5 12.9 12.5 12.4 12.7 13.013.514.114.514.2 13.512.110.5

13.215.4 17.1 17.8 17.7 16.6 15.2 14.0 13.4 13.313.614.4 15.7 17.3 18.819.519.3 18.316.715.113.9 13.413.4 13.7 14.5 15.8 17.1 18.0 17.7 16.8 14.8 12.5

15.618.2 20.221.020.719.3 17.615.714.3 13.914.4 15.8 17.8 20.0 21.6 22.5 22.3 20.9 19.1 17.0 15.1 14.1 14.0 14.8 16.4 18.3 20.0 21.0 21.0 19.7 17.4 14.7

17.2 20.7 23.4 24.4 23.5 21.5 18.8 16.6 14.8 14.3 14.8 16.6 18.9 21.7 24.3 25.7 25.4 23.4 20.6 17.9 15.7 14.5 14.4 15.3 17.4 19.8 22.3 24.2 24.4 22.6 19.7 16.1

17.4 21.1 23.6 24.2 23.5 21.5 18.7 16.2 14.2 13.6 14.2 16.1 18.7 21.7 24.4 25.4 25.1 23.3 20.6 17.6 15.2 13.8 13.7 14.8 17.1 19.8 22.6 24.3 24.2 22.7 20.0 16.2 Luminaire Schedule
SymbolTagQtyModel #[MANUFAC]DescriptionArrangementLLFLuminaire Lumens
Luminaire
Watts
Total
Watts
BUG Rating
A6VA-ALA-300-LVD4-50ValriyaPole mounted LED tennis court lightSingle0.90039977300.2321801.392B4-U1-G4 Calculation Summary
LabelCalcTypeUnitsAvgMaxMinAvg/MinMax/MinMax/Avg# PtsCV Tennis Court #4IlluminanceFc15.4125.78.81.752.921.674800.27 1 1" = 10'-0" ELECTRICAL PHOTOMETRIC SITE PLAN AND FIXTURE DATA

LIGHTING PHOTOMETRY NOTE

PHOTOMETRIC PLANS

AND LIGHTING FIXTURE

DETAILS
E-201
Design:

Date:

Job No:

Description:
of
Sheet
22 10/08/2025
MR
2442
2221 East Winston Road, Suite A
Anaheim, California 92806
Phone 714-776-4340 Fax 714-776-4395
www.hailandarch.com LA#1710
Hirsch & Associates, Inc.

Landscape Architecture & Planning
Project:

VALENCIA HERITAGE PARK
24155 NEWHALL RANCH ROAD
SANTA CLARITA, CA 91354
DIG ALERT:

DIAL TOLL FREE
811

AT LEAST TWO WORKING DAYS

BEFORE YOU DIG
UNDERGROUND SERVICE ALERT OF SOUTHERN CA.
0'10' 20'30'
SCALE - 1" = 10' - 0"
1 PETERS CANYON ROAD, SUITE 130
IRVINE, CA. 92606
TEL: 949-387-8500, FAX: 949-387-0800
IDS

IDS ELECTRICAL ENGINEERS
Project # 25X013.00
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Exp. 06-30-25
DATE SIGNED 10/02/2025
---- - ----

THIS LIGHTING PHOTOMETRIC STUDY PLAN IS BASED ON LIGHTING FIXTURE

MANUFACTURER-PROVIDED IES FILES AND LIGHTING SOFTWARE TO CALCULATE SHOWN LIGHT LEVELS. THE LIGHTING DATA SUBMITTED DOES NOT INCLUDE INTERFERENCE TO LIGHT CAUSED BY LANDSCAPING, TREES, OR OTHER MINOR OBSTACLES. IDS GROUP, INC. IS

NOT RESPONSIBLE FOR LIGHT OUTPUT OBSTRUCTIONS, THE ACCURACY OF THE LIGHTING

MANUFACTURER'S DATA, OR THE LIGHTING SOFTWARE PROGRAM UTILIZED FOR THIS STUDY.

CALCULATED LIGHT LEVELS ARE BASED ON SPECIFIC SITE PLAN INFORMATION SUPPLIED TO IDS GROUP, INC. ANY DIFFERENCES IN LUMINAIRE INSTALLATION, LIGHTED AREA

GEOMETRY, AND OBSTRUCTIONS (TREES, BUILDINGS, WALLS, OR OTHER VERTICAL

OBJECTS) IN THE LIGHTED AREA WILL PRODUCE DIFFERENT RESULTS FROM THESE PREDICTED VALUES. NORMAL TOLERANCES OF VOLTAGE, LAMP OUTPUT, BALLAST, AND LUMINAIRE MANUFACTURE WILL ALSO AFFECT RESULTS.
21 1 NO SCALE TRENCH DETAIL
3 NO SCALE HEAVY-DUTY RECEPTACLE COVER
4 NO SCALE PULL BOX DETAIL
5 NO SCALE TENNIS COURT LIGHT POLE
7 NO SCALE NOT USED
2" 3"
4"
3"
4"

SEE CHART ABOVE
48"

TRENCH WIDTH AND DEPTH TO BE ADJUSTED

FOR ALL POWER CONDUITS, COMMUNICATIONS/DATA
CONDUITS AND OTHER TRADES (PIPING, ETC.)

ALL UNDERGROUND CONDUITS
PVC SCH. 40 UNLESS NOTED

OTHERWISE ON PLANS
12"

THIS DETAIL TO VARY PER EXACT SITE

REQUIREMENTS AND CONDUIT INSTALLATION
18" N/A UNDER A BUILDING
24"24"
24"
18"
18"
12"

UNDER STREETS,

HIGHWAYS ROADS,

ALLEYS, DRIVEWAYS,

AND PARKING LOTS

NONMETALLIC RACEWAYS LISTED

FOR DIRECT BURIAL WITHOUT

CONCRETE ENCASEMENT OR OTHER

APPROVED RACEWAYS

ALL LOCATIONS NOT

SPECIFIED IN NEC TABLE
300-5
IN TRENCH BELOW 2"

THICK CONCREET OR

EQUIVALENT

LOCATION OF WIRING

METHOD OR CIRCUIT

DIRECT BURIAL

CABLES OR

CONDUCTORS
PAVED AREA. PATCH TO
MATCH EXISTING. MINIMUM 2"

ASPHALT OR CONCRETE

LANDSCAPED AREA

PATCH OR PLANT TO

MATCH EXISTING

NATIVE OR IMPORTED SOIL TO
90% RELEATIVE DENSITY

FREE FROM LARGE ROCKS

AND DEBRIS

UNDERGROUND WIRING TAPE
"CAUTION-ELECTRICAL LINE
BURIED BELOW" AS

DISTRIBUTED BY SETON NAME

PLATE OR EQUAL

POWER UTILITY PRIMARY OR
SECONDARY CONDUITS.

VERIFY QUANTITY, DEPTH AND

INSTALLATION WITH POWER

UTILITY ENGINEERED DRAWINGS

CONDUIT SPACERS (SADDLES)
6'-0" O.C. TYPICAL

IMPORTED SAND/GRAVEL BEDDING
WITH 0.5 MAX. AND S.E. = 30 OR
GREATER. 90%

POWER CONDUITS

PER PLANS

COMMUNICATION/DATA

CONDUITS TO BE MINIMUM
12" FROM POWER CONDUITS
12 TYPICAL

DATA/COMMUNICATION
TABLE 830.47(C)
N/A
12"
12"
6"
THOMAS & BETTS "RED DOT" #CKLSVU HEAVY DUTY
WHILE IN USE COVER WITH 120V DUPLEX GFI OUTLET.

MOUNT ON 4-S W.P. J-BOX BOLTED TO FENCE POLE.

AS INDICATED ON THE PLANS. USE LB FITTER TO

CONNECT CONDUIT TO THE BACK SIDE OF T HE
FENCE POLE FOR WIRE CONNECTIONS. CIRCUIT AS
SHOWN ON SITE PLANS. COORDINATE CONDUIT

ENTRY WITH THE TENNIS COURT FOUNDATION
PLANS.

BOLT DOWN LID WITH
ENGRAVED WORD "SIGNAL"
OR "ELECTRICAL" OR "TEL"

AS REQUIRED

TOP OF LID TO BE FLUSH

WITH FINISH GRADE

REINFORCED CONCRETE BOX
(WITH CONCRETE EXTENSION

WHERE SHOWN)
(TL)= TRAFFIC LID (STEEL) WHERE SHOWN. UNLESS NOTED OTHERWISE ALL LIDS TO BE BOLT DOWN. LIDS TO BE "FIBERLYTE" FOR PULL BOXES NO. N9, N16, N30 AND N36. CONCRETE LIDS FOR PULL BOXES NO. N40, N44 AND N48. STEEL LID FOR PULL BOX NO.

N52. ALL LIDS TO BE ENGRAVED "ELECTRICAL" FOR POWER (OR "SIGNAL FOR OTHERS").

ALL BOXES TO SET ON MINIMUM 12" COMPACTED GRAVEL BASE WIDTH X LENGTH OF BOX.

SPLICES:

COPPER CONDUCTOR SPLICES AND TAPS OF #8 AWG AND SMALLER SHALL BE MADE WITH WATERPROOF WIRE NUT CONNECTORS. KING SAFETY PRODUCTS #621, #622 OR #623.

WHICH ARE THREE SIZES (OR EQUAL) THESE WIRE NUTS ARE U.L. LISTED FOR "WET" LOCATIONS AND CONTAIN A SEALANT PASTE.

COPPER CONDUCTOR SPLICES OF #6 AWG AND LARGER SHALL BE MADE WITH SPLIT-BOLT CONNECTORS SUCH AS BURNDY "SERVIT" (OR EQUAL) WITH DOUBLE WRAPPED "SCOTCH" #33+ ALL WEATHER VINYL PLASTIC ELECTRICAL TAPE OR WITH "E-Z SEAL" #2200 VINYL INSULATING PADS, BY 3M, OR WITH SIERRA/TOMIC #4000 VINYL SEAL PADS.

METAL COVERS AND OTHER EXPOSED CONDUCTIVE SURFACES SHALL BE BONDED PER CEC 250.96(A)
PULL BOX SIZING TO BE PER 2022 CEC, 314.28
NOTE: ALL PULL BOXES TO HAVE BOLT DOWN TRAFFIC LIDS WHERE

EXPOSED TO VEHICULAR TRAFFIC INCLUDING EMERGENCY AND
MAINTENANCE VEHICLES.

HANDHOLE ENCLOSURE (PULL BOX) SIZES
COMPLY WITH CEC 314.30 (ALL ENCLOSURES TO BE UL "LISTED")

1. CHRISTY NO. N9 (10" X 17" X 12" DEEP) WITH FL9T FIBRELYTE LID.

2. CHRISTY NO. N16 (12" X 22" X 12" DEEP) WITH FL16T FIBRELYTE LID.

3. CHRISTY NO. N30 (13" X 24" X 12" DEEP) WITH FL30T FIBRELYTE LID.

4. CHRISTY NO. N36 (17" X 30" X 12" DEEP) WITH FL36T FIBRELYTE LID.

5. CHRISTY NO. N40 (24" X 36" X 14" DEEP) WITH N40T CONCRETE LID.

6. CHRISTY NO. N44 (20" X 44" X 12" DEEP) WITH N44D2 TWO SECTION CONCRETE LID.

7. CHRISTY NO. N48 (30" X 48" X 14" DEEP) WITH N48T2 TWO SECTION CONCRETE LID.

8. CHRISTY NO. N52 (30" X 60" X 14" DEEP) WITH N52-62J WITH TWO SECTION STEEL LID.

NOTE: WHERE ENCLOSURE IS ADJACENT TO CONCRETE WALK

PER SITE PLAN
12" DEEP COMPACTED

FINISH GRADE

BOND CONNECTION

PULL THROUGH
W.P. SPLICE
LID

CONNECTOR

GRAVEL BASE

SET FLUSH NEXT TO WALKWAY
*
*
(6) #5 VERTICAL
#3 TIES @ 12" O.C.

W/ 135° STD. HOOK
A-A

CONCRETE FOUNDATION
W/ #3 TIES @ 12" O.C.

MAX., TYP.
112"
CLR.
(3) #3 TIES
@ 3" O.C.
3"
CLR.
135° STD. HOOK
(STAGGER HOOKS)
3"
CLR.

TYP.
1'-0"
TYP.

A A
2'-0"Ø
6"
4" ROUND STRAIGHT STEEL POLE :

VALRIYA
VA-ARP-411-20-10-342-BK-RBC

COLOR TO MATCH FIXTURE
EPA = 2.9 SQ. FT. AT 100 MPH
WEIGHT = 137 LBS.

TENON = VA-ALA-4RPT-BK
EPA = N.A.

WEIGHT = 3.8 LBS.
11 2" NON-SHRINK
LEVELING GROUT, MIN.
(4)34"Ø ASTM F1554-07a GRADE
55 ANCHOR BOLTS (GALV.) W/
HEAVY HEX DBL. NUT &

WASHERS
NOTES:

1. ALL CONCRETE SHALL BE NORMAL WEIGHT (145 PCF) HARD ROCK TYPE W/ A MINIMUM COMPRESSIVE STRENGTH (f'c) AT 28 DAYS EQUAL TO 4,000 PSI MIN.

2. REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60.

3. ANCHORS, REINFORCING AND OTHER EMBEDDED ITEMS SHALL BE SECURELY TIED IN PLACE BEFORE CONCRETE IS PLACED.

4. VIBRATE CONCRETE FULL DEPTH.

5. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY,

BEARING A REGISTERED CIVIL ENGINEER'S STAMP, AND REVIEWED BY THE ENGINEER PRIOR TO USE.

6. MAXIMUM RATIO OF WATER TO CEMENTITIOUS MATERIALS, BY WEIGHT, SHALL BE 0.45 UNLESS OTHERWISE NOTED. USE MINIMUM 6 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE.
6" MIN.

LAP
34" - 10 x 30" x 4"
ASTM F1554 GRADE 55

THIS ANCHOR BOLT IS MADE FROM STEEL THAT HAS A MINIMUM YIELD STRENGTH OF 55,000 PSI AND TOLERANCES PER ASTM F1554 GRADE 55.

EACH ANCHOR BOLT IS FURNISHED WITH TWO HEAVY HEX NUTS AND TWO F546 FLAT WASHERS ATTACHED. ALL MATERIAL IS HOT DIP GALVANIZED.

SIZED
(WITH THREAD PITCH)
L
(BOLT LENGTH)
C
(HOOK LENGTH)
T
(THREAD LENGTH)
34"-10x30"x4"34"-1030"4"6"
T
L
C
D
4'-0" MIN.
2'-2"
CONDUIT(S) 24" BELOW

GRADE, ALL RISERS
AND 90° BENDS SHALL
BE PVC SCH. 80
20'-0" MAX

TAMPER RESISTANT

HAND HOLE W/ COVER

PULL BOX AT EACH
LIGHT STANDARD.

CHRISTY N9 OR

APPROVED EQUAL

REMOVEABLE
(2) PIECE BASE COVER
2'-0"Ø
4'-0"
BACK AREA LIGHT ON (1) POLE ONLY

VALRIYA
VA-ALA-70-LVB4-50-SQ
EPA = 0.3413 SQ. FT.

WEIGHT = 8.2LBS

FINISH PAVEMENT
OR GRADE, TYP.

LIGHT FIXTURE

VALRIYA
VA-ALA-300-LVB4-50-SP
EPA = 0.4759 SQ. FT.

WEIGHT = 18.6 LBS
2-3/8" SLIP FITTER WITH
4' LONG ARM WITH 3° TILT
VA-TASP-4-BK
EPA = 1.56 SQ. FT.

WEIGHT = 10.3 LBS

TENNIS COURT
℄

ELECTRICAL DETAILS
E-301
Design:

Date:

Job No:

Description:
of
Sheet
22 10/08/2025
MR
2442
2221 East Winston Road, Suite A
Anaheim, California 92806
Phone 714-776-4340 Fax 714-776-4395
www.hailandarch.com LA#1710
Hirsch & Associates, Inc.

Landscape Architecture & Planning
Project:

VALENCIA HERITAGE PARK
24155 NEWHALL RANCH ROAD
SANTA CLARITA, CA 91354
1 PETERS CANYON ROAD, SUITE 130
IRVINE, CA. 92606
TEL: 949-387-8500, FAX: 949-387-0800
IDS

IDS ELECTRICAL ENGINEERS
Project # 25X013.00
FO
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No. E22808L
TA
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Exp. 06-30-25
DATE SIGNED 10/02/2025
---- - ----
22 EXHIBIT B
Technical Specifications
Valencia Heritage Park
Department of Public Works 00 01 05-1 Project# P1021
City of Santa Clarita Table of Contents
DO CUMENT 00 01 05
T

ABLE OF CONTENTS
DO
CUMENT/SECTION No. – TITLE DATE
I

NTRODUCTORY DOCUMENTS
00 01 05 – TABLE OF CONTENTS 1/30/2026
00 63 13 – REQUEST FOR INFORMATION FORM 1/30/2026
00 63 25 – SUBSTITUTION REQUEST FORM 1/30/2026
I

NFORMATION AVAILABLE TO CONTRACTOR

N
OTE: ELECTRONIC BIDDING AND CONSTRUCTION CONTRACT DOCUMENTS TO BE PROVIDED THROUGH CONSTRUCTION MANAGER OR OWNERS REPRESENTATIVE.

NOTE: SPECIFICATIONS FOR ELECTRICAL REQUIREMENTS ARE REPRESENTED ON PLAN SET. IT IS THE CONTRACTOR’S RESPONSIBILITY TO NOTIFY THE OR OWNERS REPRESENTATIVE IF A CONFLICT ARISES.

D
IVISION 1 – GENERAL REQUIREMENTS
01 26 00 – CONTRACT MODIFICATION PROCEDURES 1/30/2026
01 26 13 – REQUESTS FOR INFORMATION 1/30/2026
01 29 73 – SCHEDULE OF VALUES 1/30/2026
01 31 00 – PROJECT MANAGEMENT AND COORDINATION 1/30/2026 01 32 00 – CONSTRUCTION PROGRESS DOCUMENTATION 1/30/2026 01 33 00 – SUBMITTAL PROCEDURES 1/30/2026
01 35 00 – SPECIAL PROCEDURES 1/30/2026
01 35 43 – ENVIRONMENTAL PROCEDURES 1/30/2026
01 41 00 – REGULATORY REQUIREMENTS 1/30/2026
01 42 13 – REFERENCE STANDARDS AND ABBREVIATIONS 1/30/2026 01 45 00 – QUALITY CONTROL 1/30/2026
01 50 00 – TEMPORARY FACILITIES AND CONTROLS 1/30/2026
01 51 00 – TEMPORARY UTILITIES 1/30/2026
01 52 00 – CONSTRUCTION FACILITIES 1/30/2026
01 54 00 – CONSTRUCTION AIDS 1/30/2026
01 55 00 – VEHICULAR ACCESS AND PARKING 1/30/2026
01 55 29 – CONSTRUCTION STAGING AREAS 1/30/2026
01 56 00 – TEMPORARY BARRIERS AND ENCLOSURES 1/30/2026
01 56 33 – TEMPORARY SECURITY BARRIERS AND ENCLOSURES 1/30/2026 Valencia Heritage Park

Department of Public Works 00 01 05-2 Project# P1021
City of Santa Clarita Table of Contents

01 57 00 – TEMPORARY CONTROLS 1/30/2026
01 58 00 – PROJECT IDENTIFICATION 1/30/2026
01 60 00 – PRODUCT REQUIREMENTS AND SUBSTITUTION REQUEST FORM 1/30/2026 01 60 01 – SUBSTITUTION REQUEST FORM (POST-BID) 1/30/2026 01 71 00 – EXAMINATION AND PREPARATION 1/30/2026
01 73 00 – EXECUTION 1/30/2026
01 73 29 – CUTTING AND PATCHING 1/30/2026
01 74 00 – CLEANING AND WASTE MANAGEMENT 1/30/2026
01 75 00 – STARTING AND ADJUSTING PROCEDURES 1/30/2026
01 77 00 – CONTRACT CLOSEOUT PROCEDURES 1/30/2026
01 78 23 – OPERATION AND MAINTENANCE DATA 1/30/2026
01 78 33 – PRODUCT WARRANTIES AND BONDS 1/30/2026
01 78 36 – WARRANTIES 1/30/2026
01 78 39 – PROJECT RECORD DOCUMENTS 1/30/2026
01 79 00 – DEMONSTRATION AND TRAINING 1/30/2026

DIVISION 2 – EXISTING CONDITIONS

02 00 00 – EXISTING CONDITIONS 1/30/2026
02 41 13 – SITE DEMOLITION 1/30/2026
02 58 00 – GAME COURT SURFACING STRIPING 1/30/2026
02 86 00 – TENNIS WINDSCREEN 1/30/2026

DIVISION 3 – CONCRETE

03 10 00 – CONCRETE FORMS AND ACCESSORIES 1/30/2026
03 20 00 – CONCRETE REINFORCING 1/30/2026
03 21 00 – REINFORCING STEEL 1/30/2026
03 30 00 – CAST-IN-PLACE CONCRETE 1/30/2026
03 31 10 – GAME COURT CONCRETE 1/30/2026

DIVISION 5 – METALS

05 05 23 – METAL FASTENINGS 1/30/2026

DIVISION 12 – SITE FURNISHINGS

12 93 00 – SITE FURNISHINGS 1/30/2026

DIVISION 31 – EARTHWORK
Valencia Heritage Park

Department of Public Works 00 01 05-3 Project# P1021
City of Santa Clarita Table of Contents

31 00 00 – EARTHWORK 1/30/2026
31 10 00 – SITE CLEARING 1/30/2026
31 22 00 – GRADING 1/30/2026
31 23 00 – EXCAVATION AND FILL 1/30/2026

DIVISION 32—EXTERIOR IMPROVEMENTS

32 13 13 – CONCRETE PAVING 1/30/2026
32 31 13 – CHAIN LINK FENCES AND GATES 1/30/2026
32 84 00 – LANDSCAPE IRRIGATION SYSTEM 1/30/2026 32 90 00 – PLANTING 1/30/2026

DIVISION 33—UTILITIES

33 00 00 – UTILITES 1/30/2026
33 10 00 – WATER UTILITIES 1/30/2026

END OF DOCUMENT
Department of Public Works 00 63 13-1 Project# P1021
City of Santa Clarita Project Management and Coordination

Document 00 63 13
City of Santa Clarita
Valencia Heritage Park
RFI -

REQUEST FOR

INFORMATION

To:

From:

Request for Information (RFI) No. _________

Date: __________________________________

Refer to RFI procedures specified in Section 01
26 13 - Requests for Interpretation. This RFI,
when completed, is not authorization for change
to the Contract Documents. Changes to the
Contract Documents are authorized only by
properly executed Construction Change
Directive or Change Order.

CONTRACTOR’S REQUEST FOR INFORMATION:

References in Contract Drawings and Specifications:

Drawing References: Detail Numbers _______________________________________________________________

Specification References: Section No. - Title: _____________________________________________________________

Articles / Paragraphs: _______________________________________________ Pages: _________________

Comments: ________________________________________________________________________________________

____________________________________________________________________________________________________

Submitted by: (typed name) ________________________________________ Title: _____________________________

Signed: ___________________________________________________________ Date: ________________________

ARCHITECT'S INTERPRETATION OF CONTRACT DOCUMENTS

Date of Receipt: __________________________________________ Date of Response: ______________________

From:

To:

Response: _________________________________________________________________________________________

____________________________________________________________________________________________________

For Architect: Signed ___________________________________________ Date: _____________________________

Name ____________________________________________ Title: _____________________________

 Attachments: ____________________________________________________________________________________

Department of Public Works 00 63 25-1 Project# P1021
City of Santa Clarita Project Management and Coordination

City of Santa Clarita
Valencia Heritage Park

SUBSTITUTION

REQUEST
FORM

To:

From:

Substitution Request No. __________________

Date: __________________________________

Refer to product options and substitutions
specified in Section 01 60 00 - Product
Requirements.

Summary: _________________________________________________________________________________________

___________________________________________________________________________________________________

Drawing References: Drawing Detail Numbers: ________________________________________________________

Specification References: Section No. - Title: _____________________________________________________________

Articles / Paragraphs: ______________________________________ Pages: ___________________________

Proposed Substitution: _______________________________________________________________________________

___________________________________________________________________________________________________

Proposed Manufacturer: _________________________________________ Contact: __________________________

Address: _____________________________________________________ Phone: ___________________________

Trade Name: __________________________________________________ Model No.: ________________________

History:  New product  1-4 years in market  5-10 years in market  Over 10 years in market

Similar Installations of Proposed Substitute Products: (add attachment for additional examples)

Project: ______________________________________________ Architect: ______________________________

Address: _____________________________________________ Owner: _______________________________

_____________________________________________ Date Installed: __________________________

Differences between proposed substitution and specified products: ____________________________________________

___________________________________________________________________________________________________

Describe changes to the Contract Documents necessary for proper installation, interfaces and service if the proposed substitution is accepted: ______________________________________________________________________________ ___________________________________________________________________________________________________

___________________________________________________________________________________________________

Attach complete data, including product descriptions, specifications, drawings, photographs and performance and test data adequate for evaluation of the request. Clearly annotate applicable portions of the data. Include ICC Evaluation Service (I CC ES) Evaluation Report, if applicable.

Point-by-Point comparison against detailed and specified products is attached:  MANDATORY FOR CONSIDERATION.

Attached are:  Drawings  Product Data  Samples  Test Data  Reports  ________________

Department of Public Works 00 63 25-2 Project# P1021
City of Santa Clarita Project Management and Coordination

City of Santa Clarita
Valencia Heritage Park Project

SUBSTITUTION

REQUEST
For use during Bidding FORM

The Undersigned certifies:

 Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product.

 Proposed substitution complies with applicable Codes, ordinances and standards.

 Same warranty/guarantee will be furnished for proposed substitution as for specified products.

 Same maintenance service and source of replacement parts, as applicable, are available.

 Proposed substitution will have no adverse effect on related Work and will not affect or delay progress of the Work.

 Proposed substitution does not affect dimensions and functional clearances.

 Payment will be made for changes to building design, including A/E design, detailing, and construction costs caused by the substitution.

Submitted by: (typed name) ________________________________________ Title:_______________________________________

Signed: ______________________________________________________ Date: _____________________________

ARCHITECT'S REVIEW AND ACTION

 Proposed substitution is acceptable as described in applicable Addendum to Bidding Documents. Substitution is not authorized unless included in Addendum to Bidding Documents.

 Substitution rejected - No change is authorized. Bid shall be based on specified products.

 Substitution Request received too late. Substitution rejected - No change is authorized. Bid shall be based on specified products in Bidding Documents. Substitution after execution of Contract, if requested, shall comply with require ments specified in Section 01 60 00 - Product Requirements.

For Architect: Signed ___________________________________________ Date: _____________________________

Name ____________________________________________

END OF DOCUMENT

Add attachments as noted.

Valencia Heritage Park

Department of Public Works 01 26 00-1 Project# P1021
City of Santa Clarita Contract Modification Procedures

SECTION 01 26 00

CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Administrative requirements for changes in the Work.

B. Construction Bulletins, containing:

1. Architect's Supplemental Instructions.

2. Requests for Proposal.

3. Construction Change Directives.

C. Change Orders.

D. Reconciliation of Change Orders.

1.2 RELATED DOCUMENTS AND SECTIONS

A. Agreement: Monetary values to be used in computing Change Orders.

B. General Provisions of the Contract: Governing requirements for changes in the Work, in Contract Sum and Contract Time.

C. Section 01 60 00 - Product Requirements: Product options, substitutions, omissions, and incorrect descriptions.

D. Section 01 77 00 - Contract Closeout Procedures: Project record documents.

1.3 ADMINISTRATIVE REQUIREMENTS FOR CHANGES IN THE WORK

A. Contract Requirements for Changes in the Work: Comply with provisions of the General Provisions of the Contract.

B. Administrative Requirements for Changes in the Work: All changes to approved Drawings and Specifications shall be made by Change Order and shall be subject to approval of Authority Having Jurisdiction (AHJ).

1. Comply with administrative requirements specified in this Section preparation, submission, review, and approval of changes in the Work.

2. Administrative procedures are specified for Architect's Supplemental Instructions, Construction Change Directives and Change Orders.

Valencia Heritage Park

Department of Public Works 01 26 00-2 Project# P1021
City of Santa Clarita Contract Modification Procedures

3. The Architect will prepare and issue a Bulletin on which the Architect's Supplemental Instructions, a Construction Change Directive or a Request for Proposal will be presented to the Contractor for action.

C. Responsible Person for Contractor: Submit name of the individual authorized to receive construction change documents, and who is responsible for informing others in Contractor's employ or subcontractors of changes in the Work.

D. Change Order Forms: Form as directed by Owner.

1.4 ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS

A. Architect's Supplemental Instructions:

1. Minor changes in the Work, not involving an adjustment in either the Contract Sum or Contract Time, as authorized by the General Provisions of the Contract, may be presented by the Architect using American Institute of Architects (AIA) Document G710 - Architect's Supplemental Instructions, or correspondence containing similar information.

2. Should the Architect's Supplemental Instructions result in disputed costs and time adjustments, such dispute shall be resolved in accordance with the provisions of the General Provisions of the Contract.

1.5 REQUESTS FOR PROPOSAL

A. Architect- or Owner-Initiated Requests for Proposal: Architect will prepare and issue a Request for Proposal through the Construction Manager, which will include a detailed description of a proposed change, with supplementary or revised Drawings and Specifications as appropriate.

1. Such Request for Proposal may include an estimate of additions or deductions in Contract Time and Contract Sum for executing the change and may include stipulations regarding overtime work and the period of time the requested response from the Contractor shall be considered valid.

2. Contractor shall prepare and submit a response to the Request for Proposal within 10 days of the date of the Request for Proposal.

a. Issuance of such a request by the Owner shall not indicated authorization for the Contractor to proceed with the proposed change.
b. Changes will be approved only by an approved Construction Change Directive and Change Order.

B. Contractor-Initiated Request for Proposal: The Contractor may propose a change by submitting a request for a change to Construction Manager, with a copy to Architect, describing the proposed change and its full effect on the Work, with a statement describing the reason for the change, and a full description of effects on the Contract Sum, Contract Time, related Work and work being performed under separate contracts.

1. Requests for substitutions shall be included under this category, with procedures as specified in Section 01 60 00 - Product Requirements.

Valencia Heritage Park

Department of Public Works 01 26 00-3 Project# P1021
City of Santa Clarita Contract Modification Procedures

2. After review of the request and with approval of Construction Manager, Architect will prepare a Request for Proposal, as described above.

3. Issuance of such a request by Construction Manager shall not indicated authorization for the Contractor to proceed with the proposed change.

4. Changes will be approved only by a signed Construction Change Directive or Change Order.

1.6 CONTRACTOR'S RESPONSE TO REQUESTS FOR PROPOSAL

A. Substantiating Data for Proposed Changes in Contract Sum and Contract Time: Contractor shall provide full information required for evaluation of proposed changes and to substantiate costs of changes in the Work.

1. Document each quotation for a change in Contract Sum and Contract Time, with sufficient data to allow evaluation of the quotation.

2. Upon request, provide additional data to support computations:

a. Quantities of products, labor, and equipment.
b. Taxes, insurance, and bonds.
c. Overhead and profit.
d. Justification for change in Contract Time, if claimed. e. Credit for deletions from Contract, similarly documented.

B. Cost and Time Resolution: If amounts for changes in Contract Sum and Contract Time cannot be agreed upon by Owner and Contractor, amounts shall be resolved in accordance with provisions of the General Provisions of the Contract for resolution of disputes and the following:

1. Contractor shall keep accurate records of time, both labor and calendar days, and cost of materials and equipment.

2. Contractor shall prepare and submit an itemized account and supporting data after completion of changed Work, within the time limits indicated in the General Provisions of the Contract.

3. Contractor shall provide full information as required and requested, for Owner to evaluate and substantiate proposed costs and time for the change in the Work.

4. When Owner and Contractor determine mutually-acceptable amounts for changes in Contract Sum and Contract Time, a Change Order shall be executed for these amounts.

5. Owner shall have the right to audit Contractor's invoices and bid quotations to substantiate costs for Change Orders.

C. Construction Changes Based on Stipulated Sum or Time: Based on the Contractor's response to a Request for Proposal or Construction Change Directive, Construction Manager and Architect will review the response.

1. Owner and Contractor shall negotiate a mutually acceptable adjustment in Contract Sum and Contract Time, as appropriate, prior to performance of the changed Work.

Valencia Heritage Park

Department of Public Works 01 26 00-4 Project# P1021
City of Santa Clarita Contract Modification Procedures

2. A Change Order for the stipulated amounts shall be prepared based on the stipulated sum and change in time.

D. Construction Changes Based on Unit Costs or Quantities: When the scope of a change in the Work cannot be accurately determined in advance, a Construction Change Directive shall be executed based on mutually -acceptable quantities and pre- determined unit prices. Actual costs shall be determined after completion of the Work and a Change Order for this amount shall be executed.

E. Construction Changes Based on Time and Material Costs: When the scope of a change in the Work cannot be accurately determined in advance, a Construction Change Directive shall be executed based upon an agreement that Owner will adjust the Contract Sum and the Contract Time based on actual costs and time expended by the Contractor in performance of the change.

1.7 CHANGE ORDERS

A. Change Order Preparation, General:

1. In response to each Request for Proposal or Construction Change Directive, Contractor shall submit information for review by Construction Manager and Architect, in order to confirm the scope of the proposed change and to determine the acceptable amounts, if any, for changes to be made in the Contract Sum and Contract Time.

2. In accordance with General Provisions of the Contract, the Construction Manager and Architect will review the Contractor's response to the Request for Proposal or Construction Change Directive, confirm the scope of the proposed change and determine with the Contractor the acceptable amounts, if any, for changes in the Contract Time and the Contract Sum.

3. When agreement is reached on changes, if any, in the Contract Time and the Contract Sum, the Architect will prepare a Change Order using a form as directed by Owner, with supplementary documents as necessary to describe the change and the associated costs and schedule impacts.

a. Architect will prepare Change Order documents, including drawings, specifications, and other supporting documents.
b. Owner, Construction Manager and Contractor shall sign the Change Order indicating acceptance and approval of the change.

B. Execution of Change Orders: Upon approval of the Change Order by Owner and Contractor, Contractor shall promptly execute the change in the Work.

1.8 CONSTRUCTION CHANGE DIRECTIVES

A. Construction Change Directives: In accordance with provisions of the General Provisions of the Contract, the County through the Construction Manager may direct the Contractor to proceed with a change in the Work prior to formal preparation, review, agreement, and approval of a Change Order, in order to not delay construction.

1. Architect will prepare and issue a Construction Change Directive which, when signed by the Construction Manager and the Architect, shall instruct the Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order.

Valencia Heritage Park

Department of Public Works 01 26 00-5 Project# P1021
City of Santa Clarita Contract Modification Procedures

2. Construction Change Directives shall follow procedures specified above in Article titled "CHANGE ORDERS," except that Contractor shall immediately proceed with the change upon receipt of the signed Change Directive.

3. Construction Change Directives shall be incorporated into subsequent Change Order prepared, reviewed, and approved as specified in Article above titled "CHANGE ORDERS."

4. All Construction Change Directives shall be subject to modification according to subsequent review, if required, by Authority Having Jurisdiction (AHJ).

5. Should the Construction Change Directive result in disputed costs and time adjustments, such dispute shall be resolved in accordance with the provisions of the General Provisions of the Contract.

1.9 RECONCILIATION OF CHANGE ORDERS

A. Schedule of Values: Contractor shall promptly revise the Schedule of Values and Application for Payment forms to record each authorized Change Order as a separate line item and adjustment to the Contract Sum.

B. Schedules: Contractor shall promptly revise progress schedules to reflect changes in Contract Time, revising sub-schedules to adjust time for other items of Work as may be affected by the change.

Contractor shall submit revised schedules at the next Application for Payment following approval and acceptance of the Change Order.

PART 2 - PRODUCTS

Not applicable to this Section.

PART 3 - EXECUTION

Not applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 26 13-1 Project# P1021
City of Santa Clarita Requests for Information

SECTION 01 26 13

REQUESTS FOR INFORMATION

PART 1 - GENERAL

1.1 DEFINITIONS

A. Request for Information: A document submitted by the Contractor requesting clarification of a portion of the Contract Documents, hereinafter referred to as an RFI.

1.2 CONTRACTOR'S REQUESTS FOR INFORMATION (RFIs)

A. Contractor's Requests for Information (RFIs): Should Contractor be unable to determine from the Contract Documents the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of Work is described differently at more than one place in the Contract Documents; the Contractor shall request that the Architect make an interpretation of the requirements of the Contract Documents to resolve such matters. Contractor shall comply with procedures specified herein to make Requests for Information (RFIs).

B. Submission of RFIs: RFIs shall be prepared and submitted on the form enclosed following this Section. Use appropriate form for pre- bid and post -bid inquiry. Make submission to Construction Manager with copy to Architect.

1. Forms shall be completely filled in with all required information. Incomplete forms will be rejected.

2. Submit RFIs in Adobe Acrobat Portable Document Format (PDF), as digitally completed form or scanned document. If prepared by hand, information on RFI form shall be fully legible after copying by xerographic process or scanning into PDF digital file.

3. Each RFI shall be given a discrete, consecutive number.

4. Each page of the RFI and each attachments to the RFI shall bear the Project name, Project number, date, RFI number and a descriptive title.

5. Contractor shall sign all RFIs attesting to good faith effort to determine from the Contract Documents the information requested for interpretation. Frivolous RFIs shall be subject reimbursement from Contractor to Owner for fees charged by Architect, Architect's consultants and other design professionals engaged by Owner.

C. Subcontractor-Initiated and Supplier-Initiated RFIs: RFIs from subcontractors and material suppliers shall be submitted through, be reviewed by and be attached to an RFI prepared, signed and submitted by the Contractor. RFIs submitted directly by subcontractors or material suppliers will be returned unanswered to the Contractor.

1. Contractor shall review all subcontractor- and supplier-initiated RFIs and take actions to resolve issues of coordination, sequencing, and layout of the Work.

Valencia Heritage Park

Department of Public Works 01 26 13-2 Project# P1021
City of Santa Clarita Requests for Information

2. RFIs submitted to request clarification of issues related to means, methods, techniques, and sequences of construction or for establishing trade jurisdictions and scopes of subcontracts will be returned without interpretation. Such issues are solely the Contractor's responsibility.

3. Contractor shall be responsible for delays resulting from the necessity to resubmit an RFI due to insufficient or incorrect information presented in the RFI.

D. Requested Information: Contractor shall carefully examine the Contract Documents to ensure that information sufficient for interpretation of requirements of the Contract Documents is not included.

RFIs that request interpretation of requirements clearly indicated in the Contract Documents will be returned without interpretation.

1. In all cases in which RFIs are issued to request clarification of issues related to means, methods, techniques and sequences of construction, for example, pipe and duct routing, clearances, specific locations of Work shown diagrammatically, apparent interferences and similar items, the Contractor shall furnish all information required for the Architect to analyze and/or understand the circumstances causing the RFI and prepare a clarification or direction as to how the Contractor shall proceed.

2. If information included with this type RFI by the Contractor is insufficient, the RFI will be returned unanswered.

E. Unacceptable Uses for RFIs: RFIs shall not be used for the following purposes:

1. To request approval of submittals (use procedure specified in Section 01 33 00 - Submittals Procedures).

2. To request approval of substitutions (refer to Section 01 60 00 - Product Requirements).

3. To request changes that entail change in Contract Time and Contract Sum (comply with provisions of the General Provisions of the Contract, as discussed in detail during pre-construction meeting).

4. To request different methods of performing Work than those indicated in the Contract Drawings and Specifications (comply with provisions of the General Provisions of the Contract).

F. Disputed Requirements: In the event the Contractor believes that a clarification by the Architect results in additional cost or time, Contractor shall not proceed with the Work indicated by the RFI until authorized to proceed by the Construction Manager and claims, if any, are resolved in accordance with provisions in the General Provisions of the Contract.

G. RFI Log: Contractor shall prepare and maintain a log of RFIs, and at any time requested by the Architect, the Contractor shall furnish copies of the log showing all outstanding RFIs.

H. Review Time: Architect will return RFIs to Contractor within 5 to 10 working days of receipt. RFIs received after 12:00 noon shall be considered received on the next regular working day for the purpose of establishing the start of the response period.

PART 2 - PRODUCTS

Not Applicable to this Section.

Valencia Heritage Park

Department of Public Works 01 26 13-3 Project# P1021
City of Santa Clarita Requests for Information

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 29 73-1 Project# P1021
City of Santa Clarita Schedule of Values

SECTION 01 29 73

SCHEDULE OF VALUES

PART 1 – GENERAL

1.1 SECTION INCLUDES:

A. Description
B. Format
C. Submittals
D. Substantiating Data
E. Periodic Updates

1.2 RELATED REQUIREMENTS

General Conditions – Article 41 Schedule of Values
Section 01 32 13 – Contract Schedules

1.3 INCLUDED:

A. Description

1. Provide a detailed breakdown of the agreed Contract Sums showing values allocated to each of the various parts of the Work, as specified herein and in other provisions of the Contract Documents.

2. Provide, if requested by the City Project Engineer, copies of contracts with all subcontractors and suppliers.

B. Format

1. Schedule of Values to be prepared on the table in Exhibit E Schedule of Values.

2. The Technical Specification’s Table of Contents may be used for a preliminary listing of the component parts of the Schedule of Values. Each line item shall be identified by number and title of major specifications section.

a. For each major subcontract, list products and operations of that subcontract as separate line items.

b. List direct installed value of each major item of work and each subcontracted item of work as a separate line item to serve as a basis for computing values for progress payments. Round off values to nearest dollar.

3. The schedule of values shall be provided for all lump sum bid items. The sum of the amounts for the units of work listed in the schedule of values for each lump sum bid item shall be equal to the contract lump sum price.

Contractor shall include the following breakdown of items in the schedule of values as noted in Exhibit E Schedule of Values or as otherwise requested by the Engineer.

4. Change Orders shall be individually separated and individually tracked.

Valencia Heritage Park

Department of Public Works 01 29 73-2 Project# P1021
City of Santa Clarita Schedule of Values

5. The Schedule of Values shall be the basis for the cost-loaded Contract Schedule.

6. The Schedule of Values shall not be “front-end loaded.”

C. Submittals

1. Within ten (10) calendar days of receipt of the Notice of Award submit three (3) copies of the Schedule of Values.

2. Meet with the City Project Manager and determine additional data, if any, required to be submitted. Secure the City Project Manager’s approval of the Schedule of Values prior to submitting first Application Payment.

D. Substantiating Data

1. When so required by the City Project Engineer, provide copies of the subcontracts, or other data acceptable to the City Project Engineer, substantiating the sums described.

E. Modifications

1. If the Contractor requests to modify the approved Schedule of values, he must do so in writing and state specific reasons for such modifications. Any modifications made to the approved Schedule of Values and not acknowledged by the City Project Engineer, shall be deemed unacceptable and returned to the Contractor unreviewed.

END OF SECTION

Valencia Heritage Park

Department of Public Works 01 31 00-1 Project# P1021
City of Santa Clarita Project Management and Coordination

SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Coordination of Work under Contract.

B. Pre-construction conference.

C. Construction progress meetings.

D. Pre-installation conferences.

1.2 RELATED SECTIONS

A. Section 01 10 00 - Summary of the Project: Various types of Work to be coordinated.

B. Section 01 32 00 - Construction Progress Documentation: General requirements for construction progress schedules and construction progress reports, to be reviewed at construction progress meetings.

C. Section 01 33 00 - Submittal Procedures: General requirements for submittals schedule, to be reviewed at construction progress meetings.

D. Section 01 45 00 - Quality Control: General requirements for construction quality, to be reviewed at construction progress meetings.

E. Section 01 60 00 - Product Requirements: Coordination of products, especially general requirements for system completeness and product substitutions.

1.3 COORDINATION

A. Coordination: Contractor shall coordinate the Work as stated in the General and Special Provisions of the Contract. Contractor shall also coordinate Work under the Contract with work under separate contracts by Owner’s Representative.

B. Relationship of Contract Documents: Drawings, Specifications, and other Contract Documents in the Project Manual are intended to be complementary. What is required by one shall be as if required by all. What is shown or required, or may be reasonably inferred to be required, or which is usually and customarily provided for similar work, shall be included in the Work.

C. Discrepancies in Contract Documents: In the event of error, omission, ambiguity or conflict in Drawings or Specifications, Contractor shall bring the matter to Owner’s Representative attention in a timely manner during the bidding period, for Owner's Representative’s determination and direction in accordance with provisions of the General and Special Provisions of the Contract.

D. Construction Interfacing and Coordination: Layout, scheduling and sequencing of Work shall be solely the Contractor's responsibility.

Valencia Heritage Park

Department of Public Works 01 31 00-2 Project#
P1021
City of Santa Clarita Project Management and Coordination

1. Contractor shall verify, confirm, and coordinate field measurements so that new construction correctly and accurately interfaces with conditions existing prior to construction.

2. Contractor shall bring together the various parts, components, systems, and assemblies as required for the correct interfacing and integration of all elements of Work. Contractor shall coordinate Work to correctly and accurately connect abutting, adjoining, overlapping, and related elements including work under separate contracts by Owner’s Representative, utility agencies and companies.

1.4 COORDINATION OF SUBCONTRACTS AND SEPARATE CONTRACTS

A. Superintendence of Work: Contractor shall appoint a field superintendent and a project manager, who shall directly and full time supervise and coordinate all Work of the Contract.

B. Subcontractors, Trades and Materials Suppliers: Contractor shall require all subcontractors, trades, crafts, and suppliers to coordinate their portions of Work with the Contractor's field superintendent to prevent scheduling, sequencing, dimensional and other conflicts, and omissions.

C. Coordination with Work Under Separate Contracts: Contractor shall coordinate and schedule Work under the Contract with work being performed for Project under separate contracts by Owner’s Representative, serving utilities and public agencies. Contractor shall make direct contacts with parties responsible for work of the Project under separate contracts, in order to provide timely notifications and to facilitate information exchanges.

1.5 PRE-CONSTRUCTION CONFERENCE

A. Preconstruction Conference: Construction Manager will administer the pre- construction conference for execution of Owner’s Representative- Contractor Agreement and exchange of preliminary submittals and other data.

B. Schedule: Schedule Pre- construction Conference within 10 days of construction start date established in the Notice to Proceed.

C. Location: Pre-construction conference will be held at a location as directed by Construction Manager.

1.6 SITE MOBILIZATION CONFERENCE

A. Site Mobilization Conference: Construction Manager will administer site mobilization conference for clarification of responsibilities of Owner’s Representative, other responsible design professionals and Contractor in use of site and for review of Contract administration.

B. Schedule: Site mobilization conference shall occur within 14 days of Notice to Proceed, unless otherwise directed.

C. Location: At Project site, unless otherwise directed.

D. Agenda: Site Mobilization Conference shall cover the following topics as a minimum.

Valencia Heritage Park

Department of Public Works 01 31 00-3 Project# P1021
City of Santa Clarita Project Management and Coordination

1. Special Project Procedures: Site access restrictions, if any, and requirements to avoid disruption of operations at adjoining facilities.

2. Subcontractors List: Distribute and discuss list of subcontractors and suppliers.

3. Construction Schedule: Distribute and discuss initial construction schedule and critical path sequencing of major elements of Work, including work under separate contracts by serving utility agencies and companies and Owner’s Representative.

4. Designation of Key Personnel: Contractor shall designate key personnel and provide a name and address list which includes the following.

a. Contractor: Project Manager and Superintendent.
b. Major subcontractors: Principal/Project Manager and Superintendent. c. Major materials suppliers: Contact person.

5. Project Communication Procedures: Review requirements and administrative requirements for written and oral communications.

6. Change Procedures: Review requirements and administrative procedures for Change Orders, Construction Change Directives, Architect's supplemental instructions and Contractor's Requests for Interpretation (RFI's).

7. Coordination: Review requirements for Contractor's coordination of Work; review sequence and schedule for work being performed for Owner’s Representative under separate contracts.

8. Site Access by Owner’s Representative: Review requirements and administrative procedures Contractor may wish to institute for identification and reporting purposes.

9. Permits and Fees: Review Contract requirements and review schedule and process for obtaining permits and paying fees.

10. Construction Facilities and Temporary Utilities: Designate storage and staging areas, construction office areas; review temporary utility provisions; present Owner’s Representative's requirements for use of premises.

11. Materials and Equipment: Review substitution requirements; review schedule for major equipment purchases and deliveries.

12. Testing and Inspection: Review tests and inspections to be performed by the following.

a. Independent testing and inspection agency.
b. Manufacturers and installers.
c. Serving utilities and public agencies.
d. Authorities having jurisdiction.

13. Submittals Administration: Review administrative procedures for shop drawings, product data and samples submittals and review of preliminary Submittals Schedule.

14. Project Record Documents: Review requirements and procedures for project record drawings and specifications.

Valencia Heritage Park

Department of Public Works 01 31 00-4 Project#
P1021
City of Santa Clarita Project Management and Coordination

15. Operation and Maintenance Data: Format and content of operation and maintenance manuals; instruction of Owner’s Representative's personnel.

1.7 CONSTRUCTION PROGRESS MEETINGS

A. Schedule: Project meetings shall be periodically scheduled throughout progress of the Work.

Frequency shall be as determined necessary for progress of Work. Generally, it is intended that progress meetings be held at weekly intervals during the time of the Contract.

B. Administration: Contractor shall make physical arrangements for meetings. Construction Manager will prepare agenda with copies for participants, preside at meetings, record minutes, and distribute copies within two days to Contractor, Owner’s Representative, participants, and those affected by decisions made at meetings. Every discussion item at Project meetings shall be numerically identified and carried through subsequent meeting minutes until resolved.

C. Attendance: Contractor's project manager and jobsite superintendent shall attend each meeting.

Contractor's subcontractors and suppliers may attend as appropriate to subject under discussion.

Owner’s Representative will have a representative attend each meeting. Owner’s Representative’s consultants, as appropriate to agenda topics for each meeting and as provided in Owner’s Representative Agreement, will also attend.

D. Meeting Time and Location: As mutually agreed by Construction Manager, Contractor, and Owner’s Representative, at on-site location.

E. Special Meetings: As necessary, Construction Manager may convene special meetings to discuss specific construction issues in detail and to plan specific activities.

F. Site Inspections: Field Quality Control

1. All site re-inspections due to either the site or contractor not being prepared or nonconformance with the Construction Documents shall be back-charged to the contractor. These costs shall be paid for by the contractor prior to the Design team member’s participation in any future site visits.

2. Final Review: At, or near the end of specified Landscape Maintenance Period, the contractor shall make written request for a final review and the work shall be reviewed for conformance with the Construction Documents. If work is not accepted at time of review, a punch list of it ems requiring attention will be issued to the contractor for correction. The Landscape Maintenance Period shall be extended at contractor’s sole cost as necessary. Upon completion of the punch- list the contractor shall again make written request for review. If, upon re- visiting the site, it is found that the punch list has not been completed, the review shall end and the contractor shall be back-charged for all additional visits.

1.8 PRE-INSTALLATION CONFERENCES

A. Pre-Installation Conferences: When specified in individual product specification Sections, convene a pre-installation conference prior to commencing Work specified in individual product Sections.

1. Require attendance by representatives of firms whose activities directly affect or are affected by Work specified in the Section.

Valencia Heritage Park

Department of Public Works 01 31 00-5 Project# P1021
City of Santa Clarita Project Management and Coordination

2. Review conditions of installation, preparation and installation procedures and coordination with related Work and work under separate contracts.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 32 00-1 Project# P1021
City of Santa Clarita Construction Progress Documentation

SECTION 01 32 00

CONSTRUCTION PROGRESS DOCUMENTATION

PART 1 - GENERAL

1.1 CONSTRUCTION PROGRESS SCHEDULE

A. Construction Progress Schedule: Prepare Construction Progress Schedule using scheduling software program, as acceptable to Construction Manager.

B. Format: Bar chart. Include listings in chronological order according to the start date for each activity.

1. Identify each activity with the applicable Specification Section Number.

2. Show complete sequence of construction by activity, with dates for beginning and completion of each element of construction.

3. Identify work of separate stages and other logically grouped activities.

4. Include conferences and meetings in schedule.

5. Show accumulated percentage of completion of each item, and total percentage of Work completed, as of the first day of each month.

6. Provide separate schedule of submittal dates for shop drawings, product data, and samples, owner-furnished products, Products identified under Allowances, and dates reviewed submittals will be required from Owner’s Representative. Indicate decision dates for selection of finishes.

7. Indicate delivery dates for owner-furnished products.

8. Provide legend for symbols and abbreviations used.

C. Schedule Size: When printed, 24" x 36" or width as necessary. Text shall be legible when printed and minimum 8.5 point font size.

1. Sheets shall fold neatly to multiple of 8-1/2" x 11" (216 x 280 mm) for filing.

2. Scale and spacing in content shall allow for notations and revisions.

3. Include each submitted schedule and update also in digital form for analysis and filing.

D. Recovery: If at any time project completion is ten (10) or more working days behind schedule, the Contractor shall submit a recovery schedule, subject to approval, showing how the original completion date will be met.

1.2 REVIEW AND EVALUATION OF SCHEDULE

A. Review: Participate in joint review and evaluation of schedule with Construction Manager and Architect, as necessary or requested.

Valencia Heritage Park

Department of Public Works 01 32 00-2 Project# P1021
City of Santa Clarita Construction Progress Documentation

B. Evaluation: Evaluate project status to determine Work behind schedule and Work ahead of schedule.

C. Revision: After review, revise schedule as necessary as result of review, and resubmit within 5 working days.

1.3 UPDATING CONSTRUCTION PROGRESS SCHEDULE

A. Maintenance of Construction Progress Schedule:

1. Maintain schedules to record actual start and finish dates of completed activities.

2. Indicate progress of each activity to date of revision, with projected completion date of each activity.

3. Annotate diagrams to graphically depict current status of Work.

4. Identify activities modified since previous submittal, major changes in Work, and other identifiable changes.

5. Indicate changes required to maintain Date of Completion.

6. Submit reports required to support recommended changes.

B. Narrative: Prepare and submit narrative report to define problem areas, anticipated delays, and impact on the schedule. Report corrective action taken or proposed and its effect including the effects of changes on schedules of separate contractors.

1.4 DISTRIBUTION OF SCHEDULE

A. Distribution of Schedule:

1. Distribute copies of updated schedules to Construction Manager (two copies), Owner’s Representative, Contractor's project site file, and to Subcontractors and suppliers.

2. Instruct recipients to promptly report, in writing, problems anticipated by projections shown in schedules.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 33 00-1 Project# P1021
City of Santa Clarita Submittal Procedures

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Administrative requirements for shop drawings, product data and samples submittals.

B. Administrative requirements for submittals reporting results of tests and inspections, during field Work.

C. Contractor's review of submittals.

D. Architect's review of submittals.

E. Reports of results of tests and inspections.

F. Requirements for deferred approvals.

G. Distribution of submittals after review.

1.2 RELATED SECTIONS

A. Section 01 26 00 - Contract Modification Procedures: Procedures for submitting documentation for Proposal Requests, Construction Change Directives and Change Orders.

B. Section 01 31 00 - Project Management and Coordination: Procedures for submitting and distributing meeting and conference minutes and for submitting Coordination Drawings.

C. Section 01 32 00 - Construction Progress Documentation: Procedures for submitting schedules and reports, including Contractor's Construction Schedule and the Submittals Schedule.

D. Section 01 26 13 - Requests for Information: Procedures for submitting Requests for Information (RFIs)..

E. Section 01 45 00 - Quality Control: Procedures for submitting test and inspection reports.

F. Section 01 74 19 – Construction Waste Management and Disposal: Submittals for Construction and Demolition (C&D) Waste Estimate, Construction and Demolition (C&D) Waste Management Plan and Construction and Demolition (C&D) Waste Management Reports.

G. Section 01 60 00 - Product Requirements: Procedures for submitting requests for substitutions of materials, products, equipment, and systems.

H. Section 01 77 00 - Contract Closeout Procedures: Procedures for submitting lien and bonding company releases, keys, inspection records from authorities having jurisdiction and insurance documents.

I. Section 01 78 23 - Operation and Maintenance Data: Procedures for submitting operation and maintenance manuals and documentation from instruction of City's personnel.

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City of Santa Clarita
Submittal Procedures

J. Section 01 78 33 – Warranties and Bonds : Procedures for submitting warranty and guarantee documentation.

K. Section 01 78 39 - Project Record Documents: Procedures for submitting Record Drawings, Record Specifications, and Record Product Data.

L. Divisions 2 through 33 Sections: Procedures for specific submittals specified in those Sections to be made at Contract closeout.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information that requires responsive action by Construction Manager and Architect or other responsible design professional.

B. Informational Submittals: Written information that does not require responsive action by Construction Manager and Architect or other responsible design professional.

C. Unsolicited Submittals: Action or informational submittals not required by the Contract Documents or not requested by the reviewer. Unsolicited submittals may be returned with notation "not reviewed."

D. Shop Drawings: Drawings, diagrams, schedules, and other data specifically prepared for the work by the Contractor or Subcontractor, Manufacturer, supplier, or distributor to illustrate some portion of the work. Shop drawings also include product data specifically prepared for this project and shop or plant review and test reports, when made on specific materials, products, or systems to be used in the work.

E. Product Data Submittals: Illustrations, standard schedules, performance charts, instruction, brochures, diagrams, and other information furnished by the Contractor to illustrate a material, product, or system for some portion of the work.

F. Samples: Physical examples including mock-ups that illustrate materials, equipment, or workmanship and establish standards by which the work will be judged.

1.4 SUBMITTALS FOR REVIEW BY ARCHITECT

A. Submittals for Review by Owner’s Representative:

1. Submit the following for review by Owner’s Representative and other responsible design professionals for all site amenities and when specified in Division 2 through 16 Specification Sections for review prior to acquisition and installation:

a. Product data.
b. Shop drawings.
c. Samples for selection.
d. Samples for verification.

Valencia Heritage Park

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City of Santa Clarita Submittal Procedures

2. Make submittals through Construction Manager to Owner’s Representative or other responsible design professional for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents.

3. Samples will be reviewed only for aesthetic, color, or finish selection.

4. After review, provide copies and distribute submittals as specified below.

1.5 SUBMITTALS FOR INFORMATION

A. Submittals for Information: Submit the following for information and only for Construction Manager, Owner’s Representative and other responsible design professionals when specified in Division 2 through 33 Specification Sections:

1. Design data.

2. Certificates.

3. Test reports.

4. Inspection reports.

5. Manufacturer's instructions.

6. Manufacturer's field reports.

7. Other types specified.

B. Limitation of Review: Submittals for information shall be made to inform Construction Manager, as Contract administrator, and for Owner’s Representative's information. No review action will be taken.

1.6 SUBMITTALS FOR CONTRACT CLOSEOUT

A. Submittals for Contract Closeout: Refer to Section 01 77 00 - Contract Closeout Procedures.

Submittals shall include but not be limited to those specified in Division 2 through 33 Specification Sections

1. Project record documents.

2. Operation and maintenance data.

3. Warranties.

4. Bonds.

5. Permits.

6. Unconditional Lien Waivers

7. Keys, tools, and extra materials.

Valencia Heritage Park

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City of Santa Clarita
Submittal Procedures

8. Other types as specified.

1.7 ADMINISTRATIVE REQUIREMENTS

A. Submission:

1. Include with each submittal a Letter of Transmittal, AIA Document G810 or other form containing substantially the same information, as acceptable to Owner’s Representative.

2. Deliver submittals to Owner’s Representative at Owner’s Representative's business address.

3. Schedule submittals to expedite the Project and coordinate submission of related items.

B. Submittal Preparation: Sequentially number each submittal on the Transmittal Form. Provide space for Contractor and Architect review stamps. Revise submittals with original number and a sequential alphabetic suffix. Identify:

1. Project.

2. Contractor, Subcontractor, and supplier, as applicable.

3. Pertinent Drawing and detail number, and Specification Section and Title, as appropriate, on each copy.

4. Variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work.

5. When revised for resubmission, identify all changes made since previous submission.

6. Copies, documents for review:

a. Small Size Sheets, Not Larger Than 8-1/2 x 11 inches (215 x 280 mm): Submit in Adobe Acrobat Portable Document Format (PDF), with file capable of revision with review comments of responsible design professional. Contractor shall make copies of reviewed submittals as necessary.
b. Larger Sheets, Not Larger Than 36 x 48 inches (910 x 1220 mm): Submit one printed copy and one reproducible transparency. With Architect's written permission, large sheets may be submitted in Acrobat Portable Document Format (PDF), with file capable of revision with review comments of responsible design professional. Contractor shall make copies of reviewed submittals as necessary.

7. Documents for Information: Submit three copies only.

8. Documents for Contract Closeout: Make one reproduction of submittal originally reviewed.

Submit one extra of submittals for archiving and future use by City.

Valencia Heritage Park

Department of Public Works 01 33 00-5 Project# P1021
City of Santa Clarita Submittal Procedures

C. Contractor's Review: Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information is in accordance with the requirements of the Work and Contract Documents.

D. Architect's Review Action: Owner’s Representative will not review submittals that do not bear Contractor's approval stamp and will return them without action. Owner’s Representative and, as applicable, Owner’s Representative's responsible consultant, will review each submittal, make marks to indicate corrections or modifications required, and return it.

1. After review, Owner’s Representative will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken.

2. For each submittal for review, allow 10 working days excluding delivery time from and to Contractor.

E. Unsolicited Submittals: If not required by Contract Documents or requested by Owner’s Representative, unsolicited submittals will not be recognized or processed, and will be returned to Contractor unreviewed.

F. Distribution: Owner’s Representative will transmit reviewed submittals to Contractor for further action.

Submittals with completed review actions shall be distributed by Contractor as appropriate.

1.8 PRODUCT DATA SUBMITTALS

A. Product Data Submittals: Collect information into single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.
b. Manufacturer's product specifications.
c. Manufacturer's installation instructions.
d. Standard color charts.
e. Manufacturer's catalog cuts.
f. Wiring diagrams showing factory-installed wiring.
g. Printed performance curves.
h. Operational range diagrams.
i. Mill reports.
j. Standard product operation and maintenance manuals.
k. Compliance with specified referenced standards.
l. Testing by recognized testing agency.
m. Application of testing agency labels and seals.
n. Notation of coordination requirements.

4. Submit Product Data before or concurrent with Shop Drawings and Samples.

1.9 SHOP DRAWING SUBMITTALS
Valencia Heritage Park

Department of Public Works 01 33 00-6 Project#
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City of Santa Clarita
Submittal Procedures

A. Shop Drawing Submittals: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal of Owner’s Representative's CAD Drawings are otherwise permitted.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include the following information, as applicable:

a. Dimensions.
b. Identification of products.
c. Fabrication and installation drawings.
d. Roughing-in and setting diagrams.
e. Wiring diagrams showing field-installed wiring, including power, signal, and control wiring. f. Shopwork manufacturing instructions.
g. Templates and patterns.
h. Schedules.
i. Design calculations.
j. Compliance with specified standards.
k. Notation of coordination requirements.
l. Notation of dimensions established by field measurement. m. Relationship to adjoining construction clearly indicated. n. Seal and signature of professional engineer if specified. o. Wiring Diagrams: Differentiate between manufacturer-installed and field-installed wiring.

2. Sheet Size: Except for templates, patterns, and similar full -size drawings, submit Shop Drawings on sheets at least 8- 1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm).

3. Submit Shop Drawings concurrent with Product Data and Samples.

1.10 PRODUCT DATA SUBMITTALS

A. Samples: Submit the number specified in individual specification Sections; one of which will be retained by Owner’s Representative.

1. After review, produce duplicates.

2. Retained samples will not be returned to Contractor unless specifically so stated.

1.11 CONTRACT CLOSEOUT SUBMITTALS

A. Documents Submitted at Contract Closeout: Make one reproduction of submittal originally reviewed.

Submit one extra of submittals for information. Refer to additional requirements specified in Section 01 77 00 - Contract Closeout Procedures.

PART 2 - PRODUCTS

Not Applicable to this Section.

Valencia Heritage Park

Department of Public Works 01 33 00-7 Project# P1021
City of Santa Clarita Submittal Procedures

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 35 00-1 Project# P1021
City of Santa Clarita Special Procedures

SECTION 01 35 00

SPECIAL PROCEDURES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Hazardous materials procedures.

B. Environmental protection procedures.

C. Dust and air pollution control procedures.

D. Smoke/odor control procedures.

E. Welding and burning mitigation procedures.

F. Cultural resources procedures.

1.2 RELATED SECTIONS

A. Section 01 81 13 - Sustainable Design Requirements.

B. Section 01 81 19 - Indoor Air Quality Requirements.

C. Section 01 56 00 - Temporary Barriers and Enclosures.

D. Section 01 35 43 - Environmental Procedures.

E. Section 01 57 00 - Temporary Controls.

F. Section 01 73 29 - Cutting and Patching: General requirements for procedures and limitations for cutting and patching the Work.

1.3 HAZARDOUS MATERIALS PROCEDURES

A. Identified Hazardous Materials: Hazardous materials abatement, if necessary, will be performed under separate contract by Owner’s Representative.

B. Unidentified Hazardous Materials:

1. In the event that Contractor encounters on the project site material reasonably believed to be asbestos, polychlorinated biphenyl (PCB), or other hazardous materials which have not been rendered harmless, the Contractor shall immediately stop work in the area affected and report the condition to City.

2. Work in the affected area shall not be resumed except by written agreement between Owner’s Representative and Contractor, if in fact the material is asbestos, PCB, or other hazardous materials and has not been rendered harmless.

Valencia Heritage Park

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City of Santa Clarita Special Procedures

3. Work in the affected area shall be resumed in the absence of asbestos, PCB, or other hazardous materials, or when such materials have been rendered harmless.

4. Owner’s Representative will ensure that the identified hazardous waste and/or hazardous materials are handled and disposed in the manner specified by the State of California Hazardous Substances Control Law (Health and Safety Code Division 20, Chapter 6.5).

1.4 "HOT WORK" PROCEDURES

A. "Hot Work" Procedures: When Work involves welding, soldering, heating, and other activities involving production of sparks or use of open flame, Contractor shall apply to Construction Manager for "Hot Work" permit, using form and following procedures as directed by Construction Manager.

1. Provide a fire watch for minimum of 30 minutes after welding, soldering, and heating stops.

2. Provide heat and flame protection for all adjacent surfaces.

1.5 ENVIRONMENTAL PROTECTION PROCEDURES

A. Hazardous Materials: See Article below titled "HAZARDOUS MATERIALS PROCEDURES" and requirements specified in Section 01 35 43 - Environmental Procedures.

1. Except as otherwise specified, in the event the Contractor encounters on the site material reasonable believed to be asbestos, polychlorinated biphenyl (PCB), or other hazardous materials which have not been rendered harmless, the Contractor shall immediately stop Work in the area affected and report the condition in writing to Construction Manager.

2. Work in affected areas shall not thereafter be resumed except by written agreement of the Owner’s Representative and Contractor if in fact the material is asbestos, PCB, or other hazardous materials and has not been rendered harmless.

3. Work in affected areas shall be resumed in the absence of asbestos, PCB, or other hazardous materials, or when such materials have been rendered harmless.

B. Protection of Natural Resources: It is intended that the natural resources within the Project boundaries and outside the limits of permanent work performed under this Contract be preserved in their existing condition or be restored to an equivalent or improved condition upon completion of the work.

1. Confine construction activities to areas defined by the public roads, easements, and work area limits shown on the drawings.

2. Return construction areas to their pre- construction elevations except where surface elevations are otherwise noted to be changed.

3. Maintain natural drainage patterns. Conduct construction activities such that ponding of stagnant water conducive to mosquito breeding habitat will not occur at any time.

C. Land Resources Protection: Do not remove, cut, deface, injure, or destroy trees or shrubs outside the work area limits. Do not remove, deface, injure, or destroy trees within the Project area without Valencia Heritage Park

Department of Public Works 01 35 00-3 Project# P1021
City of Santa Clarita Special Procedures

permission from Construction Manager. Such improvements shall be removed and replaced, if required, by the Contractor at no change in Contract Time and Contract Sum.

D. Landscaping Protection: Protect trees that are located near the limits of Project area which may possibly be defaced, bruised or injured or otherwise damaged by the Contractor's operations. No ropes, cables or guys shall be fastened to or be attached to any existing nearby trees or shrubs for anchorages. Refer to additional requirements specified in Section 01 56 00 - Temporary Barriers and Enclosures.

1. Pruning: Refer to Section 01 56 00 - Temporary Barriers and Enclosures

2. Excavations around trees: Refer to Section 01 56 00 - Temporary Barriers and Enclosures

3. Repair and restoration: Repair or replace trees or other landscape feature scarred or damaged by equipment or construction operations as specified below. Repair and restoration plan shall be reviewed and approved by Construction Manager prior to its initiation.

E. Temporary Construction:

1. Remove all signs of temporary construction facilities such as haul roads, work areas, structures, foundations of temporary structures, stockpiles of excess or waste materials, or any other vestiges of construction as directed by the Construction Manager.

2. Level all temporary roads, parking areas and any other areas that have become compacted or shaped.

3. Unpaved areas where vehicles have been operated shall receive suitable surface treatment or shall be periodically wetted down to prevent construction operations from producing dust damage and nuisance to persons and property, at no change in Contract Time and Contract Sum.

4. Keep haul roads clear at all times of any object which creates an unsafe condition. Promptly remove any contaminants or construction materials dropped from construction vehicles. Do not drop mud and debris from construction equipment on public streets. Sweep clean turning areas and pavement entrances, as necessary.

F. Water Resources: Comply with all applicable Federal, State, and local Codes, ordinances, statutes, and regulations pertaining to discharge (directly or indirectly) of pollutants to underground and natural waters.

1. Perform all Work under the Contract in a manner that any adverse environmental impacts are reduced to a level that is acceptable to Construction Manager and authorities having jurisdiction.

2. Refer to Division 2 - Site Construction, earthwork Sections, and Civil Drawings for specific requirements on control of stormwater and disposal of water from dewatering activities.

G. Oily Substances: At all times, special measures shall be taken to prevent oily or other hazardous substances from entering the ground, drainage areas or local bodies of water in such quantities as to affect normal use, aesthetics or produce a measurable impact upon the areas. All soil or water that is contaminated with oily substances due to Contractor's operations shall be disposed of in accordance with applicable regulations, at no change in Contract Time and Contract Sum.

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Department of Public Works 01 35 00-4 Project# P1021
City of Santa Clarita Special Procedures

1.6 DUST AND AIR POLLUTION CONTROL PROCEDURES

A. Dust and Air Pollution Control Procedures, General: Employ measures to prevent or minimize creation of dust and air pollution. Contractor shall appoint a dust control monitor to oversee and implement all measures specified in this Article.

1. Unpaved areas shall be wetted down, to eliminate dust formation, a minimum of twice a day to reduce particulate matter. When wind exceeds 15 mph, site shall be watered down more frequently.

2. Store all volatile liquids, including fuels or solvents in closed containers.

3. No on-site burning of debris, lumber and other scrap shall be permitted.

4. Properly maintain equipment to reduce gaseous pollutant emissions.

5. Exposed areas, new driveways and sidewalks shall be seeded, treated with soil binders, or paved as soon as possible.

6. Cover stockpiles of soil, sand, and other loose materials.

7. Cover trucks hauling soil, debris, sand, or other loose materials.

8. Sweep project area streets at least once daily. Refer to Section 01 74 00-Cleaning and Waste Management

1.7 SMOKE/ODOR CONTROL PROCEDURES

A. Smoke/Odor Control: Protect primary fresh air intakes to existing buildings from exhaust from internal combustion engines, paint and solvent fumes and other noxious fumes and vapors.

1. Implement control methods such as snorkels from engines exhausts to 50 feet away from air intakes. Provide carbon filters on air intakes as necessary, including periodic replacement of filters to ensure effectiveness.

2. All other activities generating fumes shall be limited to minimum distance of 50 feet from air intake grilles.

3. If fume-generating procedures must occur within 50 feet of an air intake, Contractor shall do the following:

a. Notify Construction Manager at least 14 days in advance of such activities. b. Perform Work when it least impacts the Owner (evenings, weekends, or particularly windy days).
c. Provide carbon filter media, plastic barriers, or other control methods to ensure fresh air only enters into the building ventilation system.

B. Non-Smoking Site: Make project site a non- smoking environment except for designated smoking area.

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1. Locate designated smoking area minimum 25 feet from structures.

2. Materials to be installed within building envelope shall be stored minimum 25 feet from designated smoking area.

1.8 CULTURAL RESOURCES PROCEDURES

A. Cultural Resources Procedures:

1. Project does not encroach upon known archaeological sites. However, it is conceivable that unrecorded archaeological sites could be discovered during construction.

2. In the event that artifacts, human remains, or other cultural resources are discovered during subsurface excavations at locations of the Work, the Contractor shall protect the discovered items, cease work for a distance of 35 feet radius in the area, notify the Construction Manager and Owner’s Representative and comply with applicable laws.

3. Owner may retain an Archaeologist to monitor and recover data and artifacts during period that work has ceased.

4. All items found which are considered to have archaeological significance are the property of the Owner.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 35 43-1 Project# P1021
City of Santa Clarita Environmental Procedures

SECTION 01 35 43

ENVIRONMENTAL PROCEDURES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Section includes:

1. Special requirements for environmental management during construction operations.

2. Monitoring requirements.

1.2 RELATED SECTIONS

A. Section 01 31 00 - Project Management and Coordination: Environmental Manager and Contractor training requirements.

B. Section 01 45 00 - Quality Control: Meetings and project coordination regarding quality.

C. Section 01 74 19 - Construction Waste Management and Disposal: Accumulation and disposal of waste materials, including recycling requirements.

D. Section 01 56 00 - Temporary Barriers and Enclosures: Protection of existing landscaping

E. Section 31 20 00 - Earth Moving: Dust control.

1.3 DEFINITIONS

A. Definitions pertaining to sustainable development: As defined in ASTM E 2114.

B. Environmental pollution and damage: The presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances; or degrade the utility of the environment for aesthetic, cultural, or historical purposes.

1.4 PRECONSTRUCTION MEETING

A. Preconstruction Meeting: After award of Contract and prior to the commencement of the Work, schedule and conduct meeting attended by Owner’s Representative, Construction Manager, and Contractor to discuss the proposed Environmental Protection Plan and to develop mutual understanding relative to details of environmental protection. Coordinate with Section 01 31 00 - Project Management and Coordination.

1. Schedule meeting in conjunction with preconstruction meeting for Environmental Regulatory Requirements.

2. Verify procedures and requirements necessary to ensure implementation of Environmental Protection Plan is coordinated with applicable environmental regulatory requirements.

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Department of Public Works 01 35 43-2 Project# P1021
City of Santa Clarita Environmental Procedures

1.5 SUBMITTALS

A. Environmental Protection Plan: Not less than 10 days before the Pre-construction meeting, prepare and submit an Environmental Protection Plan.

1. Format: At a minimum, address the following elements:

a. Identification of Project.
b. Identification and contact information for Environmental Manager. c. General site information.
d. Summary of Plan.
e. Procedures to address water resources.
f. Procedures to address land resources.
g. Procedures to address air resources.
h. Procedures to address fish and wildlife resources.
i. Monitoring procedures.

2. Revise and resubmit Plan as required by Construction Manager.

a. Approval of Contractor's Plan will not relieve the Contractor of responsibility for compliance with applicable environmental regulations.

B. Reports for Field Quality Control.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

3.1 ENVIRONMENTAL PROTECTION

A. Protection of Natural Resources: Comply with applicable regulations and these specifications.

Preserve the natural resources within the Project boundaries and outside the limits of permanent Work performed under this Contract in their existing condition or restore to an equivalent or improved condition as approved by Construction Manager.

1. Demolition: Confine demolition and construction activities to work area limits indicated on the Drawings or, if not indicated, maximum 40 feet beyond the building perimeter, 10 feet beyond solid paving, and 25 feet beyond pervious paving. Dispose of demolished and waste materials that are not identified to be salvaged, recycled, or reused in accordance with Section 01 74 19 - Construction Waste Management and Disposal and the following:

a. Remove debris, rubbish, and other waste materials resulting from demolition and construction operations, from site.
b. Do not burn construction and demolition waste.
c. Transport materials with appropriate vehicles and dispose off -site to areas that are approved for disposal by governing authorities having jurisdiction.

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d. Avoid spillage by covering and securing loads when hauling on or adjacent to public streets or highways. Remove spillage and sweep, wash, or otherwise clean project site, streets, or highways.

2. Water resources: Protect groundwater resources from contaminants.

a. Comply with requirements of the National Pollutant Discharge Elimination System (NPDES) and the State Pollutant Discharge Elimination System (SPDES). b. Oily substances: Prevent oily or other hazardous substances from entering the ground, drainage areas, or local bodies of water.
1) Store and service construction equipment at areas designated for collection of oil wastes.
c. Mosquito abatement: Prevent ponding of stagnant water conducive to mosquito breeding habitat.
d. Prevent run-off from site during demolition and construction operations.

3. Land resources: Prior to construction, identify land resources to be preserved within the Work area. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and landforms without permission from Construction Manager.

a. Conserve distinctive geological features and character. b. Earthwork: As specified in Section 31 20 00 - Earth Moving and as follows:
1) Erodible soils: Plan and conduct earthwork to minimize the duration of exposure of unprotected soils, except where the constructed feature obscures borrow areas, quarries, and waste material areas. Clear areas in reasonably sized increments only as needed to use the areas developed. Form earthwork to final grade as shown.

Immediately protect side slopes and back slopes upon completion of rough grading. 2) Delineate work zones so as to restrict compaction of soil elsewhere. 3) Delineate buffer zones around naturally moist areas. 4) Erosion and sedimentation control devices: Construct or install temporary and permanent erosion and sedimentation control features as required. c. Tree and plant protection: Refer to Section 01 56 00 – Temporary Barriers and Enclosures:
1) Prior to start of construction, tag each tree and plant scheduled to remain with value as approved by Construction Manager. In the event of damage to tree or plant, Construction Manager may at Owner 's Representative’s discretion, deduct the indicated value of the damaged tree or plant from the Contract Sum.

4. Air Resources: Comply with IAQ Management Plan and as follows:

a. Prevent creation of dust, air pollution, and odors.
b. Sequence construction to avoid disturbance to site to the greatest extent possible. c. Use mulch, water sprinkling, temporary enclosures, and other appropriate methods to limit dust and dirt rising and scattering in air to lowest practical level. 1) Do not use water when it may create hazardous or other adverse conditions such as flooding and pollution.
d. Store volatile liquids, including fuels and solvents, in closed containers. e. Properly maintain equipment to reduce gaseous pollutant emissions.

5. Fish and Wildlife Resources: Manage and control construction activities to minimize interference with, disturbance of, and damage to fish and wildlife.

a. Do not disturb fish and wildlife.

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b. Do not alter water flows or otherwise significantly disturb the native habitat related to the project and critical to the survival of fish and wildlife, except as indicated or specified. c. Identify and conserve wildlife corridors that intersect the site.

3.2 FIELD QUALITY CONTROL

A. Field Quality Control, General:

1. Comply with requirements of agencies having jurisdiction and as specified herein.

2. Provide field practices, shipping, and handling of samples in accordance with ASTM D 4840.

B. Field Quality Control Reports: Provide in accordance with approved Environmental Protection Plan.

END OF SECTION
Heritage Valencia Park

Department of Public Works 01 41 00-1 Project# P1021
City of Santa Clarita Regulatory Requirements

SECTION 01 41 00

REGULATORY REQUIREMENTS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Codes, ordinances, laws, and regulations applicable to Work under the Contract.

1.2 AUTHORITY AND PRECEDENCE OF CODES, ORDINANCES AND STANDARDS

A. Authority: All codes, ordinances and standards referenced in the Drawings and Specifications shall have the full force and effect as though printed in their entirety in the Specifications.

B. Precedence:

1. Where specified requirements differ from the requirements of applicable codes, ordinances and standards, the more stringent requirements shall take precedence.

2. Where the Drawings or Specifications require or describe products or execution of better quality, higher standard or greater size than required by applicable codes, ordinances and standards, the Drawings and Specifications shall take precedence so long as such increase is legal.

3. Where no requirements are identified in the Drawings or Specifications, comply with all requirements of applicable codes, ordinances and standards of authorities having jurisdiction.

1.3 APPLICABLE CODES, LAWS, AND ORDINANCES

A. Applicable Codes, Laws, and Ordinances: As listed below. Refer also to Section 01 10 00 - Summary of the Project regarding permits and licenses.

B. Building Codes:

1. Performance of the Work shall meet or exceed the minimum requirements of (latest version) of California Code of Regulations (CCR), Title 24, including the following:

a. CCR Title 24, Part 1: 2010 California Building Standards Administrative Code. b. CCR Title 24, Part 2: 2010 California Building Code (CBC), consisting of 2009 International Building Code (IBC) Volumes 1 through 3, with State of California Amendments. c. CCR Title 24, Part 3: 2010 California Electrical Code (CEC); consisting of 2008 National Fire Protection Association (NFPA) 70 - National Electrical Code (NEC), with State of California Amendments.
d. CCR Title 24, Part 4: 2010 California Mechanical Code (CMC); consisting of 2009 Uniform Mechanical Code (UMC) with State of California Amendments. e. CCR Title 24, Part 5: 2010 California Plumbing Code (CPC); consisting of 2009 Uniform Plumbing Code (UPC) with State of California Amendments. f. CCR Title 24, Part 6: 2010 California Energy Code.
g. CCR Title 24, Part 9: 2010 California Fire Code (CFC); consisting of 2009 International Fire Code (IFC) with State of California Amendments.
h. CCR Title 24, Part 11: 2010 California Green Building Standards Code (CALGreen Code).

Heritage Valencia Park

Department of Public Works 01 41 00-2 Project# P1021
City of Santa Clarita Regulatory Requirements

i. CCR Title 24, Part 12: 2010 California Referenced Standards Code.

2. Performance of the Work shall also comply with applicable requirements of current editions of California Code of Regulations (CCR) as follows:

a. CCR Title 8 - Industrial Relations.
b. CCR Title 19 - Public Safety.
c. CCR Title 22 - Social Security.

3. As applicable, performance of the Work shall comply with requirements of the following standards, in compliance with California Building Code (CBC) Section 3504.1:

a. NFPA 72 - National Fire Alarm Code, with State of California Amendments. Note: See UL Standard 1971 for "Visual Device."
b. NFPA 253 - Critical Radiant Flux of Floor Covering Systems. c. NFPA 13 - Standard for the Installation of Sprinkler Systems.

4. References on the Drawings or in the Specifications to "code", "Code" or "building code" similar terms, not otherwise identified, shall mean the codes specified above, together with all additions, amendments, changes, and interpretations adopted by code authorities of the jurisdiction having authority over the Project.

5. The applicable edition of all codes shall be that adopted at the time of issuance of permits by the Authority Having Jurisdiction (AHJ).

C. Date of Laws and Ordinances: The applicable date of laws and ordinances shall be that of the date of performance of the Work.

1. Work shall be accomplished in conformance with all applicable laws, ordinances, rules, and regulations of Federal, State, County, City, County and special district agencies and jurisdictions having authority over the Project.

2. Performance of the Work shall be accomplished in conformance with all rules and regulations of public utilities, utility districts and other agencies serving the facility.

3. Where such laws, ordinances, rules, and regulations require more care or greater time to accomplish Work, or require better quality, higher standards or greater size of products, Work shall be accomplished in conformance to such requirements with no change to the Contract Time and Contract Sum, except where changes in laws, ordinances, rules, and regulations occur subsequent to the execution date of the Agreement.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 42 13-1 Project# P1021
City of Santa Clarita Reference Standards and Abbreviations

SECTION 01 42 13

REFERENCE STANDARDS AND ABBREVIATIONS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Use of references in Drawings and Specifications, including requirements for copies of reference standards at Project site.

B. Definitions of terms used in Specifications and Drawings, including abbreviations, acronyms, names, and terms which may be used in Specifications.

1.2 RELATED SECTIONS

A. Section 01 41 00 - Regulatory Requirements: Identification of applicable building Code and other codes, ordinances, and regulations applicable to performance of the Work.

1.3 USE OF REFERENCES

A. References: The Drawings and Specifications contain references to various standards, standard specifications, codes, practices and requirements for products, execution, tests, and inspections.

These reference standards are published and issued by the agencies, associations, organizations, and societies listed in this Section or identified in individual product specification Sections.

1. Wherever term "Agency" occurs in referenced Standard Specifications, it shall be understood to mean Master Builder / Owner for purposes of the Contract.

2. Wherever term "Engineer" occurs in referenced Standard Specifications, it shall be understood to mean Architect for purposes of the Contract.

3. Standard Specifications shall be as amended and adopted by the jurisdiction in which the Project is located.

4. Where reference is made to Standard Details, such reference shall be to the Standard Details accompanying the Standard Specifications, as amended and adopted by the jurisdiction in which the Project is located.

B. Relationship to Drawings and Specifications: Such references are incorporated into and made a part of the Drawings and Specifications to the extent applicable.

C. Referenced Grades Classes and Types: Where an alternative or optional grade, class or type of product or execution is included in a reference but is not identified on the Drawings or in the Specifications, provide the highest, best, and greatest of the alternatives or options for the intended use and prevailing conditions.

D. Copies of Reference Standards: Reference standards are not furnished with the Drawings and Specifications because it is presumed that the Contractor, subcontractors, manufacturers, suppliers, trades, and crafts are familiar with these generally recognized standards of the construction industry.

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City of Santa Clarita Reference Standards and Abbreviations

E. Job Site Copies:

1. Contractor shall obtain and maintain at the Project site copies of reference standards identified on the Drawings and in the Specifications in order to properly execute the Work.

2. At a minimum, the following shall be readily available at the site, as applicable to the Work:

a. Local and State Building Codes: As referenced in Section 01 41 00 - Regulatory Requirements.
b. Safety Codes: Occupational Safety and Health Act (OSHA) regulations and State of California, California Administrative Code, California Code of Regulations (CCR), Title 8 - Industrial Relations, Chapter 4, Subchapter 7, General Industry Safety Orders (Cal-OSHA), to extent applicable to the Work.
c. General Standards: California Reference Standards Code, as amended and adopted by authorities having jurisdiction for use with California Building Code (CBC), Underwriters Laboratories, Inc. (UL) Building Products Listing, Factory Mutual Research Organization (FM) Approval Guide and American Society for Testing and Materials (ASTM) Standards in Building Codes, and American National Standards Institute (ANSI) standards. d. Fire and Life Safety Standards: All referenced standards pertaining to fire rated construction and exiting.
e. Common Materials Standards: American Concrete Institute (ACI), American Institute of Steel Construction (AISC), American Welding Society (AWS), Gypsum Association (GA), National Fire Protection Association (NFPA), Tile Council of America (TCA) and Woodwork Institute of California (WIC) standards to the extent referenced within the Contract Specifications.
f. Research Reports: ICC Evaluation Service, Inc. (ICC ES) Research and Evaluation Reports, for products not in conformance to prescribed requirements stated in Building Code.
g. Product Listings: Approval documentation, indicating approval of authorities having jurisdiction for use of product within the applicable jurisdiction. h. Standard Specifications: Standard Specifications for Public Works Construction (SSPWC), commonly known as "The Greenbook".

F. Edition Date of References:

1. When an edition or effective date of a reference is not given, it shall be understood to be the current edition or latest revision published as of the date indicated on the Drawings and Specifications.

2. All amendments, changes, errata, and supplements as of the effective date shall be included.

G. ASTM and ANSI References: Specifications and Standards of the ASTM International (formerly American Society for Testing and Materials) (ASTM) and the American National Standards Institute (ANSI) are identified in the Drawings and Specifications by abbreviation and number only and may not be further identified by title, date, revision, or amendment. It is presumed that the Contractor is familiar with and has access to these nationally - and industry -recognized specifications and standards.

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Department of Public Works 01 42 13-3 Project# P1021
City of Santa Clarita Reference Standards and Abbreviations

1.4 DEFINITIONS OF TERMS

A. Basic Contract Definitions: Words and terms governing the Work are defined in the General Provisions of the Contract.

B. Words and Terms Used on Drawings and in Specifications: Additional words and terms may be used in the Drawings and Specifications and are defined as follows:

1. "Allowances:" The allocation of funds for items in the bid schedule for the purpose of identification and budgeting of work where quantities and/or costs are unknown at the time of bidding. If the allowance is either greater or less than the allowance, the contract price shall be increased or decreased accordingly upon proof of the amount expended by the Contractor.

Allowances shall include all of the costs of materials, fixtures, or equipment and all costs of delivery, handling, and installations. Contractor shall make no claim for additional compensation because of any increase, decrease or elimination of any allowance item.

2. "Applicable:" As appropriate for the particular condition, circumstance or situation.

3. "Approve(d):" Approval action shall be limited to the duties and responsibilities of the party giving approval, as stated in the General Provisions of the Contract. Approvals shall be valid only if obtained in writing and shall not apply to matters regarding the means, methods, techniques, sequences, and procedures of construction. Approval shall not relieve the Contractor from responsibility to fulfill Contract requirements.

4. "And/or:" If used, shall mean that either or both of the items so joined are required.

5. "Deletable:" The Bid Schedule consists of deletable bid items. Deletable bid items are considered part of the Bidder’s Base bid but are items of work that may or may not be deleted from the total Contract amount awarded as progression of the work proceeds for the project. No allowance for any costs will be considered for work deleted in its entirety.

6. "Directed:" Limited to duties and responsibilities of the Construction Manager or Owner’s Representative as stated in the General Provisions of the Contract, meaning "as instructed by Construction Manager or Owner’s Representative, in writing, regarding matters other than the means, methods, techniques, sequences and procedures of construction. Terms such as "directed", "requested", "authorized", "selected", "approved", "required", and "permitted" mean "directed by Construction Manager or Owner’s Representative", "requested by the Construction Manager or Owner’s Representative", and similar phrases. No implied meaning shall be interpreted to extend the responsibility of the Construction Manager, Owner’s Representative, or other responsible design professional into the Contractor's supervision of construction.

7. "Equal" or "Equivalent:" As determined by Owner’s Representative or other responsible design professional as being equivalent, considering such attributes as durability, finish, function, suitability, quality, utility, performance and aesthetic features.

8. "Furnish:" Means "supply and deliver, to the Project site, ready for unloading, unpacking, assembly, installation, and similar operations."

9. "Indicated:" The term indicated refers to graphic representations, notes, or schedules on the Drawings, or other Paragraphs or Schedules in the Specifications, and similar requirements in Valencia Heritage Park

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City of Santa Clarita Reference Standards and Abbreviations

the Contract Documents. Terms such as "shown", "noted", "scheduled", and "specified" are used to help the reader locate the reference. There is no limitation on location.

10. "Install:" Describes operations at the Project site including the actual unloading, unpacking, assembly, erection, placing, anchoring, applying, working to dimension, finishing, curing, protecting, cleaning and similar operations.

11. "Installer:"

a. "Installer" refers to the Contractor or an entity engaged by the Contractor, as an employee, subcontractor, or sub- subcontractor for performance of a particular construction activity, including installation, erection, application, and similar operations. Installers are required to be experienced in the operations they are engaged to perform.

b. "Experienced Installer:" The term "experienced," when used with "installer" means having a minimum of 5 previous Projects similar in size to this Project, knowing the precautions necessary to perform the Work, and being familiar with requirements of authorities having jurisdiction over the Work.

12. "Job Site:" Same as site.

13. "Necessary:" With due considerations of the conditions of the Project and as determined in the professional judgment of the Owner’s Representative or other responsible design professional as being necessary for performance of the Work in conformance with the requirements of the Contract Documents, but excluding matters regarding the means, methods, techniques, sequences, and procedures of construction.

14. "Noted:" Same as "Indicated."

15. "Per:" Same as "in accordance with," "according to" or "in compliance with."

16. "Products:" Material, system, or equipment.

17. "Project Site:" Same as "Site."

18. "Proper:" As determined by the Owner’s Representative or other responsible design professional as being proper for the Work, excluding matters regarding the means, methods, techniques, sequences, and procedures of construction, which are solely the Contractor's responsibility to determine.

19. "Provide:" Means "furnish and install, complete and ready for the intended use."

20. "Regulation:" Includes laws, ordinances, statutes and lawful orders issued by authorities having jurisdiction, as well as and rules, conventions and agreements within the construction industry that control performance of the Work.

21. "Required:" Necessary for performance of the Work in conformance with the requirements of the Contract Documents, excluding matters regarding the means, methods, techniques, sequences and procedures of construction, such as:

a. Regulatory requirements of authorities having jurisdiction.

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City of Santa Clarita Reference Standards and Abbreviations

b. Requirements of referenced standards.
c. Requirements generally recognized as accepted construction practices of the locale. d. Notes, schedules, and graphic representations on the Drawings. e. Requirements specified or referenced in the Specifications. f. Duties and responsibilities stated in the Bidding and Contract Requirements.

22. "Scheduled:" Same as "Indicated."

23. "Selected:" As selected by Construction Manager, Owner’s Representative, or other responsible design professional from the full selection of the manufacturer's products, unless specifically limited in the Contract Documents to a particular quality, color, texture or price range.

24. "Shown:" Same as "Indicated."

25. "Site:" Same as "Site of the Work" or "Project Site;" the area or areas or spaces occupied by the Project and including adjacent areas and other related areas occupied or used by the Contractor for construction activities, either exclusively or with others performing other construction on the Project. The extent of the Project Site is shown on the Drawings, and may or may not be identical with the description of the land upon which the Project is to be built.

26. "Supply:" See "Furnish."

27. "Testing Laboratory" or "Testing Laboratories:" Same as "Testing and Inspection Agency."

28. "Testing and Inspection Agency:" An independent entity engaged to perform specific inspections or tests, at the Project Site or elsewhere, and to report on, and, if required, to interpret, results of those inspections or tests.

1.5 ABBREVIATIONS, ACRONYMS, NAMES AND TERMS, GENERAL

A. Abbreviations, Acronyms, Names and Terms: Where acronyms, abbreviations, names, and terms are used in the Drawings, Specifications, or other Contract Documents, they shall mean the recognized name of the trade association, standards generating organization, authority having jurisdiction or other entity applicable.

B. Abbreviations, General: The following are commonly used abbreviations which may be found on the Drawings or in the Specifications:

AC or ac Alternating current, air conditioning or asphaltic concrete (depending upon context)
AMP or amp Ampere
C Celsius
CFM or cfm Cubic feet per minute
CM or cm Centimeter
CY or cy Cubic yard
DC or dc Direct current
DEG or deg Degrees
F Fahrenheit
FPM or fpm Feet per minute
FPS or fps Feet per second
FT or ft Foot or feet
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City of Santa Clarita Reference Standards and Abbreviations

Gal or gal Gallons
GPM or gpm Gallons per minute
IN or in Inch or inches
Kip or kip Thousand pounds
KSI or ksi Thousand pounds per square inch
KSF or ksf Thousand pounds per square foot
KV or kv Kilovolt
KVA or kva Kilovolt amperes
KW or kw Kilowatt
KWH or kwh Kilowatt hour
LBF or lbf Pounds force
LF or lf Lineal foot
M or m Meter
MPH or mph Miles per hour
MM or mm Millimeter
PCF or pcf Pounds per cubic foot
PSF or psf Pounds per square foot
PSI or psi Pounds per square inch
PSY or psy Per square yard
SF or sf Square foot
SY or sy Square yard
V or v Volts

C. Abbreviations and Acronyms for Industry Organizations: Where abbreviations and acronyms are used in Specifications or other Contract Documents, they shall mean the recognized name of the entities indicated in Gale Research's "Encyclopedia of Associations" or in Columbia Books' "National Trade & Professional Associations of the U.S."

D. Undefined Abbreviations, Acronyms, Names and Terms: Words and terms not otherwise specifically defined in this Section, in the Instructions to Bidders, in the General Provisions of the Contract, on the Drawings or elsewhere in the Specifications, shall be as customarily defined by trade or industry practice, by reference standard and by specialty dictionaries such as the following:

1. Dictionary of Architecture and Construction, Fourth Edition (Cyril M. Harris, McGraw -Hill Book Company, 2005).

2. Encyclopedia of Associations, published by Gale Research Co., commonly available in public libraries.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 45 00-1 Project# P1021
City of Santa Clarita Quality Control

SECTION 01 45 00

QUALITY CONTROL

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Regulatory requirements for testing and inspection.

B. Quality of the Work.

C. Contractor's quality control – Review / Inspection of construction.

D. Inspections and tests, including those by authorities having jurisdiction, independent testing and inspection agency or agencies, serving utilities and product manufacturers.

E. Contractor's responsibilities for observations, inspections, and tests.

1.2 RELATED SECTIONS

A. Section 01 31 00 - Project Management and Coordination: Coordination of Work under Contract.

B. Section 01 41 00 - Regulatory Requirements: Compliance with applicable codes, ordinances, and standards.

C. Section 01 33 00 - Submittal Procedures: Administrative requirements for submission of results of tests and inspections.

D. Section 01 60 00 - Product Requirements: Product options, substitutions, transportation and handling requirements, storage and protection requirements, and system completeness requirements.

1.3 REGULATORY REQUIREMENTS FOR TESTING AND INSPECTION

A. Regulatory Requirements for Testing and Inspection: Inspections, testing and approvals required by the Authority Having Jurisdiction (AHJ). Refer also to Section 01 41 00 - Regulatory Requirements.

1. Title 24, California Code of Regulations (CCR), Part 1, California Building Code (CBC).

2. Title 24, California Code of Regulations (CCR), Part 2 - California Building Code (CBC).

1.4 QUALITY OF THE WORK

A. Quality of Products: Unless otherwise indicated or specified, all products shall be new, free of defects and fit for the intended use.

B. Quality of Installation: All Work shall be produced plumb, level, square and true, or true to indicated angle, and with proper alignment and relationship between the various elements.

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City of Santa Clarita Quality Control

C. Protection of Existing and Completed Work: Contractor shall take all measures necessary to preserve and protect existing and completed Work free from damage, deterioration, soiling and staining, until acceptance of the Work by Owner through Construction Manager.

D. Standards and Code Compliance and Manufacturer's Instructions and Recommendations: Unless more stringent requirements are indicated or specified, comply with manufacturer's instructions and recommendations, reference standards and building code research report requirements in preparing, fabricating, erecting, installing, applying, connecting, and finishing Work.

E. Deviations from Standards and Code Compliance and Manufacturer's Instructions and Recommendations: Document and explain all deviations from reference standards and building code research report requirements and manufacturer's product installation instructions and recommendations, including acknowledgement by the manufacturer that such deviations are acceptable and appropriate for the Project.

1.5 CONTRACTOR'S QUALITY CONTROL

A. Contractor's Qualifications: Contractor and all subcontractors shall be licensed by State of California, Contractors License Board, to perform Work required by the Contract Documents. In addition, current specialty certifications, approvals and licenses of building product manufacturers shall be held by those performing the Work, as applicable.

1. Contractor shall employ highly skilled and trained craftpersons together with such other employees as required by applicable laws, rules, and ordinances.

2. Each craft shall be under constant supervision by qualified foreman or other designated supervisor to ensure that Work performed is of highest quality.

B. Contractor's Quality Control: Contractor shall ensure that products, services, workmanship, and site conditions comply with requirements of the Drawings and Specifications by coordinating, supervising, testing, and inspecting the Work and by utilizing only suitably qualified personnel.

C. Quality Requirements:

1. Work shall be accomplished in accordance with quality requirements of the Contract Drawings and Contract Specifications, including, by reference, all Codes, laws, rules, regulations, and standards.

2. When no quality basis is prescribed, the quality shall be in accordance with the best accepted practices of the construction industry for the locale of the Project, for similar projects and in compliance with applicable Codes, laws, rules, and regulations of authorities having jurisdiction.

D. Quality Control Personnel: Contractor shall employ and assign knowledgeable and skilled personnel as necessary to perform quality control functions to ensure that the Work is provided as required.

E. Coordination of Field Quality Control: Contractor shall coordinate and schedule with Construction Manager quality assurance activities of Testing Laboratory and inspectors from authorities having jurisdiction.

F. Verification of Quality: Work shall be subject to Review and Approval by Design Team Members (i.e.

Owner’s Representative, Engineers, Construction Manager, and other responsible design Valencia Heritage Park

Department of Public Works 01 45 00-3 Project# P1021
City of Santa Clarita Quality Control

professionals, Testing Laboratory, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers, in accordance with provisions of the General Provisions of the Contract and requirements of product manufacturers.

1. Contractor shall cooperate by making Work available for observation, inspection and testing by designated representatives of Owner’s Representative, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers.

2. Such verification may include observation, inspection and testing at mill, plant, shop, or project site locations where products for the Work are manufactured, fabricated, or assembled.

3. Contractor shall provide access and facilities for verification of quality by Construction Manager, Owner’s Representative, Authority Having Jurisdiction (AHJ), serving utilities and product manufacturers. See additional requirements specified herein in Article 1.12 titled "CONTRACTOR'S RESPONSIBILITIES FOR OBSERVATIONS, INSPECTIONS AND TESTS."

4. Contractor shall provide all information and assistance necessary for verification of quality, including that by and from subcontractors, fabricators, materials suppliers, manufacturers, installers, applicators, and others performing Work.

5. Contract modifications, if any, resulting from such verification activities shall be governed by applicable provisions in the General Provisions of the Contract.

6. Contractor shall notify Construction Manager in writing within 10 days of completion of work installed by Owner under separate contract of any defects or discrepancies that will cause delay or cost to the Contract. Failure to notify the Construction Manager in writing shall constitute acceptance of the work as complying with the Contract and coordinated with Contractor's interface and work to be completed.

7. Prior to expiration of guaranty period provided under the Contract, Owner may exercise its right to reinspection.

a. If a determination is made to hold such an inspection, Construction Manager will schedule inspection in conjunction with Contractor.
b. At a minimum, Contractor's authorized representative and Construction Manager shall participate in reinspection.
c. Discrepancies noted during reinspection, except normal wear and tear, normal weathering, and abuse shall be corrected by Contractor at no cost to Owner . Such repairs shall be made promptly and to satisfaction of Construction Manager.

8. All reviews (re -inspections) required of Design Team members due to contractor or his subcontractors that are found to be deficient as the result of not being fully prepared or in non- conformance with the Construction Documents shall be back charged to the contractor. The back charge amount shall include all associated fees based on time, material, and travel expenses of those Design Team members involved with deficient or non- conforming reviews.

This back charge shall be paid in-full be the contractor and received by RJM Design Group, Inc. prior to Design Team member’s attendance at any future reviews (re-inspections).

G. Observations by Construction Manager, Owner’s Representative and Owner’s Representative's Consultants:

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Department of Public Works 01 45 00-4 Project# P1021
City of Santa Clarita Quality Control

1. Periodic and occasional observations of Work in progress will be made by Construction Manager, Owner’s Representative, and Owner’s Representative's consultants as determined necessary to review progress of Work and general conformance with design intent.

2. Continuous inspection will be made by Project Inspector and the independent Testing Laboratory engaged by Owner.

H. Limitations on Inspection, Test and Observations: Employment of Project Inspector, independent Testing Laboratory and observations by Construction Manager, Owner’s Representative and other responsible design consultants shall in no way relieve Contractor of duties and responsibilities to perform Work in full conformance to all requirements of Contract Documents and applicable Building Code and other regulatory requirements.

I. Non-Conforming Work:

1. Correction of Non- Conforming Work: Non- conforming Work shall be modified, replaced, repaired, or redone by the Contractor at no change in Contract Sum or Contract Time.

2. Rejection of Non-Conforming Work: Owner through Construction Manager reserves the right to reject all Work not in conformance to the requirements of the Drawings and Specifications.

3. Acceptance of Non -Conforming Work: Acceptance of non- conforming Work, without specific written acknowledgement and approval of the Construction Manager and, as applicable, authorities having jurisdiction, shall not relieve the Contractor of the obligation to correct such Work.

4. Contract Adjustment for Non- conforming Work: Should Owner ’s Representative through Construction Manager determine that it is not feasible or in Owner's Representative’s interest to require non-conforming Work to be repaired or replaced, and should non- conforming Work not be in conflict with the requirements of authorities having jurisdiction, an equitable reduction in Contract Sum shall be made by agreement between Owner and Contractor. If equitable amount cannot be agreed upon, a Construction Change Directive will be issued and the amount in dispute resolved in accordance with applicable provisions of the General Provisions of the Contract.

5. Non-Responsibility for Non- Conforming Work: Owner’s Representative and Owner’s Representative's consultants disclaim any and all responsibility for Work not produced in full conformance with the Contract Documents and the requirements of Authority Having Jurisdiction (AHJ).

1.6 INSPECTIONS AND TESTS BY AUTHORITIES HAVING JURISDICTION

A. Contractor's Assistance: Contractor shall assist in all tests and inspections required by authorities having jurisdiction over the Work under this Contract, including those required by Authority Having Jurisdiction (AHJ), including Owner, Fire Authority (OCFA), Los Angeles County Health Department, California Department of Fish & Game, Santa Ana Water Quality Control Board (SARWQCB) where applicable, San Diego Regional Water Quality Control Board (SDRWQCB) where applicable and similar authorities having jurisdiction. Such assistance shall include notification of the Construction Manager and Project Inspector when the Work is ready for inspection or re-inspection.

Valencia Heritage Park

Department of Public Works 01 45 00-5 Project# P1021
City of Santa Clarita Quality Control

1.7 INSPECTIONS BY OWNER

A. Access to the Work: On behalf of the Owner’s Representative, Construction Manager and Project Inspector shall have access at all times for the purpose of inspection of the Work, including access to offsite shops and other fabrication and mixing facilities where the Work is in preparation. Contractor shall at all times maintain proper facilities and provide safe access for such inspection.

1. Should it be considered necessary or advisable by the Construction Manager, at any time before final acceptance of the entire Work, to make an examination of the Work already completed, by removing or tearing out the same, the Contractor shall on request promptly furnish all necessary facilities, labor, and materials.

2. If such Work is found to be defective, in any respect, due to the fault of the Contractor or Contractor's subcontractor, Contractor shall defray all expenses of such examinations and of satisfactory reconstruction. If, however, such Work is found to meet the requirements of the Contract, the additional cost of labor and material necessarily involved in the examination and replacement shall be allowed the Contractor.

B. Rejection of Work by Owner’s Representative: Owner’s Representative, through Construction Manager, shall have the right to reject materials and workmanship which are defective or non- conforming, or to require their correction.

1. Rejected workmanship shall be satisfactorily corrected and rejected materials shall be removed from the premises without charge to the Owner’s Representative.

2. If the Contractor does not correct such rejected Work within a reasonable time, fixed by written notice, the Owner’s Representative may repair or replace defective and non- conforming Work and charge the expense to the Contractor.

1.8 INSPECTIONS BY OWNER'S PROJECT INSPECTOR

A. Inspections by Owner's Representative’s Project Inspector: Owner ’s Representative will employ a fulltime Project Inspector. Project Inspector shall be certified and approved by Authority Having Jurisdiction (AHJ).

1. The Work of construction in all stages of progress shall be subject to the personal, continuous observation of the Project Inspector. Contractor shall provide free and safe access to any and all parts of the Work at all times.

2. Contractor shall furnish to the Project Inspector reasonable facilities for obtaining such information as may be necessary to keep the Project Inspector fully informed respecting progress and manner of the Work and the character of the materials.

3. Inspection of the Work by the Project Inspector shall not relieve the Contractor of any obligation to fulfill the Contract.

1.9 INSPECTIONS BY INDEPENDENT TESTING LABORATORY

A. Inspections by Independent Testing Laboratory:

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City of Santa Clarita Quality Control

1. Owner’s Representative will select, employ, and pay for an independent Testing Laboratory, licensed, certified, and approved by Authority Having Jurisdiction (AHJ). Testing Laboratory will conduct tests and inspections as indicated on Drawings, in Specifications and as required by Authority Having Jurisdiction (AHJ).

2. Testing Laboratory shall be licensed to conduct testing and inspection operations and services in the State of California. Testing Laboratory services for this project shall be supervised by Civil Engineer licensed to practice in the State of California, who shall certify and sign all reports.

B. Responsibilities of Independent Testing and Inspection Agency (Testing Laboratory):

1. Testing Laboratory shall provide qualified personnel at the project site and other locations where Work of the Contract is performed.

2. Testing Laboratory shall cooperate with Construction Manager, Owner’s Representative , and Contractor when performing testing and inspection services.

3. Testing Laboratory shall perform observations, inspections, sampling and testing of products in compliance with requirements of the Contract Documents and Authority Having Jurisdiction (AHJ).

4. Testing Laboratory shall determine whether materials, mixes, products, application and installation procedures, characteristics of completed Work comply with requirements of the Contract Documents.

5. Contractor shall pay for the following:

a. Mileage and travel time for quality control services by Testing Laboratory when travel of more than 50 miles from the project site is required.
b. Overtime pay for personnel of Testing Laboratory when observations, inspections or tests are required after normal, established working hours.
c. All costs for repeated observations, reinspection or retesting by Testing Laboratory due to non-conforming Work.
d. Owner’s Representative will deduct such costs from the final payment (or funds due and payable) under the Contract. Contract Sum will be adjusted accordingly by Change Order.

6. Contractor shall make the Work in all stages of progress available for personal and continuous observation by the Testing Laboratory.

a. Testing Laboratory shall have free access to any and all parts of the Work at all times. b. Contractor shall provide the Testing Laboratory with reasonable facilities for Testing Laboratory to obtain such information as Testing Laboratory determines is necessary for Testing Laboratory to be kept fully informed of the progress and manner of performance of the Work and character of products, according to Testing Laboratory's duties and responsibilities.
c. Observation and inspection of the Work by Testing Laboratory shall not relieve Contractor from any obligation to fulfill the requirements of the Contract.

C. Inspections and Tests by Authorities Having Jurisdiction: Construction Manager through Project Inspector and Testing Laboratory will cause all tests and inspections required by Authority Having Jurisdiction (AHJ) to be made for Work under this Contract.

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Department of Public Works 01 45 00-7 Project# P1021
City of Santa Clarita Quality Control

1. Contractor shall notify Construction Manager and Project Inspector in writing of required schedule and shall coordinate the conducting of required tests and inspections.

2. All time required for inspections and tests by authorities having jurisdiction shall be included in the Contract Time.

3. Costs for inspections and tests by Authority Having Jurisdiction (AHJ) will be paid by Owner’s Representative.

D. Submission of Reports: Testing Laboratory will promptly submit one copy of each report of observations, inspections, sampling and testing to the following:

1. Construction Manager.

2. Contractor.

3. Project Inspector.

4. Owner’s Representative.

5. Owner’s Representative's consultant (design professional of record), as appropriate to the Work:

Structural engineer, mechanical engineer, and electrical engineer.

6. Authority Having Jurisdiction (AHJ).

1.10 INSPECTIONS AND TESTS BY SERVING UTILITIES

A. Inspections and Tests by Serving Utilities:

1. Contractor shall cause all tests and inspections required by serving utilities to be made for Work under this Contract.

2. Except as specifically noted, scheduling, coordinating, conducting, and paying for such inspections shall be solely the Contractor's responsibility.

3. Unless otherwise specified, inspections and tests by authorities having jurisdiction shall be included in Contract Time and Contract Sum.

1.11 INSPECTIONS AND TESTS BY PRODUCT MANUFACTURERS

A. Inspections and Tests by Product Manufacturers:

1. Contractor shall cause all tests and inspections specified or required to be conducted by product manufacturers or authorized representatives of product manufacturers to be made.

2. Additionally, Contractor shall cause all tests and inspections required by product manufacturers or installer/applicator as conditions of guarantee, warranty, or certification of Work to be made, the cost of which shall be included in the Contract Sum. Provide reports in format and with content comparable to that specified under Article titled "INSPECTIONS BY INDEPENDENT TESTING LABORATORY."

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Department of Public Works 01 45 00-8 Project# P1021
City of Santa Clarita Quality Control

B. Reports of Inspections and Tests by Product Manufacturers: Contractor shall provide reports in format and with content comparable to that specified under Article titled "INSPECTIONS BY INDEPENDENT TESTING LABORATORY."

1.12 CONTRACTOR'S RESPONSIBILITIES FOR OBSERVATIONS, INSPECTIONS AND TESTS

A. Contractor's Responsibilities for Observations, Inspections and Tests:

1. Contractor shall notify Testing Laboratory, Project Inspector, and product manufacturer, as applicable, 48 hours in advance of expected time for operations requiring inspection and testing services.

2. Contractor shall deliver to Testing Laboratory or designated location, adequate samples of materials proposed to be used which require advance testing, together with proposed mix designs.

3. Contractor shall cooperate with Construction Manager, Owner’s Representative , and Owner’s Representative's consultants, as applicable, Testing Laboratory, Project Inspector, and product manufacturer in the conduct of inspections and tests. Contractor shall provide access to Work areas and off -site fabrication and assembly locations, including during weekends and after normal work hours.

4. Contractor shall provide incidental labor and facilities as necessary to ensure safe access to Work to be tested and inspected, to obtain and handle samples at the Project site or at source of products to be tested, and to store and cure test samples.

5. Contractor shall provide, at least 15 days in advance of first test or inspection of each type, a schedule of tests or inspections indicating types of tests or inspections and their scheduled dates.

B. Additional Tests: Costs for additional tests, inspections, and related services, due to the following, shall be reimbursed to Owner’s Representative by Contractor and no change in Contract Time shall result.

1. Failure to properly schedule or notify Testing Laboratory, Project Inspector or other responsible testing and inspection agency, manufacturer and authorities having jurisdiction.

2. Changes in sources, lots, or suppliers of products after original tests or inspections.

3. Changes in means, methods, techniques, sequences, and procedures of construction which necessitate additional observation, inspection, testing, sampling, and related services.

4. Changes in mix designs, such as those for concrete, mortar, and plaster, after review and acceptance of submitted mix design.

5. Re-testing caused by a failed test or inspection.

PART 2 - PRODUCTS

Not applicable to this Section.

Valencia Heritage Park

Department of Public Works 01 45 00-9 Project# P1021
City of Santa Clarita Quality Control

PART 3 - EXECUTION

Not applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 50 00-1 Project# P1021
City of Santa Clarita Temporary Facilities and Controls

SECTION 01 50 00

TEMPORARY FACILITIES AND CONTROLS

PART I – GENERAL

1.1 SECTION INCLUDES:

A. Scope
B. Project Identification / Information Sign
C. Site Use Plan
D. Safety
E. Temporary Project Identification Signs and Notices
F. Fences and Barricades
G. Contractor Parking
H. Vehicular Routing and Staging
I. Traffic Control
J. Debris Control
K. Water Control
L. Public Utilities
M. Temporary Water
N. Temporary Electricity and Lighting
O. Temporary Telephone Service
P. Temporary Sanitary Facilities
Q. Temporary Fire Protection
R. Excavations
S. Welding Operations
T. Cutting and Patching
U. Tools, Cords and Electrical Equipment
V. Staging and Hoists
W. Protection

1.2 RELATED REQUIREMENTS

General Conditions
Section 7 and 8 of the Standard Specifications

Section 01 74 19 – Construction Waste Management and Disposal

1.3 DESCRIPTION:

A. Scope

1. Furnish materials and perform labor required to execute this Work as indicated on the drawings, as specified herein, and as necessary to complete the Contract. The cost of construction facilities and temporary controls shall be included in the contract lump sum price in the bid proposal under mobilization.

B. Site Use Plan

1. Within (10) ten working days of the Notice to Proceed and prior to mobilizing on- site, the Contractor shall prepare a “Site use Plan” for review and approval by the Engineer.

Valencia Heritage Park

Department of Public Works 01 50 00-2 Project# P1021
City of Santa Clarita Temporary Facilities and Controls

2. This plan shall indicate the Contractor’s intended uses and layout of the areas within the Project Site including areas to be used for staging, storage, and temporary site office. All proposed uses shall be indicated on this plan and be limited to within the work areas limits shown on the drawings.

3. This information is intended to include, but is not limited to, the location of the following items:

a. Project storage.

b. Parking, deliveries, and off-loading staging.

c. Entry/Access gates from adjacent streets.

d. Materials and equipment storage.

e. Materials and equipment staging.

f. Temporary sanitary facilities.

g. Temporary perimeter fencing.

h. Project sign(s).

i. Temporary power source and location.

j. Emergency access lane or lanes.

k. Ongoing operation of the site.

4. The Contractor may use a reproducible or print of the Site Plan, at the Contractor’s discretion, for use in preparing this plan.

C. Safety

1. Guard machinery, equipment, and all hazards in accordance with the safety provisions of the latest edition of the Manual of Accident Prevention in Construction, published by the Associated General Contractors of America, to the extent that such provisions are not in contravention of applicable law. Protect all hazards with adequately constructed guardrails, toe boards, or barricades and provide lanterns, warning lights, and the like as necessary.

Eliminate all nuisances from the Work and from the site. To this end, dispose, store, guard and protect the premises and all Work, material, equipment, and both permanent and temporary construction so as to preclude the unauthorized use thereof by children or others and particularly to eliminate possible consequent injury to any person.

2. Structural design of all items used in the construction of the building and not a permanent part thereof, including but not necessarily limited to hoisting towers, shoring for concrete and masonry Work, the temporary bracing for structural steel, and the shoring of cut earth banks, is the sole responsibility of the Contractor.

3. The Contractor shall follow construction procedures necessary to provide safe working conditions through all phases of the Project.

Valencia Heritage Park

Department of Public Works 01 50 00-3 Project# P1021
City of Santa Clarita Temporary Facilities and Controls

4. The Contractor shall conform to applicable requirements of the State of California and Federal Occupational Safety and Health Administration.

5. The Contractor is solely responsible for outlining safety procedures to be followed by his workmen, Subcontractors, and related trades working on this Project.

6. All self -propelled construction equipment, except light service trucks, panels, pickups, station wagons, crawler type cranes, power shovels and draglines, whether moving or alone or in combinations, shall be equipped with a reverse signal alarm.

7. No alcoholic beverages are to be consumed on the Project site at any time during the Construction Phase.

D. Temporary Project Information Signs and Notices

1. General

a. Furnish and erect project signs per Items D.1-6 of this Section.

b. Install directional and warning signs to protect to project site as directed by the Engineer.

c. To minimize disruption to the on going City Operations the Contractor shall post and maintain signage that directs construction deliveries to the contractor’s field office and telephone number.

d. For the duration of this contract, Contractor shall post and maintain all emergency notices, signs and safeguards required by law or ordinance; and as required to direct vehicular and pedestrian traffic. No other advertisements will be permitted on the premises without approval of the City (including, but not limited to, Contractor/Subcontractor advertisements).

e. On-site project identification and temporary informative signs shall be maintained through duration of the contract.

f. Submit scaled layout of sign faces to Engineer for review and approval. Accurately depict lettering styles, graphics, and colors.

g. Two (2) project identification signs shall be installed one (1) each at Ramona and Silverado park.

2. Sign Materials
a. Sign Structure and Framing: New materials, wood, or metal, structurally adequate to support sign panel and suitable for specified finish. b. Sign Surfaces: Per California Department of Parks and Recreation and California Department of Transportation Standards. Provide sheet thickness as required to span across framing members and provide even, smooth surface without waves or buckles.
c. Rough Hardware: Galvanized steel.

Valencia Heritage Park

Department of Public Works 01 50 00-4 Project# P1021
City of Santa Clarita Temporary Facilities and Controls

d. Paint, Sign Face: Exterior quality primer and gloss enamel finish, as customarily used for sign painting, adequate to resist weathering and fading for scheduled construction period.
e. Paint, Sign Structure: Exterior quality, primer, and flat finish paint, adequate to resist weathering and fading for scheduled construction period.

3. Project Identification Sign
a. Project identification sign size: 5-feet high by 8-feet length. b. Sign shall contain the following minimum language: I dentify project title / description, project number, project address, contain a univers al logo for the State Resources Bond Acts - minimum of 1’ x1’, City of Long Beach logo and name, director of the city, additional city information as directed by the Engineer, Landscape Architect’s name, Architect’s name, Engineer’s name, and Contractor’s name.
c. Sign Painting: Sign panels shall be shop painted and field installed.

1) Sign painting shall be performed by professional sign painters. Silk screen method is recommended in order to accurately depict graphics. 2) Paint back and edges of sign panels for complete weather resistance and finished appearance.

4. Project Informational Signs

a. Restrictions: Signs other than Project Identification Sign specified above and Project Informational Signs specified below shall not be displayed without approval of Engineer.
b. Project Informational Signs: Informational signs, necessary for conduct of construction activities or required by governmental authorities having jurisdiction may be displayed when in conformance to sign construction and graphic requirements specified in this Section.
1) Owner’s Representative may review such signs. If so, review will be for sign construction and graphic designs only.
2) Adequacy of signage for safety and conformance to requirements of authorities having jurisdiction and trade practices shall be solely Contractor’s responsibility.

5. Project Identification/Informational Sign Installation a. Project Identification Sign Construction: Construct sign support structure and install panels in durable manner, to resist high winds.

b. Project Identification Sign Installation:

1) Install sign at height for optimum visibility, on ground- mounted poles or attached to portable structure on skids.

Valencia Heritage Park

Department of Public Works 01 50 00-5 Project# P1021
City of Santa Clarita Temporary Facilities and Controls

2) Portable structure shall resist overturning force of wind. c. Project Informational Signs Installation:
1) Locate signs as necessary for construction activities and as required by authorities having jurisdiction.
2) Install informational signs for optimum visibility, on ground- mounted posts or temporarily attached to surfaces of structures. 3) Attachment methods shall leave no permanent disfiguration or discoloration on completed Work.
4) Field Painting: Paint all surfaces and edges of sign face and support structure for finished appearance.

6. Signs Maintenance

a. Signs Maintenance: Maintain signs and supports in a neat, clean condition.

Repair all damage and weathering to structure, framing, and signage. b. Sign Relocation: Relocate signs as required by progress of the Work.

7. Sign Duration

a. Project Sign shall be in place for a minimum of four years from the date of project completion. Removal.

E. Fences and Barricades

1. Prior to start of Work at the Project Site, install temporary construction enclosure fence with green screen around entire construction site with suitably locked entrance gates; maintain in good condition for the duration of the contract.

a. Provide fence to enclose the construction areas and Contractor trailer/storage areas; and

b. Provide vehicular entrance gates in suitable relation to construction facilities, and to avoid interference with traffic on public thoroughfares; and

2. Materials: Provide minimum (6) six foot high, (9) nine gauge, temporary chain link construction fencing with applied “tennis court” type green polyethylene sheet material for screening purposes along all of the construction site sides within the property. Hogwire fencing is not acceptable

3. Provide continuous clean up of perimeter of Project along the “outside” of the fence to eliminate accumulation of debris.

F. Contractor Parking

1. Contractor shall not park his equipment nor allow his personnel to park in areas other than those made available to the Contractor per Article 31 Traffic and Parking of the General Conditions. Any vehicles parked outside the authorized area will be subject to City parking Valencia Heritage Park

Department of Public Works 01 50 00-6 Project# P1021
City of Santa Clarita Temporary Facilities and Controls

regulations. Additional parking area required by the contractor is the responsibility of the contractor.

G. Project Site Offices

1. None Required

H. Vehicular Routing and Staging

1. Contractor shall make its own investigation of the condition of available public thoroughfares and of the clearances, restrictions, bridge load limits, and other limitations affecting transportation and ingress and egress at the Project site.

2. Provide protection against damage whenever it is necessary to cross existing sidewalks, curbs, and gutters. Repair and make good at the expense of the Contractor all damages thereto, including damage to existing utilities and paving, arising from the operations under the Contract.

3. Construction staging areas will be confined to the areas designated as work area limits as shown on the drawings, and shown on the Contractor’s “Site Use Plan”.

a. The Contractor shall be responsible for all traffic controls necessary to provide safe access to this area. The Contractor will also be responsible for temporary curb ramps required for access as well as removal of said ramps and repair of any curbing or street improvements resulting from his operations in the area. Flagmen shall be provided as necessary at any truck entrance.

b. The Contractor shall be responsible for temporary fencing and any other security measures relating to the use of this area for storage of equipment and materials.

c. Compensation for traffic controls, ramping, street repair, dust control, security and all other costs associated with the use of the subject truck and equipment staging area shall be considered as included in related items of construction and no additional payment will be made therefor.

4. Prior to the start of construction, the Contractor shall examine the adjacent streets with the City. The Contractor shall be responsible for all street repairs resulting from Contractor’s work.

I. Traffic Control

1. For traffic control during construction refer to W.A.T .C.H. (Work Area Traffic Control Handbook); M.U.T.C.D. (Manual on Uniform Traffic Control Devices), and F.H.W.A (Federal Highway Administration).

J. Debris Control

1. Maintain areas under Contractor’s control free of waste materials, debris, excess vegetation, and rubbish. Accumulation and stockpiling of these materials is prohibited.

Maintain site in a clean and orderly condition.

2. Provide suitable construction containers for deposit of debris and rubbish. Recycle / dispose of accumulation of extraneous materials. Refer Section 01 74 19 Construction Waste Management and Disposal.

Valencia Heritage Park

Department of Public Works 01 50 00-7 Project# P1021
City of Santa Clarita Temporary Facilities and Controls

3. The Contractor shall schedule periodic collection and disposal / recycling of debris.

a. Provide additional collections and disposal / recycling of debris whenever the periodic schedule is inadequate to prevent accumulation.

1) Contractor shall provide container(s) for the disposal / recycling of debris. The Contractor shall coordinate and pay for the removal of these containers.

b. Increase frequency of trash removal, when requested by the City, to conform to this requirement.

4. Initiate and maintain a specific program to prevent accumulation of debris on- site and along access and haul routes.

a. Prohibit overloading and utilize covers on trucks to prevent spillage on access and haul routes.

b. Clean all over spill on trucks and tires before leaving site. If necessary, provide wash station with appropriate sediment control and cleanup.

c. Provide periodic inspection of haul routes to enforce requirements.

d. Clean up any spillage on access and haul routes within 30 minutes of occurrence.

5. Dust Control: During the life of the Contract, provide effective means of dust control both within the structure, on the surrounding site and within the streets servicing the Project site.

Obtain Engineer’s approval before use of any means except water. During excavation or other work, which creates dust, dirt and/or debris in adjacent streets, the Contractor shall provide street cleaning services on a regular basis or as directed by the City. The Contractor shall be responsible for all costs related to street cleaning. Street cleaning shall utilize a street sweeper. Washing streets will not be permitted.

6. Hazardous Materials: Any materials that are considered hazardous shall be disposed of in accordance with appropriate codes and regulations at approved disposal facilities.

K. Public Utilities

1. The Contractor shall take suitable steps to ensure public utilities encountered in connection with the Work will not be damaged.

2. Send notices, make necessary arrangements, and provide services required for the care of any gas mains, water pipes, sewer pipes, telephone and data communication conduits, cables, and other equipment or property.

3. Arrange with utility companies for fees required to remove or remove any of their meters, poles, cables, guy wires, or equipment in or set under the property which will interfere with the construction Work or which will not be required in the new construction.

4. Protection of Existing Site/Utilities:

a. Locate all known existing installations before proceeding with construction operations which may cause damage to such installations. The existing installations shall be Valencia Heritage Park

Department of Public Works 01 50 00-8 Project# P1021
City of Santa Clarita Temporary Facilities and Controls

kept in service, and damage to them shall be repaired with no adjustment of Contract Sum.

b. If any other structures or utilities are encountered, within 24 hours, request in writing, Engineer to provide direction on how to proceed with the Work. In addition, the Contractor shall, at least (2) two days before commencing Work, contact Underground Service Alert (USA), telephone
1-800-422-4133, and provide all information requested.

c. If any structure or utility is damaged, take appropriate action to ensure the safety of persons and property, and notify the Engineer at once.

L. Temporary Water

1. At Contractor’s sole expense provide adequate supply of water suitable for construction usage and needs. Contractor may use permanent water meter connection for temporary construction water but shall apply and pay for water meter in his name for temporary use through duration of construction and maintenance period. Upon final acceptance of the project, contractor shall then transfer meter in the name of the City.

2. Conservation:

a. Minimize water use whenever possible.

b. Maintain watering equipment in good working order.

c. Repair leaks promptly.

3. When necessary to maintain pressure, provide temporary pumps, tanks, and compressors.

M. Temporary Electricity and Lighting

1. At Contractor’s sole expense provide portable power generations and/or connections to existing system for construction needs. Contractor shall provide submeters, necessary wiring, switches, receptacles, and make connections to distribution points.

2. Install circuit in branch wiring with distribution boxes located so that power and lighting is available throughout the Project by use of construction- type power cords and distribution boxes.

3. Provide adequate artificial lighting for work areas when natural light is not adequate.

Provide lighting and outlets temporary structures and wherever necessary for proper performance and inspection of work. If operations are performed during hours of darkness and/or whenever natural lighting is deemed insufficient by the City provide adequate floodlights, clusters and spot illumination.

Make arrangements with Subcontractors for electric services and lighting as necessary in performance of their work.

4. Do not discontinue lighting without the City’s approval.

N. Temporary Internet Service

1. Provide and arrange internet service as required by the contractor.

Valencia Heritage Park

Department of Public Works 01 50 00-9 Project# P1021
City of Santa Clarita Temporary Facilities and Controls

2. Within ten (10) working days after receipt of the Notice To Proceed, provide a Project Directory, listing company name, address, point of contact, telephone number, facsimile number for each entity contracted to the Contractor, include at a minimum:

a. Prime Contractor and Major Subcontractors; including 24 hour emergency contacts and numbers.

b. Project Engineer;

c. Professional Consultants; and

d. Testing Laboratory.

3. Pay phone company charges for local telephone and internet service and construction related toll charges.

O. Temporary Sanitary Facilities

1. Contractor shall furnish, install, and maintain for duration of work, temporary chemical toilet facilities adjacent to the office, along with integral facilities for hand washing to include sink, soap dispenser, paper towels, and waste container for used towels. An adequate number of fixtures shall be provided at all times. Units shall be weather -tight, floored structures and shall be kept well stocked with toilet paper, paper towels, and soap. The units shall be thoroughly clean and kept in condition acceptable to the local Health Department and the Engineer.

2. Place units in conformance of applicable laws, codes and regulation. Confirm location with Engineer PRIOR to placement.

P. Temporary Fire Protection

1. The Contractor shall take necessary precautions to guard against and eliminate fire hazards and to prevent damage to construction work, building materials, equipment, temporary field offices, storage sheds, and public and private property.

The Contractor shall be responsible for providing, maintaining, and enforcing the following conditions and requirements during the entire construction period:

a. Fire Inspection: The Contractor’s Superintendent shall inspect the entire Project at least once each week to make certain that the conditions and requirements of this section are being adhered to.

b. Fires: Employees shall not be allowed to start fires with gasoline or kerosene or other highly flammable materials. No open fires shall be allowed.

c. Flammable Building Materials: Only a reasonable working supply of flammable building material shall be located inside of, or on the roof of, any storage facilities.

d. Combustible Waste Materials: Oil soaked rags, papers, and other highly combustible materials must be stored in closed metal containers at all times and shall be removed from the site at the close of each day’s work, and more often where necessary, and placed in metal containers with tight hinged lids.

Valencia Heritage Park

Department of Public Works 01 50 00-10 Project# P1021
City of Santa Clarita Temporary Facilities and Controls

e. Gasoline and other flammable or polluting liquids/materials shall not be poured into sewers, manholes, or traps, but shall be disposed of, together with flammable or waste material subject to spontaneous combustion, in a safe manner meeting all applicable laws and ordinances. Make appropriate arrangements for storing these materials outside of the building.

f. Provide and maintain fire extinguishers during construction, conveniently located for proper protection, (1) one fire extinguisher for each 2,500 square feet of floor area or less, but not less than (8) eight extinguishers. Fire extinguishers shall be (10) ten pound ABC type. Extinguishers shall meet approval of Underwriter’s Laboratory, and shall be inspected at regular intervals and recharged as necessary. Comply with NFPA 10 “Standard for Portable Fire Extinguishers”, and NFPA 241 “Standard for Safeguarding Construction, Alterations and Demolition Operations.”

Q. Excavations

1. Pursuant to applicable Labor Codes, the Contractor shall include in his base bid all costs incident to the provision of adequate sheeting, shoring, bracing, or equivalent method for the protection of life or limb, which shall conform to applicable federal and state safety orders.

2. Before beginning any excavation (4) four feet or more in depth, the Contractor shall submit to the Engineer and the Owner’s Representative (for information) a detailed plan showing the design of shoring, bracing, sloping or other provisions to be made for worker protection from the hazard of caving ground during excavation. The proposed plan shall comply with the standards established by the State of California Administrative Code. If the detailed plan varies from such shoring system standards, it shall be prepared by a Civil or Structural Engineer whose signature, name and registration number shall be indicated on the drawing.

R. Welding Operations

1. During the progress of Work requiring welding and cutting equipment or heat, flame, or spark producing devices, there shall be at the jobsite, adequate shields, guards or covering placed so as to protect adjacent persons or property and an adequate number and type of fire extinguishers placed in the immediate area accessible for use.

S. Cutting and Patching

1. Contractor shall do all cutting, fitting, or patching of the work required to make all parts of the Work come together properly and to allow the work to receive or be received by work of Separate Contractors shown upon, or reasonably implied by, the Contract Documents.

2. Contractor shall not endanger the Work, the Project or adjacent property by cutting, digging or otherwise. Contractor shall not cut or alter the work of any Separate Contractor without the prior consent of the City.

T. Tools, Cords, Electrical Equipment

1. Tools, cords, and electrical equipment shall conform with Underwriters’ Laboratory standards, OSHA requirements, and be in proper Working order to preclude hazard to occupants and premises.

Valencia Heritage Park

Department of Public Works 01 50 00-11 Project# P1021
City of Santa Clarita Temporary Facilities and Controls

U. Staging and Hoists

1. Contractor shall furnish and maintain shoring, scaffolding, hoists, staging, rigging and runways required in the prosecution of the Work.

2. Temporary work shall be erected, equipped, and maintained in accordance with the statutes, laws, ordinances, rules, or regulations of the State or other authorities and insurance companies having jurisdiction and shall be approved by the State.

V. Protection

1. Contractor shall comply to Article 30 Protection of Work and Property of the General Conditions. The City will not be responsible for any loss of tools, equipment, or materials, or for any damage which occurs to the work in place for any reason.

2. The Contractor shall protect all adjacent property, utilities, street, curbs, and planting during construction operations. All damaged material shall be replaced and/or repaired at the expense of the Contractor.

3. Parts of the Work in place that are subject to injury, because of operations being carried on adjacent thereto, shall be covered, boarded up, or substantially enclosed with adequate protection.

4. Provide construction canopies, barricades, fences, guards, railings, lights, and warning signs necessary an d required by the City of Ontario and applicable laws, and take necessary precautions required to avoid injury or damage to any and all persons and property.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 51 00-1 Project# P1021
City of Santa Clarita Temporary Utilities

SECTION 01 51 00

TEMPORARY UTILITIES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Temporary utilities and services, including:

1. Heating and cooling during construction.

2. Ventilation during construction.

3. Temporary water service.

4. Temporary sanitary facilities.

5. Temporary power and lighting.

6. Construction telephone service.

B. Removal of temporary utilities.

1.2 RELATED SECTIONS

A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises.

B. Section 01 81 19 - Indoor Air Quality Requirements: Indoor Air Quality (IAQ) management procedures and requirements during construction and prior to occupancy, including ventilation.

1.3 SUBMITTALS

A. Temporary Utilities: Submit reports of tests, inspections, applicable meter readings and similar procedures performed on temporary utilities.

1.4 TEMPORARY UTILITIES AND SERVICES

A. Temporary Utilities and Services, General: All utilities and other services necessary for proper performance of the Work shall be provided by Contractor. Refer to Special Provisions of the Contract. Temporary utilities and services shall conform to all applicable requirements of authorities having jurisdiction and serving utility companies and agencies, including the following:

1. Requirements of Authorities Having Jurisdiction, including:

a. Cal OSHA.
b. California Building Code (CBC) requirements.
c. Health and safety regulations.
d. Utility agency and company regulations.
e. Police, Fire Department and Rescue Squad rules.
f. Environmental protection regulations.

Valencia Heritage Park

Department of Public Works 01 51 00-2 Project# P1021
City of Santa Clarita Temporary Utilities

2. Standards:

a. NFPA Document 241 - Building Construction and Demolition Activities. b. ANSI A10 Series - Safety Requirements for Construction and Demolition. c. NECA Electrical Design Library - Temporary Electrical Facilities. d. SSPWC Section 7.1 The Contractors Equipment & Facilities

3. Refer to "Guidelines for Bid Conditions for Temporary Job Utilities and Services", prepared jointly by AGC and ASC, for industry recommendations.

4. Electrical Service: Comply with NEMA, NECA and UL standards and regulations for temporary electric service. Install service in compliance with California Electrical Code (CEC).

B. Inspections: Arrange for authorities having jurisdiction to inspect and test each temporary utility before use. Obtain required certifications and permits.

C. Temporary Connections and Fees: Contractor shall arrange for services and pay all fees and service charges for temporary power, water, sewer, gas, and other utility services necessary for the Work.

1. Contractor shall apply for and obtain permits for temporary utilities, including permits for temporary generators, from authorities having jurisdiction.

2. All costs for temporary connections, including fees charged by serving utilities, shall be included in Contract Sum.

3. Charges for electrical power shall be paid as specified below in Paragraph 3.1.C.

4. Costs for water consumed through temporary construction water system shall be paid as specified below in Paragraph 3.1.B.

D. Permanent Connections and Fees: Contractor shall arrange for utility agencies and companies to make permanent connections. After Contract Completion review and determination that Work is acceptable, Owner’s Representative will switch utilities over and pay utility service charges for services delivered through permanent connections, for normal quantities.

E. Use of Temporary Utilities: Enforce strict discipline in use of temporary utilities to conserve on consumption. Limit use of temporary utilities to essential and intended uses to minimize waste and abuse.

1.5 PROJECT CONDITIONS

A. Conditions of Use: Keep temporary services and facilities clean and neat in appearance. Operate in a safe and efficient manner. Take necessary fire prevention measures. Do not overload facilities, or permit them to interfere with progress. Do not allow hazardous, dangerous, unsanitary conditions, or public nuisances to develop or persist on the site.

1.6 HEATING AND COOLING

A. Temporary Heating and Cooling: Provide and pay for temporary heating and cooling devices, fuel, and related service charges to provide ambient temperatures as required to maintain conditions necessary for proper performance of construction activities & safe work environment.

Valencia Heritage Park

Department of Public Works 01 51 00-3 Project# P1021
City of Santa Clarita Temporary Utilities

B. Use of Permanent Heating and Cooling Systems: Permanent heating and cooling equipment may be used after completion, testing and inspection of systems and approval of code authorities having jurisdiction.

1. Prior to operation of permanent heating equipment for temporary heating purposes, verify that installation is approved for operation, equipment is lubricated and filters are in place.

2. Contractor shall provide and pay for operation, maintenance and regular replacement of filters and worn or consumed parts.

3. Immediately prior to Contract Completion review, change disposable filters and clean permanent filters of equipment used during construction.

C. Temperature Criteria: Maintain interior ambient temperature of minimum 50 degrees F and maximum 80 degrees F, unless otherwise specified or approved by Construction Manager.

1.7 VENTILATION DURING CONSTRUCTION

A. Ventilation During Construction: Provide and pay for temporary ventilation devices, energy, and related service charges. Refer to Section 01 81 19 - Indoor Air Quality Requirements.

B. Use of Permanent Ventilation Systems: Permanent ventilation equipment may be used after completion, testing and inspection of systems and approval by Construction Manager and authorities having jurisdiction.

1. Prior to operation of permanent ventilation equipment for ventilation purposes during construction, verify that equipment is lubricated and filters are in place.

2. Contractor shall provide and pay for maintenance and regular replacement of filters and worn or consumed parts of permanent ventilation system using for ventilation during construction.

3. Immediately prior to Contract Completion review, change disposable filters and clean permanent filters of equipment used during construction.

C. Ventilation Criteria: Ventilate enclosed areas to assist cure of materials, to dissipate humidity and to prevent accumulation of dust, fumes, vapors, and gases, as necessary for proper performance of the Work.

D. Ventilation Prior to Occupancy: Refer to Section 01 81 19 - Indoor Air Quality Requirements for flush- out of building prior to occupancy.

1.8 TEMPORARY WATER SERVICE

A. Temporary Water Service: Locate and connect to existing water source for temporary construction water service. Extend branch piping with outlets located so that water is available by use of hoses.

1. Locate and connect to existing water source for temporary construction water service, as acceptable to Construction Manager.

2. Extend branch piping with outlets located so that water is available by use of hoses.

Valencia Heritage Park

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City of Santa Clarita Temporary Utilities

3. Temporary water service piping, valves, fittings, and meters shall comply with requirements of the serving water utility and California Plumbing Code (CPC).

4. All costs to establish temporary construction water system including meter connection feet, etc. shall be included in the Contract Sum.

5. Costs for water consumed through temporary construction water system shall be paid as specified below in Paragraph 3.1.B.

B. Use of Permanent Water System: Permanent water system may be used for construction water after completion, sterilization, testing and inspection of system and approval by Construction Manager and authorities having jurisdiction.

1.9 TEMPORARY SANITARY FACILITIES

A. Temporary Sanitary Facilities: Provide and maintain adequate temporary sanitary facilities and enclosures for use by construction personnel.

1. Number of temporary toilets shall be suitable for number of workers.

2. Provide wash-up sink with soap, towels, and waste disposal.

B. Use of Permanent Sanitary Facilities: Do not use permanent sanitary facilities unless approved by Construction Manager. If approved i mmediately prior to Contract Completion review, thoroughly clean and sanitize permanent sanitary facilities used during construction.

1.10 TEMPORARY POWER AND LIGHTING

A. Temporary Power and Lighting, General: Comply with NECA Electrical Design Library - Temporary Electrical Facilities.

B. Temporary Power: Provide electric service as required for construction operations, with branch wiring and distribution boxes located to provide electrical service for performance of the Work.

1. Provide temporary electric feeder connected to electric utility service at location determined by Contractor and as approved by serving electric utility.

2. Temporary power conduit, raceways, fittings, conductors, panels, connections, disconnects, overcurrent protection, outlets and meters shall comply with requirements of the serving electric utility, California Electrical Code (CEC) and requirements of authorities having jurisdiction.

3. Contractor shall pay all costs to establish temporary electric service.

4. Charges for electrical power shall be paid as specified below in Paragraph 3.1.C.

5. As necessary in order to maintain construction progress, Contractor shall provide and pay all costs associated with generators used for temporary power.

C. Temporary Lighting: Provide temporary lighting as necessary for proper performance of construction activities site security and for inspection of the Work.

Valencia Heritage Park

Department of Public Works 01 51 00-5 Project# P1021
City of Santa Clarita Temporary Utilities

1. Provide branch wiring from power source to distribution boxes with lighting conductors, pigtails, and lamps as required.

2. Maintain lighting and provide routine repairs.

D. Protection: Provide weatherproof enclosures for power and lighting components, as necessary.

Provide overcurrent and ground-fault circuit protection, branch wiring and distribution boxes located to allow convenient and safe service about site of the Work. Provide flexible power cords as required.

E. Use of Permanent Power and Lighting Systems: Permanent power and lighting systems may be used after completion, testing and inspection of systems and approval by Construction Manager and authorities having jurisdiction.

1. Contractor shall maintain lighting and make routine repairs and replacements as necessary.

F. Service Disruptions: When necessary for energizing and de- energizing temporary electric power systems, minimize disruption of service to those served by public mains. Schedule transfers at times convenient to Owner’s Representative and to occupants.

G. Relamping: For permanent lighting used during construction, relamp all fixtures immediately prior to Contract Completion (punchlist) review.

1.11 CONSTRUCTION TELEPHONE SERVICE

A. Construction Telephone Service: Provide telephone service to Contractor's field staff by means of cellular telephones, pagers, and NEXTEL radio service, to enable communications between Construction Manager, Project Inspector and Contractor.

1. Include voice message service and paging services.

2. All costs of construction telephone, paging and radio services shall be included in Contract Sum.

PART 2 - PRODUCTS

2.1 MATERIALS AND EQUIPMENT

A. Materials: Provide new materials; if acceptable to the Owner’s Representative , undamaged previously used materials in serviceable condition may be used. Provide materials suitable for the use intended. Their use and methods of installation shall not create unsafe conditions or violate requirements of applicable codes and standards.

B. Equipment: Provide new equipment.

PART 3 - EXECUTION

3.1 TEMPORARY UTILITIES INSTALLATION

A. Temporary Utilities Installation, General: Engage the appropriate local utility company or personnel to install temporary service or connect to existing service. All costs or use charges for temporary utilities shall be paid by Contractor.

Valencia Heritage Park

Department of Public Works 01 51 00-6 Project# P1021
City of Santa Clarita Temporary Utilities

B. Temporary Water Service: Contractor shall connect temporary water service to serving water utility's line. Contractor shall pay for all water consumed through temporary water system. After permanent water system is completed and Owner’s Representative's account is established with serving water utility, Contractor will pay for quantities of water consumed until Contract closeout. If necessary, Contractor shall provide and pay for temporary water connections to permanent water service.

C. Temporary Electric Power Service: Contractor shall connect temporary electrical system to serving electrical utility's line. Contractor shall pay for all power consumed through temporary electrical service. Contractor shall provide and pay for temporary connections to permanent electric service, including grounding and disconnects required by authorities having jurisdiction.

D. Temporary Telephones: Contractor shall have telephone service available at its business office for the duration of contract where Contractor and its superintendent may be contacted. Cellular telephones for contact with Contractor's project manager and superintendent shall be provided.

E. Temporary Fire Protection: Until fire protection needs are supplied by permanent facilities, install, and maintain temporary fire protection facilities of the types needed to protect against reasonably predictable and controllable fire losses. Comply with NFPA 10 "Standard for Portable Fire Extinguishers," and NFPA 241 "Standard for Safeguarding Construction, Alterations and Demolition Operations."

1. Locate fire extinguishers where convenient and effective for their intended purpose, but not less than one extinguisher on each floor at or near each usable stairwell.

2. Store combustible materials in containers in fire-safe locations.

3. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas.

4. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition.

F. Maintenance of Temporary Utilities and Services: Maintain temporary utilities and services in good operating condition until removal. Protect from utilities and services from environmental and physical damage.

3.2 TERMINATION AND REMOVAL OF TEMPORARY UTILITIES AND SERVICES

A. Termination and Removal of Temporary Utilities and Services: Unless Owner’s Representative requires that it be maintained longer, remove each temporary facility when the need has ended, or when replaced by authorized use of a permanent facility, or no later than Completion Review.

Complete or, if necessary, restore permanent construction that may have been delayed because of interference with the temporary facility. At Completion Review, clean and renovate permanent facilities that have been used during the construction period.

B. Removal of Temporary Underground Utilities and Restoration: Remove temporary underground utility installations to a minimum depth of 2-feet below utility services.

1. Backfill, compact, and regrade site as necessary to restore areas or to prepare for indicated paving and landscaping.

Valencia Heritage Park

Department of Public Works 01 51 00-7 Project# P1021
City of Santa Clarita Temporary Utilities

2. Restore paving damaged by temporary utilities. Refer to requirements specified in Section 01 73 29 - Cutting and Patching.

C. Cleaning and Repairs: Clean exposed surfaces and repair damage caused by installation and use of temporary utilities and services. Where determined by Construction Manager after consultation with Owner’s Representative that repair of damage is unsatisfactory, replace construction with matching finishes. Refer to requirements specified in Section 01 73 29 - Cutting and Patching.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 52 00-1 Project# P1021
City of Santa Clarita Construction Facilities

SECTION 01 52 00

CONSTRUCTION FACILITIES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Field Sheds.

B. Removal of construction facilities.

1.2 RELATED SECTIONS

A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises.

B. Section 01 51 00 - Temporary Utilities: Water, power, and telephone services to construction facilities.

C. Section 01 56 00 - Temporary Barriers and Enclosures: Coordination of installation and removal of construction fencing and barriers with field offices and sheds.

D. Section 01 74 00 - Cleaning and Waste Management: Cleaning during construction and final cleaning.

1.3 MAINTENANCE OF CONSTRUCTION FACILITIES CONTROLS

A. Maintenance: Use all means necessary to maintain construction facilities in proper and safe condition throughout progress of the Work.

B. Replacement: In the event of loss or damage, promptly restore temporary construction facilities by repair or replacement at no change in the Contract Sum or Contract Time.

1.4 FIELD SHEDS

A. Contractor's Field Office: Not Required.

B. Storage Sheds for Tools, Materials, and Equipment: Provide weather -tight sheds, with heat and ventilation appropriate for storage of products requiring controlled conditions, with adequate space for organized storage and access, and lighting for inspection of stored materials.

PART 2 - PRODUCTS

Not applicable to this Section.

PART 3 - EXECUTION

3.1 INSTALLATION OF CONSTRUCTION FACILITIES

A. Layout of Sheds: Within 5 days of the Notice to Proceed, Contractor shall submit to Construction Manager a proposed layout for, sheds, and storage areas. Construction Manager will review and Valencia Heritage Park

Department of Public Works 01 52 00-2 Project# P1021
City of Santa Clarita Construction Facilities

respond within 5 days with comments and directions. Contractor shall comply with directions of Construction Manager.

1. Coordinate with requirements specified in Section 01 52 29 - Construction Staging Areas.

2. Coordinate installation of construction fencing as specified in Section 01 56 00 - Temporary Barriers and Enclosures.

3.2 REMOVAL OF CONSTRUCTION FACILITIES

A. Removal of Construction Facilities: Unless otherwise mutually agreed by Construction Manager and Contractor, remove temporary materials, equipment, services, and construction prior to Contract Completion review.

1. Coordinate removal with requirements specified in Section 01 51 00 - Temporary Utilities, Section 01 55 00 - Vehicular Access and Parking and Section 01 56 00 - Temporary Barriers and Enclosures.

2. Completely remove in -ground construction facilities to minimum depth of 2- feet. Backfill, compact and re-grade site as necessary to restore areas or to prepare for indicated paving and landscaping.

B. Cleaning and Repairs: Clean and repair damage caused by installation or use of temporary construction facilities on public and private rights-of-way.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 54 00-1 Project# P1021
City of Santa Clarita Construction Aids

SECTION 01 54 00

CONSTRUCTION AIDS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Construction aids, including:

1. Temporary lifts and hoists.

1.2 RELATED SECTIONS

A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises.

B. Section 01 56 00 - Temporary Barriers and Enclosures: Temporary construction barriers, enclosures, and passageways.

1.3 CODES AND REGULATIONS

A. Safety Regulations: Comply with requirements of all applicable Federal, State, and local safety rules and regulations. Contractor shall be solely responsible for jobsite safety.

1.4 TEMPORARY LIFTS AND HOISTS

A. Temporary Lifts and Hoists: Provide facilities for hoisting materials and personnel. Mobile lifts and truck cranes and similar devices used for hoisting materials are considered "tools and equipment" and not temporary facilities.

1.5 DEBRIS CHUTES

A. Debris Chutes: None Required

1.6 TEMPORARY STAIRS AND SCAFFOLDING

A. None required

PART 2 - PRODUCTS

Not applicable to this Section.

PART 3 - EXECUTION

3.1 MAINTENANCE OF CONSTRUCTION AIDS

A. Maintenance: Use all means necessary to maintain construction aids in proper and safe condition throughout progress of the Work.

Valencia Heritage Park

Department of Public Works 01 54 00-2 Project# P1021
City of Santa Clarita Construction Aids

B. Replacement: In the event of loss or damage, promptly restore construction aids by repair or replacement at no change in the Contract Sum or Contract Time.

3.2 REMOVAL OF CONSTRUCTION AIDS

A. Removal of Construction Aids: Unless otherwise mutually agreed by Construction Manager and Contractor, remove construction aids prior to Contract Completion review. Coordinate removal with requirements specified in Section 01 51 00 - Temporary Utilities, Section 01 52 00 - Construction Facilities, Section 01 55 00 - Vehicular Access and Parking and Section 01 56 00 - Temporary Barriers and Enclosures.

B. Cleaning and Repairs: Clean and repair damage caused by installation or use of construction aids.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 55 00-1 Project# P1021
City of Santa Clarita Vehicular Access and Parking

SECTION 01 55 00

VEHICULAR ACCESS AND PARKING

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Requirements for vehicular access to Work areas.

B. Requirements for construction parking.

1.2 RELATED SECTIONS

A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises.

B. Section 01 52 00 - Construction Facilities: Coordination of access to field offices and sheds.

C. Section 01 55 29 - Construction Staging Areas: Layout of construction staging area, including locations for vehicular access and construction parking.

D. Section 01 56 00 - Temporary Barriers and Enclosures: Requirements for temporary construction barriers, enclosures, and passageways, appliable to construction parking areas.

E. Section 01 58 00 - Project Identification: Directional and informational signage.

F. Section 01 57 00 - Temporary Controls: Storm water pollution prevention measures; video record of existing conditions to be used to determine restoration Work.

G. Section 01 74 00 - Cleaning and Waste Management : Cleaning during construction and final cleaning.

1.3 PROTECTION OF EXISTING CONDITIONS

A. Protection of Adjacent Facilities: Contractor shall restrict Work to limits indicated on the Drawings and as specified in Section 01 10 00 - Summary of the Project. Protect existing, adjacent facilities from damage, including soiling and debris accumulation.

1.4 SITE ACCESS

A. Site Access: Use of designated existing streets and driveways for construction traffic is permitted.

Contractor shall prepare a haul route plan and obtain approval from Owner’s Representative prior to site mobilization. Review access routes with Construction Manager and comply with directions.

1. Tracked vehicles shall not use paved areas.

2. Provide unimpeded access for emergency vehicles. Maintain 20 foot (6 m) width driveways with turning space between and around combustible materials.

3. Provide and maintain access to fire hydrants free of obstructions.

Valencia Heritage Park

Department of Public Works 01 55 00-2 Project# P1021
City of Santa Clarita Vehicular Access and Parking

4. Clean and restore paving and other site features after construction use.

B. Traffic Control:

1. Contractor shall comply with all traffic regulations, including speed limits. Contractor shall pay all parking and traffic fines.

2. Employ trained and equipped flag persons to regulate traffic when construction operations or traffic encroach on vehicular and pedestrian traffic lanes. Comply with regulations of authorities having jurisdiction.

3. Provide signage, cones, and other suitable devices to direct traffic. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic.

1.5 TRAFFIC SIGNS AND SIGNALS

A. Traffic Signs and Signals: Provide temporary si gns and signals as required by Authorities Having Jurisdiction. Relocate signs and signals as necessary during construction.

1.6 CONSTRUCTION PARKING

A. Construction Parking: Contractor shall prepare a parking plan and obtain approval fr om Owner’s Representative prior to site mobilization. Review construction parking with Construction Manager and comply with directions of Construction Manager.

1. Provide parking in designated locations for construction purposes.

2. Do not park on public roadways unless approved by local police and fire authorities. Do not park on streets of adjoining residential community. Overnight parking is prohibited.

3. Maintain clear access ways and parking for emergency vehicles, as required by local police and fire authorities.

PART 2 - PRODUCTS

Not applicable to this Section.

PART 3 - EXECUTION

3.1 MAINTENANCE OF PARKING AND ACCESS ROADS

A. Maintenance: Maintain traffic and parking areas in a sound condition. Repair breaks, potholes, low areas, standing water and other deficiencies, to maintain paving and drainage in original or specified condition.

B. Cleaning of Roadways and Parking Areas: Keep public and private rights-of-way and parking areas clear of construction-caused soiling, dust, and debris, especially debris hazardous to vehicle tires.

Perform cleaning as frequently as necessary. Coordinate with requirements specified in Section 01 57 00 - Temporary Controls and Section 01 74 00 - Cleaning and Waste Management.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 55 29-1 Project# P1021
City of Santa Clarita Construction Staging Areas

SECTION 01 55 29

CONSTRUCTION STAGING AREAS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Contractor Staging Area requirements.

1.2 RELATED SECTIONS

A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises.

B. Section 01 52 00 - Construction Facilities: Field sheds.

C. Section 01 55 00 - Vehicular Access and Parking: Construction Parking.

D. Section 01 56 00 - Temporary Barriers and Enclosures: Temporary construction barriers, enclosures, and passageways.

E. Section 01 57 00 - Temporary Controls: Storm water pollution prevention measures; video record of existing conditions to be used to determine restoration Work.

F. Section 01 57 23 - Temporary Storm Water Pollution Control: Implementation and monitoring of Storm Water Pollution Prevention Plan (SWPPP).

G. Section 01 58 00 - Project Identification: Directional and informational signage.

H. Section 01 74 00 - Cleaning and Waste Management : Periodic cleaning and final cleaning for Substantial Completion review.

1.3 SUBMITTALS

A. Shop Drawings: Prior to site mobilization, Contractor shall prepare and submit for review by Construction Manager a site plan indicating detailed layout of Contractor Staging Area, including:

1. Temporary utilities.

2. Temporary fencing and gates.

3. Temporary sheds.

4. Construction aids.

5. Vehicular accessways and on-site parking.

6. Temporary barriers and enclosures.

Valencia Heritage Park

Department of Public Works 01 55 29-2 Project# P1021
City of Santa Clarita Construction Staging Areas

PART 2 - PRODUCTS

Not applicable to this Section.

PART 3 - EXECUTION

3.1 CONTRACTOR STAGING AREA REQUIREMENTS

A. Contractor Staging Areas: Refer to reference drawings included in the set of Contract Drawings for location of Contractor Staging Areas.

1. Contractor shall use only site areas designated specifically by Construction Manager as Contractor Staging Area for the Project.

2. Contractor Staging Area for the Project shall be clearly indicated. Equipment placed or located outside of areas designated for Contractor Staging Area shall be removed to within Contractor Staging Area at no change in Contract Time and Contract Sum.

3. Access to Contractor Staging Areas and other construction accessways and thoroughfares shall be kept clear at all times. Provide traffic and parking control signage acceptable to Construction Manager.

B. Cleanliness: Contractor Staging Area shall be kept clear of trash and debris and in neat order.

Contractor shall be responsible for cleanliness and order of assigned Contractor Staging Areas, as acceptable to Construction Manager.

3.2 REMOVAL OF CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

A. Removal of Construction Facilities and Temporary Controls: Unless otherwise mutually agreed by Construction Manager and Contractor, remove temporary materials, equipment, services, and construction prior to Contract Completion review. Coordinate removal with requirements specified in Section 01 51 00 - Temporary Utilities, Section 01 52 00 - Construction Facilities, Section 01 55 00 - Vehicular Access and Parking and Section 01 56 00 - Temporary Barriers and Enclosures.

B. Cleaning and Repairs: Clean and repair damage caused by installation or use of temporary facilities on public and private rights-of-way.

C. Removal of Temporary Utilities and Restoration: Remove temporary underground utility installations to a depth of 2-feet. Backfill, compact, and regrade site as necessary to restore areas or to prepare for indicated paving and landscaping.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 56 00-1 Project# P1021
City of Santa Clarita Temporary Barriers and Enclosures

SECTION 01 56 00

TEMPORARY BARRIERS AND ENCLOSURES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Temporary construction barriers, enclosures.

1. Dust and debris barriers.

2. Security barriers.

3. Temporary chainlink fencing.

B. Protection of completed Work.

C. Removal of construction facilities and temporary controls.

1.2 RELATED SECTIONS

A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises.

B. Section 01 55 00 - Vehicular Access and Parking: Construction parking restrictions.

C. Section 01 57 00 - Temporary Controls: General requirements for protection of existing conditions and run-off control.

D. Section 01 58 00 - Project Identification: Directional and informational signage.

1.3 CODES AND REGULATIONS

A. California Building Code (CBC): Comply with California Building Code (CBC) Chapter 33, Section 3303 - Protection of Pedestrians During Construction or Demolition.

B. Fire Regulations: Comply with requirements of fire authorities having jurisdiction, including California Fire Code (CFC) Article 87 during performance of the Work.

C. Safety Regulations: Comply with requirements of all applicable Federal, State, and local safety rules and regulations. Contractor shall be solely responsible for jobsite safety.

D. Barricades and Barriers: As required by governing authorities having jurisdiction, provide substantial barriers, guardrails, and enclosures around Work areas and adjacent to embankments and excavations for protection of workers and the public.

Valencia Heritage Park

Department of Public Works 01 56 00-2 Project# P1021
City of Santa Clarita Temporary Barriers and Enclosures

1.4 PROTECTION OF EXISTING CONDITIONS

A. Protection of Adjacent Facilities: Contractor shall restrict Work to limits indicated on the Drawings and as specified in Section 01 10 00 - Summary of the Project: Protect existing, adjacent facilities from damage, including soiling and debris accumulation.

B. Protection of Existing Furniture, Fixtures and Equipment: As applicable, provide temporary enclosures, barriers and covers to protect exis ting furniture, fixtures , and equipment remaining in Project area during construction.

1.5 MAINTENANCE OF CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

A. Maintenance: Use all means necessary to maintain temporary barriers and enclosures in proper and safe condition throughout progress of the Work.

B. Replacement: In the event of loss or damage, promptly restore temporary barriers and enclosures by repair or replacement at no change in the Contract Sum or Contract Time.

1.6 TEMPORARY BARRIERS, ENCLOSURES AND PASSAGEWAYS

A. Temporary Barriers, General: Provide temporary fencing, safety netting, screening, barriers, and guardrails as necessary to provide for public safety, to prevent unauthorized entry to construction areas and to protect existing facilities, environmentally sensitive areas, and adjacent properties from damage from construction operations.

1. Refer to temporary fencing and phasing plan in the Drawings. Comply with requirements indicated.

2. Note requirements for continued occupancy and use of existing buildings and site areas during construction.

3. Comply with applicable requirements of California Building Code (CBC) and of authorities having jurisdiction, including industrial safety regulations. Review requirements with Construction Manager.

4. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire- protection facilities, stairways, and other access routes for firefighting.

5. Paint temporary barriers and enclosures with appropriate colors, graphics, and warning signs to inform personnel and public of possible hazard.

6. Where appropriate and necessary, provide warning lighting, including flashing red or amber lights.

B. Temporary Chainlink Fencing: Provide temporary portable chain-link fencing with windscreen. See Section 01 55 29 - Construction Staging Area for requirements and layout of fencing.

1. Portable Chain-Link Fencing: Minimum 2-inch (50-mm) 11-gauge, galvanized steel, chain-link fabric fencing; minimum 8 feet (2.4 m) high with galvanized steel pipe posts; minimum 2 -3/8- Valencia Heritage Park

Department of Public Works 01 56 00-3 Project# P1021
City of Santa Clarita Temporary Barriers and Enclosures

inch- (60-mm-) OD line posts and 2 -7/8-inch- (73-mm-) OD corner and pull posts, with 1- 5/8- inch- (42-mm-) OD top and bottom rails.
a. Provide concrete or galvanized steel bases for supporting posts. b. Provide protective barriers at bases to prevent tripping by pedestrians and to protect finish surface.

2. Windscreen on Chain- Link Fencing: For screening of construction activities from view, equivalent to the following:

a. Specified manufacturer: Collins Company, Fullerton, CA (714/870-9779). b. Acceptable manufacturers: None identified. Equivalent products of other manufacturers will be considered in accordance with the "or equal" provision specified in Section 01 60 00 - Product Requirements.
c. Windscreen fabric: Closed mesh weave of 30 warp by 16 fills per square inch. 1) Fiber: 5.6 ounce per square yard polypropylene fiber. 2) Shade factor: 78 percent.
3) Tensile strength: 360 pounds for warp and 190 pounds for fill, when tested according to ASTM D1682, grab method.
4) Tear strength: 110 pounds for warp and 70 pounds for fill, when tested according to ASTM D2263, trapezoidal method.
d. Fabric fabrication:
1) Reinforce hems and seams with 2 -3/4 inch black polypropylene folded binding tape, with tensile strength of 300 pounds.
2) Provide center reinforcing tape in addition to reinforced perimeter hems and panel seams.
3) Sew hems and seams with UV light resistant polyester thread. 4) Provide 9/32-inch brass grommets spaced at 12- inches on center in perimeter hems and center reinforcing tape.
e. Secure windscreen to fence at all grommets.
f. Locate windscreen on outside of fence.

C. Tarpaulins: Fire-resistive labeled with flame-spread rating of 15 or less.

D. Temporary Wood Fencing: Erect a structurally adequate, protective wood fencing in compliance with California Building Code (CBC) Chapter 33, Section 3303.7 - Pedestrian Protection. Wood fencing shall be provided as required by Table 33-A.

1. Materials: As required by CBC Section 3303.7.

2. Finishes: As acceptable to Owner’s Representative. Fence where exposed to public view shall receive minimum of one coat wood primer and one coat semi-gloss paint, color(s) as directed by Construction Manager.

E. Temporary Closures: Provide temporary closures for protection of construction, in progress and completed, from exposure, foul weather, other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior.

1. Where heating or cooling is needed and permanent enclosure is not complete, provide insulated temporary enclosures. Coordinate closures with ventilating and material drying or curing requirements to avoid dangerous conditions and effects such as mold.

Valencia Heritage Park

Department of Public Works 01 56 00-4 Project# P1021
City of Santa Clarita Temporary Barriers and Enclosures

2. Vertical openings: Close openings of 25 sq. ft. (2.3 sq. m) or less with plywood or similar materials.

3. Horizontal openings: Close openings in floor or roof decks and horizontal surfaces with load- bearing, wood-framed construction.

4. Install tarpaulins securely using wood framing and other suitable materials.

5. Where temporary wood or plywood enclosure exceeds 100 sq. ft. (9.2 sq. m) in area, use fire- retardant-treated material for framing and main sheathing.

F. Temporary Partitions: Erect and maintain temporary partitions and temporary closures to limit dust and dirt migration, including migration into existing facilities, to separate areas from fumes and noise and to maintain fire- rated separations. Coordinate with provisions to control pollutants specified in Section 01 81 19 - Indoor Air Quality Requirements.

1. Dust barriers: Construct dustproof, floor -to-ceiling partitions of not less than nominal 4- inch (100-mm) studs, 2 layers of 3-mil (0.07-mm) polyethylene sheets, inside and outside temporary enclosure.

a. Overlap and tape full length of joints.
b. Include 5/8-inch thick gypsum board at temporary partitions serving as noise barrier. c. Insulate partitions to minimize noise transmission to adjacent occupied areas. d. Seal joints and perimeter of temporary partitions.

2. Dust barrier passages: Where passage through dust barrier is necessary, provide gasketed doors or heavy plastic sheets that effectively prevent air passage.

a. Construct a vestibule and airlock at each entrance to temporary enclosure with not less than 48 inches (1219 mm) between doors.
b. Maintain water-dampened foot mats in vestibule where passage leads to existing occupied spaces.
c. Equip doors with security locks.

3. Fire-rated temporary partitions: Maintain fire- rated separations, including corridor walls and occupancy separations, by construction of stud partitions with gypsum board faces.

a. Construction details shall comply with recognized time- rated fire -resistive construction.

Typically, 1-hour rated partitions shall be 2x4 wood studs at 16- inches on center or 3- 1/2 inch metal studs at 16-inches on center, with 5/8-inch thick Type X gypsum board at both faces, with joints filled, taped and topped.
b. Seal partition perimeters with acceptable fire stopping and smoke seal materials. c. Construct fire- rated temporary partitions whenever existing time- rate fire -resistive construction is removed for 12 hours or more.

G. HVAC Protection: Provide dust barriers at HVAC return grilles and air inlets to prevent spread of dust and clogging of filters.

Valencia Heritage Park

Department of Public Works 01 56 00-5 Project# P1021
City of Santa Clarita Temporary Barriers and Enclosures

H. Temporary Floor Protection: Protect existing floors from soiling and damage. Coordinate with pollution controls specified in Section 01 81 19 - Indoor Air Quality Requirements.

1. Cover floor with 2 layers of 3- mil (0.07-mm) polyethylene sheets, extending sheets 18 inches (460 mm) up the side walls.

2. Cover polyethylene sheets with 3/4-inch (19-mm) fire-retardant plywood.

3. Provide floor mats to clean dust from shoes.

I. Landscape Barriers: Provide barriers around trees and plants and environmentally sensitive areas designated to remain.

1. Locate barriers as directed outside of drip lines of trees and plants.

2. Protect entire area under trees against vehicular traffic, stored materials, dumping, chemically injurious materials, and puddling or continuous running water.

3. Contractor shall pay all costs to restore trees and plants within barriers that are damaged by construction activities. Restoration shall include replacement with plant materials of equal quality and size. Costs shall include all fines, if any, levied by authorities having jurisdiction.

J. Barricades, Warning Signs and Lights, General: Comply with standards and Code requirements for erection of structurally adequate barricades. Paint barricades with appropriate colors, graphics, and warning signs to inform personnel and the public of the hazard being protected against. Where appropriate and needed provide lighting, including flashing red or amber lights.

K. Guard Rails: Provide guard rails along tops of embankments and excavations. Along public walkways and areas accessible by the public, adjoining excavations, provide guardrails in addition to fencing.

1. Guardrails shall be substantially and durably constructed of lumber, firmly anchored by posts embedded in concrete, and complying with Code requirements for temporary barriers.

2. Guardrails shall comply with dimensional requirements and accommodate loads as prescribed by California Building Code (CBC) for permanent guardrails.

L. Security Closures and Lockup: Provide substantial temporary closures of openings in exterior surfaces and interior areas as appropriate to prevent unauthorized entrance, vandalism, theft, and similar violations of security. Provide doors with self-closing hardware and locks.

1. Storage: Where materials and equipment must be stored, and are of value or attractive for theft, provide a secure lockup. Enforce discipline in connection with the installation and release of material to minimize the opportunity for theft and vandalism.

M. Weather Closures: Provide temporary weather-tight closures at exterior openings to prevent intrusion of water, to create acceptable working conditions, to protect completed Work and to maintain temporary heating, cooling, and ventilation. Provide access doors with self -closing hardware and locks.

Valencia Heritage Park

Department of Public Works 01 56 00-6 Project# P1021
City of Santa Clarita Temporary Barriers and Enclosures

N. Temporary Access, Passage, and Exit Ways: Construct temporary stairs, ramps, and covered walkways, with related doors, gates, closures, guardrails, handrails, lighting, and protective devices, to maintain access and exit ways to existing facilities to remain operational.

1. Design and location of temporary construction shall be by Contractor, subject to review by Construction Manager and authorities having jurisdiction.

2. Provide temporary lighting, illuminated interior exit signage, non- illuminated directional and instructional signage, and temporary security alarms for temporary exits and exit passageways.

3. Temporary measures shall suit and connect to existing building systems, and shall be approved by Construction Manager and authorities having jurisdiction.

1.7 PROTECTION OF INSTALLED WORK

A. Protection of Installed Work, General: Provide temporary protection for installed products. Control traffic in immediate area to minimize damage.

B. Protective Coverings: Provide protective coverings at walls, projections, jambs, sills, and soffits of openings as necessary to prevent damage from construction activities, such as coatings applications, and as necessary to prevent other than normal atmospheric soiling.

C. Traffic Protection:

1. Protect finished floors, stairs and other surfaces from traffic, soiling, wear, and marring.

2. Provide temporary covers of plywood, reinforced kraft paper or temporary rugs and mats, as necessary. Temporary covers shall not slip or tear under normal use.

3. Prohibit traffic and storage on waterproofed and roofed surfaces and on landscaped areas.

4. Protect newly fine graded, seeded, and planted areas with barriers and flags to designate such areas as closed to pedestrian and vehicular traffic.

1.8 REMOVAL OF TEMPORARY BARRIERS AND ENCLOSURES

A. Removal of Temporary Barriers and Enclosures: Unless otherwise mutually agreed by Construction Manager and Contractor, remove temporary materials, equipment, services, and construction prior to Contract Completion review. Coordinate removal with requirements specified in Section 01 51 00 - Temporary Utilities, Section 01 52 00 - Construction Facilities, Section 01 55 00 - Vehicular Access and Parking and Section 01 56 00 - Temporary Barriers and Enclosures.

B. Cleaning and Repairs: Clean and repair damage, soiling and marring caused by installation or use of temporary barriers and enclosures.

PART 2 - PRODUCTS

Not applicable to this Section.

Valencia Heritage Park

Department of Public Works 01 56 00-7 Project# P1021
City of Santa Clarita Temporary Barriers and Enclosures

PART 3 - EXECUTION

Not applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 56 33-1 Project# P1021
City of Santa Clarita Temporary Security Barriers and Enclosures

SECTION 01 56 33

TEMPORARY SECURITY BARRIERS AND ENCLOSURES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Work site security.

B. Security/pass requirements, including pass-type identification badges.

C. Fire protection during construction.

1.2 RELATED SECTIONS

A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises.

B. Section 01 52 00 - Construction Facilities: Storage sheds at Work site.

C. Section 01 55 00 - Vehicular Access and Parking: Vehicle access and parking control at Work areas.

D. Section 01 56 00 - Temporary Barriers and Enclosures: Requirements for barriers and fences to control access to site.

1.3 CODES AND REGULATIONS

A. Fire Regulations: Comply with requirements of fire authorities having jurisdiction, including California Fire Code (CFC) Article 87 during performance of the Work.

B. Safety Regulations: Contractor shall be solely responsible for jobsite safety. Minimum requirements shall include the following.

1. Comply with requirements of all applicable Federal, State, and local safety rules and regulations.

2. Comply with requirements in printed handbook provided under separate cover by Construction Manager.

C. Barricades and Barriers: Provide substantial barriers, guardrails, fencing and enclosures as necessary to secure and control access to Work areas. See Section 01 56 00 - Temporary Barriers and Controls for specific requirements.

1.4 WORK SITE SECURITY

A. Security Responsibility: Security of the Work site, including various locations within existing facilities, shall be solely the Contractor's responsibility until completion of the Work.

B. Contractor's Security Program:

1. Contractor shall protect Work site, including existing premises and Owner’s Representative's operations, from theft, vandalism, and unauthorized entry. Contractor shall be responsible for Valencia Heritage Park

Department of Public Works 01 56 33-2 Project# P1021
City of Santa Clarita Temporary Security Barriers and Enclosures

restoration and replacement of loss or damage to property at no change in Contract Sum and Contract Time.

a. Damaged and deteriorated products shall not be incorporated into the Work. b. Damaged and deteriorated products shall be immediately removed from the site. c. Damage to completed Work and to existing facilities shall be immediately corrected.

2. Termination of or reduction in Security P rogram as Work is completed may occur only with approval of Construction Manager.

3. Contractor shall provide enclosures and sheds to protect materials and equipment from damage, theft and misuse at no change in Contract Sum and Contract Time. Refer to Section 01 52 00 - Construction Facilities and insurance requirements in General Provisions of the Contract.

4. Project Inspector's Access: Provide the Project Inspector with keys necessary to gain access to locked areas of the Work. Project Inspector will be responsible for such keys and will return them to the Contractor at acceptance of the project or area is complete.

C. Guard Service: At Contractor's discretion, employ guards to protect the site after working hours.

Costs of guard service shall be included in the Contract Sum.

D. Work Site Entry Control:

1. Contractor shall restrict entry of unauthorized persons and vehicles to Work site and existing facilities. Comply with requirements specified in Section 01 55 00 - Vehicular Access and Parking.

2. Contractor shall permit and accommodate site access by Construction Manager, Owner’s Representative's staff, inspectors, and construction personnel performing concurrent work for Owner’s Representative.

3. Coordinate Work site entry control with requirements specified in Section 01 55 00 - Vehicular Access and Parking, including restrictions on obstructing roadways and walkways.

E. Supplements to Site Security: Owner, at Owner’s expense, may supplement construction site security.

1.5 PERMANENT KEYS CONTROL

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

1.6 FIRE PROTECTION

A. Fire Protection Responsibility: Protection of Project from fire shall be solely Contractor's responsibility.

Valencia Heritage Park

Department of Public Works 01 56 33-3 Project# P1021
City of Santa Clarita Temporary Security Barriers and Enclosures

B. Fire Protection Provisions, General: Maintain, at a minimum, the Work in conditions to minimize fire hazards and provide adequate fire protection devices, such as suitable fire extinguishers, blankets, warning signs and storage containers.

1. Store combustible materials in containers in fire-safe locations.

2. Maintain unobstructed access to fire extinguishers, fire hydrants, temporary fire protection facilities, stairways, and other access routes for fighting fires. Prohibit smoking in hazardous fire exposure areas.

3. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition.

C. Special Fire Protection Provisions: During hazardous construction activities, maintain adequate fire protection devices immediately available for use at the location of such activities.

D. Fire Protection Equipment: Until fire protection is provided by permanent fire protection systems and equipment, install, and maintain temporary fire protection equipment as necessary to protect against ignition and spread of fires. Comply with NFPA 10 "Standard for Portable Extinguishers" and NFPA 241 "Standard for Safeguarding Construction, Alteration and Demolition Operations."

E. Temporary Fire Sprinkler Provisions: Where existing fire sprinkler system is affected by demolition and re- construction activities, provide either temporary fire protection measures acceptable to authorities having jurisdiction or modify existing system as necessary to maintain fire protection.

Include extensions and additions to standpipe system, for Fire Department connections. Comply with California Fire Code (CFC) Article 87 during all phases of the Work.

F. Fire Extinguishers for Protection During Construction: Comply with NFPA 10 and 241 for classification, extinguishing agent and size required by location and class of fire exposure.

1. Provide hand carried, portable UL-rated, Class "A" fire extinguishers for temporary offices and similar spaces.

2. In other locations, provide hand- carried, portable, UL- rated, Class "ABC" dry chemical extinguishers, or a combination of extinguishers of NFPA recommended classes for the exposures.

G. Installation of Fire Extinguishers for Protection During Construction: Locate fire extinguishers in field offices, storage sheds, tool houses, other temporary buildings and throughout the Work site. Comply with directions of Fire Marshal having jurisdiction.

1. In the area under construction, provide at least one fire extinguisher for each 5,000 square feet of building floor area.

2. Locate fire extinguishers no greater than 100 feet travel distance apart.

PART 2 - PRODUCTS

Not Applicable to this Section.

Valencia Heritage Park

Department of Public Works 01 56 33-4 Project# P1021
City of Santa Clarita Temporary Security Barriers and Enclosures

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 57 00-1 Project# P1021
City of Santa Clarita Temporary Controls

SECTION 01 57 00

TEMPORARY CONTROLS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Protection of existing conditions, including video record of existing conditions.

B. Life safety and fire protection.

C. Security.

D. Protection of installed Work.

1.2 RELATED SECTIONS

A. Section 01 10 00 - Summary of the Project: Contractor's use of site and premises.

B. Section 01 81 19 - Indoor Air Quality Requirements: Control of dust and other pollutants at building interior.

C. Section 01 56 00 - Temporary Barriers and Enclosures

D. Section 01 52 00 - Construction Facilities: Field offices and sheds.

E. Section 01 54 00 - Construction Aids: Temporary lifts and hoists; temporary stairs and scaffolding.

F. Section 01 55 00 - Vehicular Access and Parking: Vehicle access and parking control at Work areas.

G. Section 01 56 00 - Temporary Barriers and Enclosures: Requirements for dust and debris barriers.

H. Section 01 57 23 - Temporary Storm Water Pollution Control: Prevention of discharge of pollutants from the construction site into receiving waters.

I. Section 01 74 00 - Construction Waste Management and Disposal : Control of construction and demolition waste.

1.3 CODES AND REGULATIONS

A. Fire Regulations: Comply with requirements of fire authorities having jurisdiction, including California Fire Code (CFC) Article 87 during performance of the Work.

B. Safety Regulations: Contractor shall be solely responsible for jobsite safety. Minimum requirements shall include the following.

1. Comply with requirements of all applicable Federal, State, and local safety rules and regulations.

2. Comply with requirements in handbook provided under separate cover by Construction Manager.

Valencia Heritage Park

Department of Public Works 01 57 00-2 Project# P1021
City of Santa Clarita Temporary Controls

C. Barricades and Barriers: As required by authorities having jurisdiction, provide substantial barriers, guardrails, and enclosures around Work areas and adjacent to embankments and excavations for protection of workers and the public. See Section 01 56 00 - Temporary Barriers and Enclosures for additional requirements.

1.4 PROTECTION OF EXISTING CONDITIONS

B. Video Record of Existing Conditions: Contractor shall produce video record of all existing conditions within and adjacent to Project area.

1. Video record shall made on digital video disk (DVD), with sound to record comments to identify locations and describe conditions.

2. Construction Manager will accompany Contractor during recording of existing conditions but will not direct recording process.

3. Video shall record state of existing features, including but not limited to:

a. Paving.
b. Landscaping.
c. Building surfaces.
d. Utilities.
e. Lighting standards, fencing, signage, and other site appurtenances.

4. Contractor shall retain one copy and deliver one copy of video record to Construction Manager.

5. Video record shall be used to verify restoration of existing conditions after completion of construction activities.

6. Existing feature not recorded shall be restored as directed by Construction Manager, including reconstruction, and refinishing as determined necessary by Construction Manager.

1.5 FIRE PROTECTION

A. Fire Protection Responsibility: Protection of Project from fire shall be solely Contractor's responsibility.

1. Store combustible materials in containers in fire-safe locations.

Valencia Heritage Park

Department of Public Works 01 57 00-3 Project# P1021
City of Santa Clarita Temporary Controls

3. Provide supervision of welding operations, combustion type temporary heating units, and similar sources of fire ignition.

C. Special Fire Protection Provisions: During hazardous construction activities, maintain adequate fire protection devices immediately available for use at the location of such activities.

Include extensions and additions to standpipe system, for Fire Department connections. Comply with California Fire Code (CFC) Article 87 or latest version during all phases of the Work.

F. Fire Extinguishers for Protection During Construction: Comply with NFPA 10 and 241 for classification, extinguishing agent and size required by location and class of fire exposure.

1. Provide hand carried, portable UL-rated, Class "A" fire extinguishers for temporary offices and similar spaces.

2. In other locations, provide hand- carried, portable, UL- rated, Class "ABC" dry chemical extinguishers, or a combination of extinguishers of NFPA recommended classes for the exposures.

1. In the area under construction, provide at least one fire extinguisher for each 5,000 square feet of building floor area.

2. Locate fire extinguishers no greater than 100 feet travel distance apart.

1.6 SECURITY

A. Security Responsibility: Security of the Project area shall be solely the Contractor's responsibility until completion of the Work.

B. Security Provisions, General: Provide security program and facilities to protect Work from unauthorized entry, vandalism, and theft.

C. Guard Service: At Contractor's discretion, employ guards to protect the site after working hours.

1.7 EROSION AND SEDIMENTATION CONTROL

A. Pavement Clearing and Cleaning: Keep site accessways, parking areas and building access and exit facilities clear of mud.

Valencia Heritage Park

Department of Public Works 01 57 00-4 Project# P1021
City of Santa Clarita Temporary Controls

1. Remove mud, soil and debris and dispose in a manner which will not be injurious to persons, property, plant materials and site.

2. Comply with runoff control requirements specified in Section 01 57 23 – Temporary Storm Water Pollution Control.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 58 00-1 Project# P1021
City of Santa Clarita Project Identification

SECTION 01 58 00

PROJECT IDENTIFICATION

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. On-site Project identification and temporary informational signs to be maintained during Contract.

1.2 RELATED SECTIONS

A. Section 01 56 00 - Temporary Barriers and Enclosures: Temporary wood barriers and enclosures.

B. Section 09 90 00 - Painting and Coating: General requirements for paint products and painting.

1.3 SUBMITTALS

A. Shop Drawings: Submit layout of sign faces to Construction Manager and Owner’s Representative for review and approval. Accurately depict lettering styles, graphics, and colors.

1.4 QUALITY ASSURANCE

A. Sign Painter's Qualifications: Sign painter shall be regularly engaged and specializing, for the preceding 3 years, in the design, execution, construction and installation of exterior signage of equivalent type, size, and complexity as those required for Project.

PART 2 - PRODUCTS

2.1 SIGN MATERIALS

A. Sign Structure and Framing: New materials, wood, or metal, structurally adequate to support sign panel and suitable for specified finish.

B. Sign Surfaces: Minimum 3/4- inch thick, exterior grade, softwood plywood with medium or high- density phenolic sheet overlay, standard large sizes to eliminate joints. Provide sheet thickness as required to span across framing members and provide even, smooth surface without waves or buckles.

C. Rough Hardware: Galvanized steel, as specified in Section 05 05 23 - Metal Fastenings

D. Paint, Sign Face: Exterior quality primer and gloss enamel finish, as customarily used for sign painting, adequate to resist weathering and fading for the scheduled construction period.

E. Paint, Sign Structure: Exterior quality, primer, and flat finish paint, adequate to resist weathering and fading for scheduled construction period. See also Section 09 90 00 - Painting and Coating.

2.2 PROJECT IDENTIFICATION SIGN

A. Project Identification Sign: As directed, provide one painted Project Identification Sign of minimum 8- feet by 8-feet sign face of 3/4-inch minimum medium-density overlay (MDO) exterior grade plywood, Valencia Heritage Park

Department of Public Works 01 58 00-2 Project# P1021
City of Santa Clarita Project Identification

with framing constructed of 8x8 vertical framing members with 6x6 bracing members, mounted on 12x12 base skids to enable sign to be relocated to suit construction activities. Sign face shall be graphic design to be provided by Owner’s Representative and will incorporate the rendering, team members.

1. Graphic design, text, style of lettering, and colors shall be as directed; assume 4 colors and special graphic for Project title.

2. Sign shall identify project name, project number, Construction Manager's name, Owner’s Representative's name, and Contractor's name.

3. Include corporate logos of parties identified on sign.

B. Project Address Signs: Provide Project name and street address signs, minimum of 4 feet wide, to identify Project to facilitate deliveries.

1. Graphic design and colors shall match Project Identification Sign.

2. Text shall be as directed.

C. Sign Painting: Sign panels shall be shop painted and field installed.

1. Sign painting shall be performed by professional sign painters. Silk screen method is recommended in order to accurately depict graphics.

2. Paint back and edges of sign panels for complete weather resistance and finished appearance.

2.3 PROJECT INFORMATIONAL SIGNS

A. Restrictions: Signs other than Project Identification Sign specified above and Project Informational Signs specified below shall not be displayed without approval of Construction Manager.

B. Project Informational Signs: Informational signs, necessary for conduct of construction activities or required by governmental authorities having jurisdiction may be displayed when in conformance to sign construction and graphic requirements specified in this Section.

1. Construction Manager and Owner’s Representative may review such signs. If so, review will be for sign construction, and graphic designs only.

2. Adequacy of signage for safety and conformance to requirements of authorities having jurisdiction and trade practices shall be solely Contractor's responsibility.

C. Sign Painting: Informational signage shall be produced by professional sign painters and be of size and lettering style consistent with use. Colors shall be as required by authorities having jurisdiction and, if not otherwise required, of colors consistent with Project graphics.

1. Sign Face Finish: Gloss enamel.

2. Structure Finish: Paint exposed surfaces of supports and framing members one coat of primer and one coat of exterior paint, flat finish.

Valencia Heritage Park

Department of Public Works 01 58 00-3 Project# P1021
City of Santa Clarita Project Identification

PART 3 - EXECUTION

3.1 PROJECT IDENTIFICATION SIGN INSTALLATION

A. Project Identification Sign Construction: Construct sign support structure and install panels in durable manner, to resist high winds.

B. Project Identification Sign Installation: Erect Project Identification Sign on site at a lighted location of high public visibility, adjacent to the main entrance to the site, as approved by Construction Manager.

1. Install sign at height for optimum visibility, on ground- mounted poles or attached to portable structure on skids.

2. Portable structure shall resist overturning force of wind.

C. Street Address Signs: Locate and install signs at each access point from public streets.

D. Field Painting: Paint all surfaces and edges of sign face and support structure for finished appearance.

3.2 PROJECT INFORMATIONAL SIGNS INSTALLATION

A. Project Informational Signs Construction: Construct sign support structure and install panels in durable manner, to resist high winds.

B. Project Informational Signs Installation:

1. Locate signs as necessary for construction activities and as required by authorities having jurisdiction.

2. Install informational signs for optimum visibility, on ground- mounted posts or temporarily attached to surfaces of structures.

3. Attachment methods shall leave no permanent disfiguration or discoloration on completed Work.

C. Field Painting: Paint all surfaces and edges of sign face and support structure for finished appearance.

3.3 SIGNS MAINTENANCE

A. Signs Maintenance: Maintain signs and supports in a neat, clean condition. Repair all damage and weathering to structure, framing and signage.

B. Sign Relocation: Relocate signs as required by progress of the Work.

3.4 REMOVAL

A. Project Identification Sign Removal: Remove Project Identification Sign when directed.

Valencia Heritage Park

Department of Public Works 01 58 00-4 Project# P1021
City of Santa Clarita Project Identification

B. Project Information Signs Removal: Remove all informational signs, framing, supports and foundations prior to Substantial Completion review.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 60 00-1 Project# P1021
City of Santa Clarita Product Requirements and Substitution Request Form

SECTION 01 60 00

PRODUCT REQUIREMENTS AND SUBSTITUTION REQUEST FORM

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. General requirements for products used for the Work, including:

1. General characteristics of products.

2. Product options.

3. Substitutions.

4. System completeness.

5. Transportation and handling requirements.

6. Storage and protection of products.

7. Installation of products.

8. Substitution request forms

1.2 RELATED SECTIONS

A. Section 01 41 00 - Regulatory Requirements: Codes and standards applicable to product specifications; minimum requirements.

B. Section 01 42 13 - Reference Standards and Abbreviations: References to various standards, standard specifications, codes, practices, and other requirements.

C. Section 01 33 00 - Submittal Procedures: Requirements applicable to submittals for "or equal" and substitute products.

1.3 GENERAL PRODUCT REQUIREMENTS

A. Products, General: Items purchased for incorporation in the Work, whether purchased for the Project or taken from previously purchased stock, and include materials, equipment, assemblies, fabrications, and systems.

1. Named Products: Items identified by manufacturer's product name, including make or model designations indicated in the manufacturer's published product data.

2. Materials: Products that are shaped, cut, worked, mixed, finished, refined, or otherwise fabricated, processed, or installed to form a part of the Work.

3. Equipment: A product with operating parts, whether motorized or manually operated, that requires connections such as wiring or piping.

Valencia Heritage Park

Department of Public Works 01 60 00-2 Project# P1021
City of Santa Clarita Product Requirements and Substitution Request Form

B. Specific Product Requirements: Refer to requirements of Section 01 45 00 - Quality Control and individual product Specifications Sections in Divisions 2 through 3 3 for specific requirements for products.

C. Minimum Requirements: Specified requirements for products are minimum requirements. Refer to general requirements for quality of the Work specified in Section 01 45 00 - Quality Control and elsewhere herein.

D. Product Selection: Provide products that fully comply with the Contract Documents, are undamaged and unused at installation. Comply with additional requirements specified herein in Article titled "PRODUCT OPTIONS".

E. Standard Products: Where specific products are not specified, provide standard products of types and kinds that are suitable for the intended purposes and that are usually and customarily used on similar projects under similar conditions. Products shall be as selected by Contractor and subject to review and acceptance by Owner’s Representative.

F. Product Completeness: Provide products complete with all accessories, trim, finish, safety guards and other devices and details needed for a complete installation and for the intended use and effect.

Comply with additional requirements specified herein in Article titled "SYSTEM COMPLETENESS".

G. Code Compliance: All products, other than commodity products prescribed by Code, shall have a current ICC Evaluation Service, Inc. (ICC ES) Research Report or Evaluation Report, as applicable.

Refer to additional requirements specified in Section 01 41 00 - Regulatory Requirements.

H. Interchangeability: To the fullest extent possible, provide products of the same kind from a single source. Products required to be supplied in quantity shall be the same product and interchangeable throughout the Work. When options are specified for the selection of any of two or more products, the product selected shall be compatible with products previously selected.

I. Product Nameplates and Instructions:

1. Except for required Code- compliance labels and operating and safety instructions, locate nameplates on inconspicuous, accessible surfaces. Do not attach manufacturer's identifying nameplates or trademarks on surfaces exposed to view in occupied spaces or to the exterior.

2. Provide a permanent nameplate on each item of service- connected or power -operated equipment. Nameplates shall contain identifying information and essential operating data such as the following example:

Name of manufacturer
Name of product
Model and serial number
Capacity
Operating and Power Characteristics
Labels of Tested Compliance with Codes and Standards

3. For each item of service-connected or power-operated equipment, provide operating and safety instructions, permanently affixed and of durable construction, with legible machine lettering.

Comply with all applicable requirements of authorities having jurisdiction and listing agencies.

Valencia Heritage Park

Department of Public Works 01 60 00-3 Project# P1021
City of Santa Clarita Product Requirements and Substitution Request Form

J. Electrical Product Requirements: Comply with requirements specified in Division 16 – Electrical

1.4 PRODUCT OPTIONS

A. Products Specified by Description: Where Specifications describe a product, listing characteristics required, with or without use of a brand name, provide a product that has the specified attributes and otherwise complies with specified requirements.

3. Comply with specified attributes related to sustainable design criteria. Refer to Section 01 81 13 - Sustainable Design Requirements and requirements specified in individual product Sections in Divisions 2 through 32.

B. Products Specified by Performance Requirements: Where Specifications require compliance with performance requirements, provide product(s) that comply and are recommended by the manufacturer for the intended application. Verification of manufacturer's recommendations may be by product literature or by certification of performance from manufacturer.

1. Comply with specified sustainable design performance requirements. Refer to Section 01 81 13 - Sustainable Design Requirements and requirements specified in individual product Sections in Divisions 2 through 33.

C. Products Specified by Reference to Standards: Where Specifications require compliance with a standard, provided product shall fully comply with the standard specified. Refer to general requirements specified in Section 01 42 13 - Reference Standards and Abbreviations regarding compliance with referenced standards, standard specifications, codes, practices, and requirements for products.

1. Comply with specified standards related sustainable design. Refer to Section 01 81 13 - Sustainable Design Requirements and requirements specified in individual product Sections in Divisions 2 through 33.

D. Products Specified by Identification of Manufacturer and Product Name or Number:

1. "Specified Manufacturer": Provide the specified product(s) of the specified manufacturer.

a. If only one manufacturer is specified, without "acceptable manufacturers" being identified, provide only the specified product(s) of the specified manufacturer. b. If the phrase "or equal" is stated or reference is made to the "or equal provision," products of other manufacturers may be provided if such products are equivalent to the specified product(s) of the specified manufacturer. Equivalence shall be demonstrated by submission of complete information in compliance with requirements specified herein under the Article titled "SUBSTITUTIONS."
c. Products identified as "Owner Standard" are only products acceptable. No substitutions will be considered.

2. "Acceptable Manufacturers": Product(s) of the named manufacturers, if equivalent to the specified product(s) of the specified manufacturer, will be acceptable in accordance with the requirements specified herein in the Article titled "SUBSTITUTIONS", except considerations regarding changes in Contract Time and Contract Sum will be waived if no increase in Contract Time or Contract Sum results from use of such equivalent products.

Valencia Heritage Park

Department of Public Works 01 60 00-4 Project# P1021
City of Santa Clarita Product Requirements and Substitution Request Form

3. Unnamed manufacturers: Products of unnamed manufacturers will be acceptable only as follows:

a. Unless specifically stated that substitutions will not be accepted or considered or that products are "Owner Standard," the phrase "or equal" shall be assumed to be included in the description of specified product(s). Equivalent products of unnamed manufacturers will be considered in accordance with the "or equal" provision specified herein, below. b. If provided, products of unnamed manufacturers shall be subject to the requirements specified herein in the Article titled "SUBSTITUTIONS."

4. Quality basis: Specified product(s) of the specified manufacturer shall serve as the basis by which products by named acceptable manufacturers and products of unnamed manufacturers will be evaluated. Where characteristics of the specified product are described, where performance characteristics are identified or where reference is made to industry standards, such characteristics are specified to facilitate evaluation of products by identifying attributes of the specified product(s) which must be met by proposed products.

E. Products Specified by Combination of Methods: Where products are specified by a combination of attributes, including manufacturer's name, product brand name, product catalog or identification number, industry reference standard, or description of product characteristics, provide products conforming to all specified attributes.

F. "Or Equal" Provision: Where the phrase "or equal" or the phrase "or approved equal" is included, product(s) of unnamed manufacturer(s) may be provided as specified above in subparagraph titled "Unnamed manufacturers."

1. Products identified as "Owner Standard" are the only products acceptable. No substitutions will be considered for "Owner Standard" products.

2. The requirements specified herein in the Article titled "SUBSTITUTIONS" shall apply to products provided under the "or equal" provision except, if the proposed product(s) are determined to be equivalent to the specified product(s) of the specified manufacturer, the requirement specified for substitutions to result in a net reduction in Contract Time or Contract Sum will be waived.

3. Use of product(s) under the "or equal" provision shall not result in any delay in completion of the Work, including completion of portions of the Work for use by Owner’s Representative or for work under separate contract by Owner’s Representative.

4. Use of product(s) under the "or equal" provision shall not result in change in Contract Sum and Contract Time. Should additional costs be incurred, including costs for re-design and for fees for plancheck review and permit, costs shall be paid by Contractor with no change in Contract Sum and Contract Time.

5. Use of product(s) under the "or equal" provision shall not require substantial change in the intent of the design, in the opinion of the Owner’s Representative . The intent of the design shall include functional performance and aesthetic qualities.

a. Should changes in dimensions, configurations, locations, and interfaces between products be necessary due to use of other than the specified products of the specified manufacturer, such changes shall be made by the Contractor, subject to review by the Owner’s Valencia Heritage Park

Department of Public Works 01 60 00-5 Project# P1021
City of Santa Clarita Product Requirements and Substitution Request Form

Representative and, if applicable, approval by the Division of the State Architect (DSA), at no change in Contract Sum and Contract Time.
b. Refer to Section 01 26 00 - Contract Modification Procedures for requirements for approval of changes by Authority Having Jurisdiction (AHJ).

6. The determination of equivalence will be made by the Owner’s Representative and such determination shall be final.

G. Visual Matching: Where Specifications require matching a sample, the decision by the Owner’s Representative on whether a proposed product matches shall be final. Where no product visually matches but the product complies with other requirements, comply with provisions for substitutions for selection of a matching product in another category.

H. Selection of Products: Where requirements include the phrase "as selected from manufacturer's standard colors, patterns and textures", or a similar phrase, selections of products will be made by indicated party or, if not indicated, by the Owner’s Representative. The Owner’s Representative will select color, pattern, and texture from the product line of submitted manufacturer, if all other specified provisions are met.

1.5 SUBSTITUTIONS

A. Substitutions: Requests by Contractor to deviate from specified requirements for products, materials, equipment, and methods, or to provide products other than those specified, shall be considered requests for substitutions except under the following conditions:

1. Any and all proposed material substitutions presented by the contractor shall be submitted to the Owner’s Representative during the Bid Period. These substitution requests must be received by the Owner’s Representative no later than 7 days prior to the scheduled bid opening.

Substitution request submittals shall be complete as outlined herein including for use of the attached substitution request form. Any substitution requests presented within the 7 days prior to the Bid Opening or beyond the Bid Opening will not be accepted. Acceptance shall be in the form of written Addendum to the Bidding documents prior to Bidding or revision to the Drawings or Specifications for use as Construction Contract Documents.

2. Changes in products, materials, equipment, and methods of construction are directed by the Construction Manager after consultation with Owner’s Representative.

3. Contractor options for provision of products and construction methods are specifically stated in the Contract Documents.

4. Change in products, materials, equipment, and methods of construction is required for compliance with Codes, ordinances, regulations, orders, and standards of authorities having jurisdiction.

B. Substitution Provisions: Refer to substitution provisions of the General Provisions of the Contract, in addition to the requirements specified herein. Provisions for consideration and acceptance of substitutions shall be as follows:

1. Structural considerations: Substitution requests for products that require structural attachment or which impose loads on the building structure, shall be accompanied by complete submission of product information, calculations and installation details sufficient for review by the Structural Valencia Heritage Park

Department of Public Works 01 60 00-6 Project# P1021
City of Santa Clarita Product Requirements and Substitution Request Form

Engineer of Record and review and approval by Authority Having Jurisdiction (AHJ). Submitted information shall include, but not be limited to, the following:

a. Sizes and weights of all products, including notations identifying increases or decreases in dimensions and weights.
b. Identification of locations of all vertical and lateral loads imposed on the building structure, including notation of increase or decrease in loads and changes in locations of applied loads.
c. Structural overturning calculations, structural attachment and anchoring details and calculations, including identification of seismic force criteria used for calculations, prepared, and signed by Structural Engineer registered to practice in State of California.

2. Regulatory approval: Information described above, if acceptable to Owner’s Representative and Structural Engineer of Record, shall be submitted to Authority Having Jurisdiction (AHJ) under applicable provisions for deferred approvals. Responsibility for compliance with procedures of Authority Having Jurisdiction (AHJ) shall be on the Contractor.

a. AHJ will review and approve or disapprove the requested substitution. b. Disapproval by AHJ shall render requested substitution to be disapproved. c. Approval by AHJ shall not supersede other conditions for approval under the Contract Documents.

3. Products identified as "Owner Standard" are the only products acceptable. No substitutions will be considered for "sole source" products.

4. Documentation: Substitutions will not be considered if they are indicated or implied on shop drawing, product data or sample submittals. All requests for substitution shall be by separate written request from Contractor. Contractor shall utilize Substitution Request form enclosed following this Section. Note separate forms for request for substitution prior to and after bidding.

5. Cost and Time Considerations: Substitutions will not be considered unless a net reduction in Contract Sum or Contract Time results to the Owner’s Representative's benefit, including redesign costs, life cycle costs, plan check and permit fees, changes in related Work and overall performance of building systems.

6. Design Revision: Substitutions will not be considered if acceptance will require substantial revision of the Contract Documents or will substantially change the intent of the design, in the opinion of the Owner’s Representative. The intent of the design shall include both functional performance and visual qualities.

7. Data: It shall be the responsibility of the Contractor to provide adequate data demonstrating the merits of the proposed substitution, including cost data and information regarding changes in related Work.

8. Determination by Owner’s Representative: Owner’s Representative will determine the acceptability of proposed substitutions and the Owner’s Representative will notify all potential bidders prior to the Bid Opening of acceptance or rejection. The determination by the Owner’s Representative regarding functional performance and visual qualities shall be final.

9. Non-Acceptance: If a proposed substitution is not accepted, Contractor shall immediately provide the specified product.

Valencia Heritage Park

Department of Public Works 01 60 00-7 Project# P1021
City of Santa Clarita Product Requirements and Substitution Request Form

10. Substitution Limitation: Only one request for substitution will be considered for each product.

Do not order or deliver substitute products until formal approval has been given.

11. Approval of Substitutions by Authority Having Jurisdiction (AHJ): All substitutions shall be considered changes and shall be governed by the requirements for changes specified in Section 01 60 00 – Product Requirements. All Change Orders shall be completed in advance of construction, including submission to and approval by Authority Having Jurisdiction (AHJ). Time limit for substitutions in State of California, Public Contract Code Section 3800 shall apply.

C. Request for Substitution Process:

1. Contractor shall prepare a request for substitution per provided substitution form, and submit the request to the Owner’s Representative for review and acceptance. Submit a minimum of 4 copies. Form and other administrative requirements shall be as directed by the Owner’s Representative.

2. Substitution requests shall include complete product data, including drawings and descriptions of products, fabrication details and installation procedures. Include samples where applicable or requested. Where sustainable design attributes are specified, including VOC emissions, formaldehyde content, FSC -accredited certification, and compliance to reference standards, indicate in substitution request compliance with specified criteria.

3. Substitution requests shall include appropriate product data for the specified product(s) of the specified manufacturer, suitable for use in comparison of characteristics of products.

a. Include a written, point -by-point comparison of characteristics of the proposed substitute product with those of the specified product.
b. Include a detailed description, in written or graphic form as appropriate, indicating all changes or modifications needed to other elements of the Work and to construction to be performed by the Owner’s Representative and by others under separate contracts with Owner’s Representative, that will be necessary if the proposed substitution is accepted.

4. Substitution requests shall include a statement indicating the substitution's effect on the Construction Schedule. Indicate the effect of the proposed substitution on overall Contract Time and, as applicable, on completion of portions of the Work for use by Owner’s Representative or for work under separate contracts by Owner’s Representative.

5. Except as otherwise specified, substitution requests shall include detailed cost data, including a proposal for the net change, if any, in the Contract Sum.

6. Substitution requests shall include signed certification that the Contractor has reviewed the proposed substitution and has determined that the substitution is equivalent or superior in every respect to product requirements indicated or specified in the Contract Documents, and that the substitution is suited for and can perform the purpose or application of the specified product indicated or specified in the Contract Documents.

7. Substitution requests shall include a signed waiver by the Contractor for change in the Contract Time or Contract Sum because of the following:
a. Substitution failed to perform adequately.
b. Substitution required changes in on other elements of the Work. c. Substitution caused problems in interfacing with other elements of the Work.

Valencia Heritage Park

Department of Public Works 01 60 00-8 Project# P1021
City of Santa Clarita Product Requirements and Substitution Request Form

d. Substitution was determined to be unacceptable by authorities having jurisdiction.

8. If, in the opinion of the Owner’s Representative, the substitution request is incomplete or has insufficient data to enable a full and thorough review of the intended substitution, the substitution may be summarily refused and determined to be unacceptable.

D. Contract Document Revisions:

1. Should a Contractor -proposed substitution or alternative sequence or method of construction require revision of the Contract Drawings or Specifications, including revisions for the purposes of determining feasibility, scope or cost, or revisions for the purpose of obtaining review and approval by Authority Having Jurisdiction (AHJ), revisions will be made by Owner’s Representative or other consultant of Owner’s Representative who is the responsible design professional, as approved in advance by Owner’s Representative through Construction Manager.

2. Services of Owner’s Representative or other responsible design professional for researching and reporting on proposed substitutions or alternative sequence and method of construction shall be paid by Contractor when such activities are considered additional services to the design services contracts of the Owner’s Representative or other responsible design professional.

3. Costs of services by Owner’s Representative or other responsible design professional of the Owner’s Representative shall be paid on a time and materials basis, based on current hourly fee schedules, with reproduction, long distance telephone and shipping costs reimbursable at cost plus usual and customary mark-up for handling and billing.

4. Such fees shall be paid whether or not the proposed substitution or alternative sequence or method of construction is ultimately accepted by Owner’s Representative and a Change Order is executed.

5. Such fees shall be paid from Contractor's portion of savings if a net reduction in Contract Sum results. If fees exceed Contractor's portion of net reduction, Contractor shall pay all remaining fees unless otherwise agreed in advance by Owner’s Representative through Construction Manager.

6. Such fees owed shall be deducted from the amount owed Contractor on the Application for Payment next made following completion of revised Contract Drawings and Specifications or completion of research and other services. Owner will then pay the Owner’s Representative.

1.6 SYSTEM COMPLETENESS

A. System Completeness:

1. The Contract Drawings and Specifications are not intended to be comprehensive directions on how to produce the Work. Rather, the Drawings and Specifications are instruments of service prepared to describe the design intent for the completed Work.

2. It is intended that all equipment, systems, and assemblies be complete and fully functional even though not fully described. Provide all products and operations necessary to achieve the design intent described in the Contract Documents.

Valencia Heritage Park

Department of Public Works 01 60 00-9 Project# P1021
City of Santa Clarita Product Requirements and Substitution Request Form

3. Refer to related general requirements specified in Section 01 41 00 - Regulatory Requirements regarding compliance with minimum requirements of applicable codes, ordinances, and standards.

B. Omissions and Misdescriptions: Contractor shall report to Architect immediately when elements essential to proper execution of the Work are discovered to be missing or misdescribed in the Drawings and Specifications or if the design intent is unclear.

1. Should an essential element be discovered as missing or misdescribed prior to receipt of Bids, an Addendum will be issued so that all costs may be accounted for in the Contract Sum.

2. Should an obvious omission or misdescription of a necessary element be discovered and reported after execution of the Agreement, Contractor shall provide the element as though fully and correctly described, and a no-cost Change Order shall be executed.

3. Refer to related general requirements specified in Section 01 31 00 - Project Management and Coordination, regarding construction interfacing and coordination.

1.7 TRANSPORTATION, DELIVERY AND HANDLING

A. Transportation, Delivery and Handling, General: Comply with manufacturer's instructions and recommendations for transportation, delivery, and handling, in addition to the following.

B. Transportation: Transport products by methods to avoid product damage.

C. Delivery:

1. Schedule delivery to minimize long-term storage and prevent overcrowding construction spaces.

Coordinate with installation to ensure minimum holding time for items that are flammable, hazardous, easily damaged, or sensitive to deterioration, theft, and other losses.

2. Deliver products in undamaged condition in manufacturer's original sealed container or packaging system, complete with labels and instructions for handling, storing, unpacking, protecting, and installing.

D. Handling:

1. Provide equipment and personnel to handle products by methods to prevent soiling, marring or other damage.

2. Promptly inspect products on delivery to ensure that products comply with contract documents, quantities are correct, and to ensure that products are undamaged and properly protected.

1.8 STORAGE AND PROTECTION

A. Storage and Protection, General: Store and protect products in accordance with manufacturer's instructions, with seals and labels intact and legible.

1. Periodically inspect to ensure products are undamaged and are maintained under required conditions.

Valencia Heritage Park

Department of Public Works 01 60 00-10 Project# P1021
City of Santa Clarita Product Requirements and Substitution Request Form

2. Products damaged by improper storage or protection shall be removed and replaced with new products at no change in Contract Sum or Contract Time.

3. Store sensitive products in weathertight enclosures.

B. Inspection Provisions: Arrange storage to provide access for inspection and measurement of quantity or counting of units.

C. Structural Considerations: Store heavy materials away from the structure in a manner that will not endanger supporting construction.

D. Weather-Resistant Storage:

1. Store moisture-sensitive products above ground, under cover in a weathertight enclosure or covered with an impervious sheet covering. Provide adequate ventilation to avoid condensation.

2. Maintain storage within temperature and humidity ranges required by manufacturer's instructions.

3. For exterior storage of fabricated products, place products on raised blocks, pallets or other supports, above ground and in a manner to not create ponding or misdirection of runoff. place on sloped supports above ground.

4. Store loose granular materials on solid surfaces in a well -drained area. Prevent mixing with foreign matter.

E. Protection of Completed Work:

1. Provide barriers, substantial coverings, and notices to protect installed Work from traffic and subsequent construction operations.

2. Remove protective measures when no longer required and prior to Substantial Completion review of the Work.

3. Comply with additional requirements specified in Section 01 56 00 - Temporary Barriers and Enclosures

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

3.1 INSTALLATION OF PRODUCTS

A. Installation of Products:

1. Comply with manufacturer's instructions and recommendations for installation of products, except where more stringent requirements are specified, are necessary due to Project conditions or are required by authorities having jurisdiction.

Valencia Heritage Park

Department of Public Works 01 60 00-11 Project# P1021
City of Santa Clarita Product Requirements and Substitution Request Form

2. Anchor each product securely in place, accurately located and aligned with other Work.

3. Clean exposed surfaces and provide protection to ensure freedom from damage and deterioration at time of Substantial Completion review. Refer to additional requirements specified in Section 01 74 00 - Cleaning and Waste Management and Section 01 50 00 - Temporary Facilities and Controls.

END OF SECTION

Department of Public Works 01 60 01-1 Project# P1021
City of Santa Clarita Substitution Request Form (Post-Bid)

SECTION 01 60 01

City of Santa Clarita
Heritage Valencia Park

SUBSTITUTION

REQUEST

FORM (POST-BID)

To:

From:

Substitution Request No. __________________

Date: __________________________________

Refer to product options and substitutions
specified in Section 01 60 00 - Product
Requirements.

Summary: _________________________________________________________________________________________

____________________________________________________________________________________________________

Drawing References: Detail Numbers _______________________________________________________________

Specification References: Section No. - Title: _____________________________________________________________

Articles / Paragraphs: __________________________________________________________

Pages: ________________________________________

Proposed Substitution: _______________________________________________________________________________

____________________________________________________________________________________________________

Reason for Not Providing Specified Products:___________________________________________________________________

____________________________________________________________________________________________________

Proposed Manufacturer: ____________________________________________ Contact: ______________________

Address: __________________________________________________________ Phone: _______________________

Trade Name: _______________________________________________________ Model No.: ____________________

History:  New product  1-4 years in market  5-10 years in market  Over 10 years in market

Similar Installations of Proposed Substitute Products:

Project: _____________________________________________ Architect: ______________________________

Address: ____________________________________________ Owner: _______________________________

___________________________________________ Date Installed: __________________________

Differences between proposed substitution and specified products: ____________________________________________

____________________________________________________________________________________________________

Point-by-Point comparison against detailed and specified products is attached:  MANDATORY FOR CONSIDERATION.

Attached are:  Drawings  Product Data  Samples  Test Data  Reports  ________________

Department of Public Works 01 60 01-2 Project# P1021
City of Santa Clarita Substitution Request Form (Post-Bid)

City of Santa Clarita
Valencia Heritage Park

SUBSTITUTION

REQUEST
FORM

Net change in Contract Sum if proposed substitution is accepted: add / deduct (state) $ _______________)

Amount in words: __________________________________________________________________________________

Net change in Contract Time if proposed substitution is accepted: add / deduct (state) ________________ calendar days.

Amount in words: _______________________________________________________________________________

Change in warranty/guaranty if proposed substitution is accepted: (describe) ___________________________________

_______________________________________________________________________________________________

The Undersigned certifies:

 Proposed substitution has been fully investigated and determined to be equal or superior in all respects to specified product.

 Proposed substitution complies with applicable Codes, ordinances and standards.

 Same warranty will be furnished for proposed substitution as for specified products.

 Same maintenance service and source of replacement parts, as applicable, are available.

 Proposed substitution will have no adverse effect on related Work and will not affect or delay progress of the Work.

 Proposed substitution does not affect dimensions and functional clearances.

 Payment will be made for changes to building design, including A/E design, detailing, and construction costs and for securing approval of Division of the State Architect (DSA) due to the substitution.

Submitted by: (typed name) ______________________________________ Title: _____________________________

Signed: ______________________________________________________ Date: _____________________________

ARCHITECT'S REVIEW AND ACTION

 Substitution will be approved, with or without conditions, as described in applicable Contract Modification (Change Order or Construction Change Directive) according to Section 01 26 00 - Contract Modification Procedures. As specified in Section 01 33 00 - Submittals Procedures, substitution will not be approved as part of submittals review process.

 Substitution rejected - No change is authorized. Use specified products.

 Substitution Request received too late. Substitution rejected - No change is authorized. Use specified products.

For Architect: Signed ___________________________________________ Date: _____________________________

Name ____________________________________________

END OF DOCUMENT

Add attachments as noted.

Valencia Heritage Park

Department of Public Works 01 71 00-1 Project# P1021
City of Santa Clarita Examination and Preparation

SECTION 01 71 00

EXAMINATION AND PREPARATION

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Requirements for preparation prior to installing, applying, and placing products to determine acceptable conditions for the Work.

B. Layout of the Work and other engineering services necessary to accomplish the Work.

1.2 RELATED SECTIONS

A. Section 01 31 00 - Project Management and Coordination: Requirements for proper sequencing and interfacing of the Work; general requirements for pre-installation conferences.

B. Section 01 32 00 - Construction Progress Documentation: Requirements for scheduling and sequencing of the Work.

C. Section 01 73 29 - Cutting and Patching: Work performed to provide access for performing the Work.

D. Section 01 77 00 - Contract Closeout Procedures: Project record documents, including layout data.

E. Section 01 32 23 - Survey and Layout Data: Requirements for survey and layout data submittals.

G. Individual Division 2 through 33 Product Specification Sections: Specific requirements for preparation prior to performance of the Work.

1.3 LAYOUT OF WORK

A. Surveyor: Contractor shall select and pay for services of a land surveyor, registered in the State of California, for proper performance of the Work.

1. Services of surveyor shall be suitable for layout and verification of location of buildings and site elements.

2. For the Project record, submit the name, address, and telephone number of land surveyor before starting survey Work.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

3.1 PREPARATION

A. Manufacturer's Requirements: Determine product manufacturer's requirements and recommendations prior to commencing Work.

Valencia Heritage Park

Department of Public Works 01 71 00-2 Project# P1021
City of Santa Clarita Examination and Preparation

B. Preparations: Perform preparation actions according to manufacturer's instructions and recommendations and according to specified procedures.

1. Perform surface preparation as necessary to create suitable substrates for application, installation, and placement of products.

2. Notify Construction Manager in writing of unsuitable conditions preventing proper performance of the Work.

C. Existing Utility Information: Furnish information to serving utility that is necessary to adjust, move, or relocate existing utility structures, utility poles, lines, services, or other utility appurtenances located in or affected by construction. Verify depth of existing utility lines prior to excavation. Coordinate with Construction Manager and with Authority Having Jurisdiction (AHJ).

D. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner’s Representative or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Owner’s Representative through Construction Manager not less than seven calendar days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without written permission from Owner’s Representative through Construction Manager.

E. Field Measurements: Take field measurements as required to fit the Work properly. Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication.

Coordinate fabrication schedule with construction progress to avoid delaying the Work.

F. Space Requirements: Verify space requirements and dimensions of items shown diagrammatically on Drawings.

G. Review of Contract Documents and Field Conditions: Immediately upon discovery of the need for clarification of the Contract Documents, submit a Request for Information (RFI) to Owner’s Representative. Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents. Submit requests in accordance with requirements specified in Section 01 26 13 - Requests for Information (RFI), using form provide or as directed by Construction Manager.

H. Verification of Construction Layout: Before proceeding to lay out the Work, verify layout information shown on Drawings, in relation to the property survey and existing benchmarks, and locate survey reference points. If discrepancies are discovered, promptly notify Construction Manager, Owner’s Representative and Project Inspector.

3.2 FIELD ENGINEERING

A. Examination: Verify locations of survey control and reference points prior to starting Work. Promptly notify Construction Manager, Owner’s Representative and Project Inspector if discrepancies are discovered.

Valencia Heritage Park

Department of Public Works 01 71 00-3 Project# P1021
City of Santa Clarita Examination and Preparation

B. Survey Control and Reference Points: Contractor shall locate and protect survey control and reference points. Control datum for survey shall be as indicated on Civil Drawings.

1. Effective January 1, 1995, AB 1414 "Preservation of Survey Monumentation Compliance with Section 8771 of the Business and Professions Code" provides for the preservation of Survey Monuments in construction projects. This legislation mandates that, prior to construction, monuments shall be referenced in the field and "Corner Records" shall be prepared for filing in the Office of the County Surveyor. These shall be performed prior to Contract Completion of the Work.

2. Comply with requirements of authorities having jurisdiction for survey monumentation preservation on capital improvement projects where monumentation points are present.

3. Contractor shall be responsible for preparing and submitting proper documentation to the Office of the County Surveyor in compliance with AB 1414.

4. Contract Completion and release of retainage shall be contingent upon obtaining documentation from Contractor's project surveyor or engineer that monuments have been set or restored and that Corner Records have been filed with and to the satisfaction of the County Surveyor.

5. All costs and actions necessary for compliance with AB 1414 shall be included in the Contract Sum and Contract Time.

3.3 SURVEYING AND FIELD ENGINEERING SERVICES

A. Refer to Section 01 32 23 - Survey and Layout Data.

1. Contractor shall be responsible for the accuracy and adequacy of surveying and field engineering services.

2. Contractor shall utilize recognized engineering practices.

3. Contractor shall check the location, level and plumb, of every major element as the Work progresses.

4. Preserve construction survey stakes and marks for the duration of their usefulness.

5. If construction survey stakes are lost or disturbed, and require replacement, Contractor shall pay for replacement at no change in Contract Time.

6. Contractor shall excavate all holes necessary for line and grade stakes.

B. Surveying for Layout and Control of the Work: Establish elevations, lines, and levels for all Work under the Contract. Locate and lay out by instrumentation and similar appropriate means:

1. Site improvements, including pavements, curbs, headers, sewers, storm drains, structures, and paving. Note on Project record drawings utility locations, slopes, and invert elevations.

2. Stakes for cutting, filling, grading and topsoil placement, to establish finished grade or flow line indicated on Contract Drawings.

Valencia Heritage Park

Department of Public Works 01 71 00-4 Project# P1021
City of Santa Clarita Examination and Preparation

a. Preserve construction survey stakes and marks for the duration of their usefulness. b. If construction survey stakes are lost or disturbed, and require replacement, Contractor shall perform replacement at no change in Contract Sum and Contract Time. c. Contractor shall excavate all holes necessary for line and grade stakes.

3. Grid or axis for structures, building foundation, column locations and ground floor elevations.

4. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project.

5. Establish dimensions within tolerances indicated. Do not scale Drawings to obtain required dimensions.

6. Inform installers of lines and levels to which they must comply.

7. Notify Construction Manager, Owner’s Representative and Project Inspector when deviations from required lines and levels exceed allowable tolerances.

8. Close site surveys with an error of closure equal to or less than the standard established by authorities having jurisdiction.

C. Monuments: Establish a minimum of two permanent monuments on site, referenced to established control points. Record locations, with horizontal and vertical data, on Project Record Drawings.

1. In accordance with Professional Land Surveyor Act, Section 8772, any monument set by a licensed land surveyor or registered civil engineer to mark or reference a point on a property or land line shall be permanently and visibly marked or tagged with the certificate number of the surveyor or civil engineer setting it, each number preceded by the letters "L.S." or "R.C.E." respectively, as the case may be, or, if the monument is set by a public agency, it shall be marked with the name of the agency and the political subdivision it serves.

2. Nothing in this Section shall prevent the inclusion of other information on the tag which will assist in the tracing or location of survey records which relate to the tagged monument.

3. Centerline ties filed with the County Surveyor will be checked for compliance with this law.

D. Site Grading Verification: Upon completion of grading, survey graded areas and establish that elevations are correct and within acceptable tolerances for paving and finish grading. Civil Engineer will provide certifications for building pad and finish grading to Owner’s Representative.

E. Verification of Work: Periodically verify layout and completed conditions of the Work by same means.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 73 00-1 Project# P1021
City of Santa Clarita Execution

SECTION 01 73 00

EXECUTION

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. General requirements for installing, applying, and placing products.

B. General requirements for correction of defective Work.

1.2 RELATED SECTIONS

A. Section 01 31 00 - Project Management and Coordination: Pre- installation and coordination conferences where procedures for installing, applying, and placing products are reviewed prior to performance of the Work.

B. Individual Division 2 through 33 Product Specification Sections: Specific requirements for installing, applying, and placing products.

1.3 EXECUTION

A. Manufacturer's Requirements: Determine product manufacturer's requirements and recommendations prior to commencing Work.

B. Execution: Perform installation, application, and placement actions according to manufacturer's instructions and recommendations and according to specified procedures.

1. Perform surface preparation as necessary to create suitable substrates for application, installation, and placement of products.

2. Notify Construction Manager in writing of unsuitable conditions preventing proper performance of the Work.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

3.1 INSTALLATION, APPLICATION AND PLACEMENT OF PRODUCTS

A. Manufacturer's Instructions: Comply with manufacturer's written instructions and recommendations for installing, applying, placing, and finishing products.

B. Installation, Application and Placement, General: Locate the Work and components of the Work accurately, in correct alignment, orientation and elevation, as indicated.

1. Make vertical work plumb and make horizontal work level.

Valencia Heritage Park

Department of Public Works 01 73 00-2 Project# P1021
City of Santa Clarita Execution

2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement.

3. Conceal pipes, ducts, and wiring in finished areas, unless otherwise indicated.

4. Maintain minimum headroom clearance of 8 feet (2.4 m) in spaces without a suspended ceiling, unless otherwise directed.

5. Install products at the time and under conditions that will ensure the best possible results.

Maintain conditions required for product performance until acceptance of the Work.

6. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy.

C. Tools and Equipment: Do not use tools or equipment that produce harmful noise levels.

D. Anchors and Fasteners: Provide anchors and fasteners as required to anchor each component securely in place, accurately located and aligned with other portions of the Work.

1. Mounting Heights: Where mounting heights are not indicated, mount components at heights directed by Owner’s Representative.

2. Allow for building movement, including thermal expansion and contraction.

E. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints.

F. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.

G. Cleaning: Comply with requirements specified in Section 01 74 00 - Cleaning Requirements. See individual product Specifications Sections for specific cleaning procedures to be performed.

H. Protection: Provide barriers, covers and other protective devices as recommended by manufacturer and complying with general requirements specified in Section 01 56 00 - Temporary Barriers and Enclosures.

1. Comply with manufacturer's written instructions for temperature and relative humidity.

2. See individual product Specifications Sections for specific protective measures to be provided.

I. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.

3.2 OWNER’S REPRESENTATIVE-INSTALLED PRODUCTS

A. Site Access: Provide access to Project site for Owner’s Representative's construction forces and those performing work for Owner’s Representative under separate contracts . Coordinate with requirements specified in Section 01 55 00 - Vehicular Access and Parking.

Valencia Heritage Park

Department of Public Works 01 73 00-3 Project# P1021
City of Santa Clarita Execution

B. Coordination: Coordinate construction and operations of the Work with work performed by Owner’s Representative by separate contract or with Owner’s Representative's construction forces.

1. Construction schedule: Inform Construction Manager of Contractor's preferred construction schedule for Owner’s Representative-installed work. Adjust construction schedule based on a mutually agreeable timetable. Notify Construction Manager if changes to schedule are required due to differences in actual construction progress.

2. Pre-installation and coordination conferences: Include Owner’s Representative's construction forces at pre-installation and coordination conferences covering portions of the Work that are to receive Owner’s Representative-installed work. Attend preinstallation conferences conducted by Owner’s Representative's construction forces if portions of the Work depend on Owner’s Representative-installed products.

3.3 CORRECTION OF THE WORK

A. Correction of the Work, General: Repair or remove and replace defective construction. Restore damaged substrates and finishes to match original and new surrounding construction.

1. Comply with requirements in Section 01 73 29 - Cutting and Patching.

2. Repairing shall include replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

3. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair.

4. Repair components that do not operate properly. Remove and replace operating components that cannot be repaired.

5. Remove and replace chipped, scratched, and broken glass.

B. Restoration of Existing Conditions: Restore permanent facilities used during construction to their original condition or to match new construction.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 73 29-1 Project# P1021
City of Santa Clarita Cutting and Patching

SECTION 01 73 29

CUTTING AND PATCHING

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Requirements and limitations for cutting and patching of Work.

1.2 RELATED SECTIONS

A. Section 01 10 00 - Summary of the Project: Work by Owner’s Representative or by separate contractors performing work for Owner’s Representative.

B. Individual product Specification Sections:

1. Cutting and patching incidental to Work specified in the Section.

2. Coordination with Work specified in other Sections for openings required to accommodate Work specified in those other Sections.

1.3 SUBMITTALS

A. Written Requests for Cutting and Alteration:

1. Submit written request in advance of cutting or alteration which affects:

a. Structural integrity of any element of new or existing construction. b. Integrity of weather-exposed or moisture-resistant elements. c. Efficiency, maintenance, or safety of operational elements. d. Visual qualities of elements exposed to view in the completed construction. e. Work of Owner’s Representative or by others under separate contract with Owner’s Representative.
f. Existing construction not otherwise indicated to be revised by Work under the Contract.

2. Include in requests for cutting and alteration:

a. Identification of Project.
b. Location and description of affected Work. Include shop drawings as necessary to identify locations and communicate descriptions.
c. Explanation of necessity for cutting and patching.
d. Description of proposed Work and products to be used. e. Alternatives to cutting and patching.
f. Effect on existing construction.
g. Effect on work by Owner’s Representative or by separate contractors performing work for Owner’s Representative.

3. Include written evidence that those performing work under separate contract for Owner’s Representative have been notified and acknowledge that cutting and patching work will be occurring. Include written permission for intended cutting and patching, included scheduled times.

Valencia Heritage Park

Department of Public Works 01 73 29-2 Project# P1021
City of Santa Clarita Cutting and Patching

4. Indicate date and time cutting and patching Work will be performed.

PART 2 - PRODUCTS

2.1 PATCHING MATERIALS

A. Patching Materials, General: As required for original installation and to match surrounding construction.

1. Paving: Match existing products and finishes. Confirm colors, patterns, and textures with Owner’s Representative.

2. Lawns and grasses: Restore areas trenched, disturbed, or damaged. Provide sod or seeded planting mix, to match existing lawn or grass area.

3. Building finish materials: Match existing products and finishes. Confirm colors, patterns, and textures with Owner’s Representative. Custom cut new materials to fit and to match joint patterns with existing materials.

B. Product Substitution: For each proposed change in materials, submit request for substitution under provisions of Section 01 60 00 - Product Requirements.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examination, General: Inspect existing conditions prior to commencing Work, including elements subject to damage or movement during cutting and patching.

B. After uncovering existing Work, inspect conditions affecting proper accomplishment of Work.

C. Beginning of cutting or patching shall be interpreted to mean that existing conditions were found by Contractor to be acceptable.

3.2 PREPARATION

A. Temporary Supports: Provide supports to ensure structural integrity of the Work. Provide devices and methods to protect other portions of Project from damage.

B. Weather Protection: Provide protection from elements for areas which may be exposed by uncovering Work. Maintain excavations free of water.

3.3 CUTTING AND PATCHING

A. Cutting and Patching, General: Execute cutting, fitting, and patching, excavation, and fill, to as necessary to complete the Work.

1. Unless specifically indicated on Structural or Architectural Drawings, all alterations, or modifications to structural elements by cutting, drilling, boring, bracing, welding and similar actions shall have written approval by the Structural Engineer of Record and Division of the State Architect (DSA) prior to start of Work.

Valencia Heritage Park

Department of Public Works 01 73 29-3 Project# P1021
City of Santa Clarita Cutting and Patching

2. Coordinate installation or application of products for integrated Work.

3. Uncover completed Work as necessary to install or apply products out of sequence.

4. Cut, remove, and replace defective and non-conforming Work.

5. Cut and patch as necessary to provide openings in the Work for penetration of mechanical and electrical Work.

B. Cutting:

1. Execute cutting methods to avoid damage to adjoining Work, and which will provide appropriate surfaces to receive final finishing.

2. Execute cutting and patching of weather -exposed, moisture-resistant elements and surfaces exposed to view by methods to preserve weather, moisture, and visual integrity.

3. Cut rigid materials using diamond grit abrasive saw or similar cutter for smooth edges. Do not overcut corners.

a. Core drill holes through concrete and masonry.
b. Pneumatic tools will not be allowed without prior approval.

C. Patching:

1. Restore substrates and finishes with products to match existing construction and as specified in product Sections of the Specifications for new construction.

2. Finish surfaces flush and textured to match surrounding finishes.

3. Fit work neat and tight allowing for expansion and contraction.

4. Butt new finished to existing exposed structure, pipes, ducts, conduit, and other penetrations through surfaces.

D. Finishing: Refinish surfaces to match adjacent and similar finishes as used for the Project.

1. For continuous surfaces, refinish to nearest intersection or natural break.

2. For an assembly, refinish entire unit.

E. Penetrations at Fire-Rated Construction: At penetrations of fire rated walls, partitions, ceiling, or floor construction, completely seal voids with material in accordance with plans

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 74 00-1 Project# P1021
City of Santa Clarita Cleaning and Waste Management

SECTION 01 74 00

CLEANING AND WASTE MANAGEMENT

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Cleaning during construction.

B. Cleaning for Substantial Completion review and final acceptance of the Work.

1.2 RELATED SECTIONS

A. Section 01 52 00 - Construction Facilities: Cleaning service for site offices of Construction Manager, Construction Manager, Project Inspector and Testing Laboratory, as applicable.

B. Section 01 74 19 - Construction Waste Management and Disposal: Collection and disposal of construction waste.

C. Additional Requirements: Cleaning for specific products or elements of Work are described in individual product Specification Sections in Divisions 2 through 33.

1.3 SUBMITTALS

A. Product List: Submit complete list of all cleaning agents and materials for review and approval by Owner’s Representative through Construction Manager.

B. Cleaning Procedures: Submit description of cleaning processes, agents, and materials to be used for final cleaning of the Work. Processes and degree of cleanliness shall be as directed by Construction Manager. All cleaning processes, agents and materials shall be subject to Owner’s Representative's review and approval.

1.4 CLEANING AND DISPOSAL REQUIREMENTS

A. Cleaning and Disposal Requirements, General: Conduct cleaning and disposal operations in compliance with all applicable codes, ordinances, and regulations, including environmental protection laws, rules, and practices.

PART 2 - PRODUCTS

2.1 MATERIALS

A. Cleaning Agents and Materials: Use only those cleaning agents and materials which will not create hazards to health or property and which will not damage or degrade surfaces.

1. Use only those cleaning agents, materials and methods recommended by manufacturer of the material to be cleaned.

2. Use cleaning materials only on surfaces recommended by cleaning agent manufacturer.

Valencia Heritage Park

Department of Public Works 01 74 00-2 Project# P1021
City of Santa Clarita Cleaning and Waste Management

3. Before use, review cleaning agents and materials with Construction Manager for suitability and compatibility. Use no cleaning agents and materials without review and approval of Owner’s Representative through Construction Manager.

PART 3 - EXECUTION

3.1 CLEANING DURING CONSTRUCTION

A. Garbage Control: Control accumulation of debris, waste materials and rubbish; periodically dispose of debris, waste, and rubbish off -site in a legal m anner. Comply with requirements specified in Section 01 74 19 - Construction Waste Management and Disposal.

B. Cleaning, General: Clean adjacent sidewalks, driveways, and streets frequently to maintain public thoroughfares free of dust, debris, and other contaminants.

C. Parking Area Cleaning: Keep parking areas clear of construction debris, oil, petroleum based products, especially debris hazardous to vehicle tires.

D. Thoroughfare Clearing and Cleaning: Keep site accessways, parking areas and building access and exit facilities clear of mud.

1. Remove mud, soil and debris and dispose in a manner which will not be injurious to persons, property, plant materials and site.

2. Comply with runoff control requirements, (SWPPP), stated above and as required by governing authorities having jurisdiction.

E. Cleaning Frequency: At a minimum, clean Work areas daily.

F. Failure to Clean: Should cleaning by Contractor not be sufficient or acceptable to Construction Manager, especially regarding sidewalks, driveways, streets and other public thoroughfares, Owner’s Representative may engage cleaning service to perform cleaning and deduct costs for such cleaning from sums owed to Contractor.

3.2 CLEANING FOR SUBSTANTIAL COMPLETION REVIEW

A. Cleaning for Substantial Completion Review, General: Employ experienced workers or professional cleaners and perform thorough cleaning in preparation for Substantial Completion review.

1. Clean each surface or unit to the condition expected in a normal, commercial building cleaning and maintenance program in new condition.

2. Substantial Review cleaning will not require sanitary cleaning of toilet facilities.

3. Remove waste and surplus materials, rubbish and temporary construction facilities, utilities, and controls.

3.3 INTERIOR CLEANING FOR FINAL COMPLETION

A. Interior Cleaning for Final Completion, General: Complete final cleaning before submitting final Application for Payment. Employ professional building cleaners to thoroughly clean building Valencia Heritage Park

Department of Public Works 01 74 00-3 Project# P1021
City of Santa Clarita Cleaning and Waste Management

immediately prior to Final Completion inspection by Construction Manager and, if applicable, by authorities having jurisdiction.

1. Use Green Seal-listed cleaning agents, as reviewed and approved by Owner’s Representative.

2. Remove grease, mastic, adhesives, dust, dirt, stains, fingerprints, labels, and other foreign materials from all visible interior and exterior surfaces.

3. Remove dust from all horizontal surfaces not exposed to view, including light fixtures, ledges, and plumbing fixtures.

4. Clean all horizontal surfaces to a like- new condition, dust-free, including tops of doors, window frames, tops of doors and interiors of cabinets and casework.

5. Perform sanitary cleaning of toilet, lavatory and shower facilities and food service equipment, as applicable.

B. Accessories and Fixtures Cleaning: Clean building accessories, including toilet partitions, fire extinguisher cabinets, lockers and toilet accessories, all plumbing fixtures and all lighting fixture lenses and trim.

C. Metalwork: Clean and buff all metalwork, to be free of soiling and fingerprints. Mirror finished metalwork shall be buffed to high luster.

D. Floor Cleaning:

1. Exposed concrete floors: Thoroughly sweep and wet mop floors in enclosed spaces. At parking areas and ramps, sweep and hose off floor surface.

2. Ceramic tile flooring: Thoroughly sweep and mop tile flooring. Comply with specific requirements in tile and installation materials manufacturers for cleaning materials. Clean grout if necessary.

3. Resilient flooring: Thoroughly sweep all resilient flooring. Damp wash and wax (as appropriate) all resilient flooring. Comply with specific requirements in applicable resilient flooring Sections, and notes of the Drawings.

4. Carpeting: Clean and vacuum all carpeting. Clean as necessary to restore to like- new condition.

E. Ventilation System Cleaning: Coordinate with building flush-out specified in Section 01 81 19 - Indoor Air Quality Requirements and commissioning of HVAC system specified in Section 01 91 00 - Commissioning

1. Replace filters and clean ventilation equipment, ducts, blowers, and fans used for temporary heating, cooling, and ventilation.

2. Replace filters at occupied buildings if ventilating system was operated during construction

Valencia Heritage Park

Department of Public Works 01 74 00-4 Project# P1021
City of Santa Clarita Cleaning and Waste Management

3.4 SITE CLEANING FOR FINAL COMPLETION

A. Site Cleaning for Final Completion: Broom clean exterior paved surfaces. Rake clean other surfaces of the grounds.

1. Wash down and scrub where necessary all paving soiled as a result of construction activities to a like-new condition. Thoroughly remove mortar droppings, paint splatters, stains, and adhered soil.

2. Remove from the site all construction waste, unused materials, excess soil, and other debris resulting from the Work.

3.5 CLEANING INSPECTION

A. Cleaning Inspection: Prior to Final Payment or acceptance by Construction Manager for partial occupancy or beneficial use of the premises, Construction Manager and Contractor shall jointly conduct an inspection of interior and exterior surfaces to verify that entire Work is acceptably clean.

B. Inadequate Cleaning: Should final cleaning be inadequate, as determined by Construction Manager, and Contractor fails to correct conditions, Owner’s Representative may engage cleaning service under separate contract and deduct cost from Final Payment owed to Contractor.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 75 00-1 Project# P1021
City of Santa Clarita Starting and Adjusting Procedures

SECTION 01 75 00

STARTING AND ADJUSTING PROCEDURES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Starting systems.

B. Demonstration and instructions.

C. Testing, adjusting, and balancing.

1.2 RELATED SECTIONS

A. Section 01 45 00 - Quality Control: Project Inspector; independent testing and inspection agency (Testing Laboratory); manufacturer's field reports.

B. Section 01 78 23 - Operation and Maintenance Data: System operation and maintenance data and extra materials.

C. Section 01 91 00 - Commissioning: General requirements for comprehensive and systematic process to verify building systems performance need spec.

D. Section 01 79 00 - Demonstration and Training: Administrative and procedural requirements for instructing Owner's personnel in use and maintenance of systems, subsystems, and equipment installed under the Contract.

1.3 STARTING SYSTEMS

A. Starting of Systems:

1. Coordinate schedule for start-up of various equipment and systems.

2. Notify Construction Manager, Owner’s Representative and Testing Laboratory seven days prior to start -up of each item. Also notify Commissioning Agent (CxA) for coordination with commissioning specified in Section 01 91 13 - General Commissioning Requirements.

3. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage.

4. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer.

5. Verify that wiring and support components for equipment are complete and tested.

6. Execute start-up under supervision of applicable manufacturer's representative and installer's personnel in accordance with manufacturers' instructions.

Valencia Heritage Park

Department of Public Works 01 75 00-2 Project# P1021
City of Santa Clarita Starting and Adjusting Procedures

7. When specified in individual specification Sections, require manufacturer to provide Owner’s Representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation.

B. Start-Up Reports: Submit written reports in accordance with Section 01 33 00 - Submittals Procedures that equipment or system has been properly installed and is functioning correctly.

1.4 DEMONSTRATION AND INSTRUCTIONS

A. Demonstration and Training: As specified in Section 01 79 00 - Demonstration and Training.

1.5 TESTING, ADJUSTING, AND BALANCING

A. Testing, Adjusting and Balancing, General: Refer to Section 01 91 13 – General Commissioning Requirements.

B. Testing, Adjusting and Balancing by Contractor: Contractor shall perform start -up and adjusting procedures specified in various Sections of the Specifications. Coordinate with demonstration requirements specified in Section 01 79 00 - Demonstration and Training.

1. Verify that each piece of equipment or system has been checked for proper lubrication, drive rotation, belt tension, control sequence, and for conditions which may cause damage.

2. Verify tests, meter readings, and specified electrical characteristics agree with those required by the equipment or system manufacturer.

3. Verify that wiring and support components for equipment are complete and tested.

4. Adjust operating components to ensure smooth and unhindered operation.

5. Execute start -up under supervision of applicable Contractor personnel and manufacturer's representative in accordance with manufacturers' instructions.

6. When specified in individual specification Sections, require manufacturer to provide Owner’s Representative to be present at site to inspect, check, and approve equipment or system installation prior to start-up, and to supervise placing equipment or system in operation.

C. Testing, Adjusting and Balancing by Commissioning Agent (CxA): CxA will perform testing and balancing services as specified in Section 01 91 13 – General Commissioning Requirements.

1. Reports will be submitted by CxA to Construction Manager, Owner’s Representative, Project Inspector and Contractor, indicating observations and results of tests and indicating compliance or non-compliance with the requirements of the Contract Documents.

2. CxA will make minor adjustments of operating components and controls to achieve performance within design parameters.

3. CxA will submit a written report stating whether equipment or system has been properly installed and is functioning correctly. If not, Contractor shall make adjustments and replacements as necessary to achieve proper installation and function.

Valencia Heritage Park

Department of Public Works 01 75 00-3 Project# P1021
City of Santa Clarita Starting and Adjusting Procedures

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 77 00-1 Project# P1021
City of Santa Clarita Contract Closeout Procedures

SECTION 01 77 00

CONTRACT CLOSEOUT PROCEDURES

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Contract closeout procedures.

1.2 RELATED SECTIONS

A. Section 01 33 00 - Submittals Procedures: General requirements for submittals.

B. Section 01 74 00 – Cleaning and Waste Management : Cleaning and debris removal during construction

C. Section 01 74 00 - Cleaning and Waste Management: Cleaning as part of Contract closeout.

D. Section 01 78 33 – Project Warranties and Bonds: Documents to be submitted as part of Contract closeout.

E. Section 01 78 39 - Project Record Documents: Project record drawings and specifications to be submitted as part of Contract closeout; operation and maintenance data to be submitted as part of Contract closeout.

1.3 FINAL COMPLETION ACTIONS

A. Final Application for Payment: In the Application for Payment that coincides with the date Substantial Completion is claimed, show 100 percent completion for the portion of the Work claimed substantially complete.

B. Warranties, Bonds and Certificates: Submit specific warranties, guarantees, workmanship bonds, maintenance agreements, final certifications, and similar documents.

C. Locks and Keys: Change temporary lock cylinders over to permanent keying and transmit keys to Owner’s Representative , as directed by Construction Manager, unless otherwise directed or specified.

D. Tests and Instructions: Complete start -up testing of systems, and instruction of Owner’s Representative's personnel. Remove temporary facilities from the site, along with construction tools, mock-ups, and similar elements.

E. Sustainable Design Submittals: Prepare and submit information validating compliance with California Building Standards Code (CALGreen) as specified in individual product Sections in Divisions 2 through 33.

1.4 SUBSTANTIAL COMPLETION REVIEW

A. Contractor's Notification for Substantial Completion Review: When Contractor determines that the Work is complete in accordance with the Contract Documents, Contractor shall submit to Valencia Heritage Park

Department of Public Works 01 77 00-2 Project# P1021
City of Santa Clarita Contract Closeout Procedures

Construction Manager, Owner’s Representative, and Project Inspector written certification that the Contract Documents have been reviewed, the Work has been inspected by the Contractor and by Authorities Having Jurisdiction, and the facility is ready for Completion review.

B. Preliminary Contract Closeout Review Meeting: As authorized by Construction Manager, Owner’s Representative and Owner’s Representative's consultants and other responsible design professionals, as appropriate, will attend a meeting at the Project site to review Contract closeout procedures and to review the list of items to be completed and corrected (punch list) to make the Work ready for acceptance by the Construction Manager. This meeting shall be scheduled not earlier than 14 days prior to the date anticipated for the Substantial Completion review.

C. Correction (Punch) List: Contractor shall prepare and distribute at the preliminary Contract closeout review meeting, a typewritten, comprehensive list of items to be completed and corrected (punch list) to make the Work ready for acceptance by Construction Manager.

1. The punch list shall include all items to be completed or corrected prior to the Contractor's application for final payment.

2. The punch list shall identify items by location (room number or name) and consecutive number.

For example, 307-5 would identify item 5 in Room 307, Roof-4 would identify item 4 on Roof.

3. Contractor shall prepare separate lists according to categories used for Drawings. For example, provide lists for Architectural, Structural, Mechanical, Plumbing, Electrical, Civil, Landscape, and Equipment. Provide a list also for the Fire Protection (sprinkler) system.

4. Architect, Architect's consultants, and other design professionals under separate contracts with Owner, if in attendance, shall conduct a brief walk -through of Project with the Contractor to review scope and adequacy of the punch list.

5. Verbal comments will be made to the Contractor by the Architect, Architect's consultants, and other design professionals under separate contracts with Owner, if in attendance, during the walk-through. These comments will indicate generally the additions and corrections to be made to the punch list. Such comments shall not be considered to be comprehensive; Contractor shall use the comments as guidance in preparing the punch list for the Substantial Completion review.

D. Substantial Completion Meeting: On a date mutually agreed by Construction Manager, Architect and Contractor, a meeting shall be conducted at the Project site to determine whether the Work is satisfactory and complete for filing a Notice of Completion (Substantial Completion).

1. Contractor shall provide three working days notice to Architect for requested date of Substantial Completion meeting.

2. Architect and consultants of Architect and Owner, as authorized by Construction Manager, will attend the Substantial Completion meeting.

3. In addition to conducting a walk-through of the facility and reviewing the punch list, the purpose of the meeting shall include submission of warranties, guarantees and bonds to Construction Manager, submission of operation and maintenance data (manuals), provision of specified extra materials to Owner , and submission of other Contract closeout documents and materials as required and if not already submitted.

Valencia Heritage Park

Department of Public Works 01 77 00-3 Project# P1021
City of Santa Clarita Contract Closeout Procedures

4. Architect, Architect's consultants, as appropriate, and other design professionals under separate contracts with Owner, if applicable, will conduct a walk-through of the facility with the Contractor and review the punch list.

5. Contractor shall correct the punch list and record additional items as may identified during the walk-through, including notations of corrective actions to be taken.

6. Contractor shall retype the punch list and distribute it within three working days to those attending the meeting.

7. If additional site visits are required by the Architect, Architect's consultants, and other design professionals under separate contracts with Owner, to review completion and correction of the Work, the costs of additional visits shall be reimbursed to Owner by the Contractor by deducting such costs from the Final Payment.

E. Uncorrected Work: Refer to requirements specified in Section 01 45 00 - Quality Control regarding Contract adjustments for non-conforming Work.

F. Clearing and Cleaning: Prior to the Substantial Completion review, Contractor shall conduct a thorough cleaning and clearing of the Project area, including removal of construction facilities and temporary controls. Refer to Section 01 74 00 - Cleaning and Waste Management.

G. Inspection and Testing: Prior to the Substantial Completion review, complete inspection and testing required for the Work, including securing of approvals by authorities having jurisdiction.

1. Complete all inspections, tests, balancing, sterilization and cleaning of plumbing and HVAC systems.

2. Complete inspections and tests of electrical power and signal systems.

H. Architect's Certification of Substantial Completion: When Architect determines that list of items to be completed and corrected (Punch List) is sufficiently complete for Owner to occupy Project for the use to which it is intended, Architect will complete and issue to Construction Manager and Contractor a Certificate of Substantial Completion using The American Institute of Architects Form G704 - CERTIFICATE OF SUBSTANTIAL COMPLETION or other form or correspondence as directed by Construction Manager.

I. Notice of Completion: After Owner has determined that the Work is complete, a Notice of Completion resolution will be scheduled for review.

1.5 FINAL COMPLETION SUBMITTALS

A. Final Completion Submittals: Prior to Completion review meeting and submission of final Application for Payment, Contractor shall complete and submit the following. Final payment will not be made by Owner until all submittals have been made and determined by Construction Manager and Architect to be acceptable.

B. Agency Document Submittals: Submit to Construction Manager all documents required by Authority Having Jurisdiction (AHJ), including serving utilities and other agencies. Submit original versions of all permit cards, with final sign-off by inspectors. Submit all certifications of inspections and tests.

Valencia Heritage Park

Department of Public Works 01 77 00-4 Project# P1021
City of Santa Clarita Contract Closeout Procedures

C. Final Specifications Submittals: Submit to Construction Manager all documents and products required by Specifications to be submitted, including the following:

1. Project record drawings and specifications. Refer to Section 01 78 39 - Project Record Documents.

2. Operating and maintenance data. Refer to Section 01 78 23 - Operation and Maintenance Data.

3. Guarantees, warranties and bonds. Refer to Section 01 78 33-Product Warranties and Bonds

4. Spare parts and extra stock.

5. Test reports and certificates of compliance.

D. Certificates of Compliance and Test Report Submittals: Submit to Owner through Construction Manager certificates and reports as specified and as required by Authority Having Jurisdiction (AHJ), including the following as applicable:

1. Sterilization of water systems.

2. Sanitary sewer system tests.

3. Gas system tests.

4. Lighting, power, and signal system tests.

5. Ventilation equipment and air balance tests.

6. Fire sprinkler system tests.

7. Roofing inspections and tests.

E. Lien and Bonding Company Releases: Submit to Owner through Construction Manager, with copy to Architect, evidence of satisfaction of encumbrances on Project by completion and submission of The American Institute of Architects Forms G706 - CONTRACTOR'S AFFIDAVIT OF PAYMENT OF DEBTS AND CLAIMS, G706A - CONTRACTOR'S AFFIDAVIT OF RELEASE OF LIENS, and (if applicable) G707 - CONSENT OF SURETY, or other form as directed by Construction Manager.

Comply also with other requirements of Owner , as directed through Construction Manager.

Signatures shall be notarized.

F. Subcontractor List: Submit two copies to Owner, through Construction Manager, and two copies to Architect of updated Subcontractor and Materials Supplier List.

G. Warranty Documents: Prepare and submit to Owner through Construction Manager all warranties and bonds as specified in Section 01 78 33 - Product Warranties and Bonds.

H. Sustainable Design Documentation: Complete proper documentation for Submittals according to California Green Building Standards Code (CALGreen). Refer to individual product Sections in Divisions 2 through 33.

Valencia Heritage Park

Department of Public Works 01 77 00-5 Project# P1021
City of Santa Clarita Contract Closeout Procedures

1.6 FINAL PAYMENT

A. Final Payment: After completion of all items listed for completion and correction, after submission of all documents and products and after final cleaning, submit final Application for Payment, identifying total adjusted Contract Sum, previous payments and sum remaining due. Payment will not be made until the following are accomplished:

1. All Project Record Documents have been transferred and accepted by Owner , through Construction Manager.

2. All extra materials and maintenance stock have been transferred and received by Owner , as verified by Construction Manager.

3. All warranty documents and operation and maintenance data have been received and accepted by Owner, as verified by Construction Manager.

4. All liens have been released or bonded by Contractor, as accepted by Owner through Construction Manager.

5. Contractor's surety has consented to Final Payment.

1.7 POST-CONSTRUCTION INSPECTION

A. Post-Construction Inspection: In accepting final payment, Contractor shall agree to perform a post - construction inspection with representatives of Owner and, if authorized by Owner, the responsible design professionals, to review performance of the completed Work and to determine what, if any, corrections shall be performed by Contractor in compliance with the Contractor's Warranty, as described in the General Provisions of the Contract.

B. Scheduled Date and Time of Post-Construction Inspection: No later than 300 days after the date of Substantial Completion, after occupancy and use of the facility by Owner , at days and times as directed by Owner.

C. Inspection Activities:

1. Contractor shall inspect, test and adjust the Work, noting defects and corrective actions to be taken.

2. Contractor shall instruct Owner 's operating personnel in operational requirements needed to maintain correct appearance and function of the facility. Refer to Section 01 79 00 - Demonstration and Training.

D. Post-Construction Inspection Report: Contractor shall prepare and submit to Owner through Construction Manager a typewritten report, comparable to the Correction (Punch) List prepared for Completion Review.

1. Post-Construction Inspection Report shall identify deficiencies and corrective actions taken.

2. Post-Construction Inspection Report shall note when corrective actions are unable to restore defects in the Work to compliance with the requirements of the Drawings, Specifications, and manufacturer's criteria.

Valencia Heritage Park

Department of Public Works 01 77 00-6 Project# P1021
City of Santa Clarita Contract Closeout Procedures

E. Correction of Defects: Corrections shall be governed by provisions of the General Provisions of the Contract and requirements specified in Section 01 78 33 - Product Warranties and Bonds.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 78 23-1 Project# P1021
City of Santa Clarita Operation and Maintenance Data

SECTION 01 78 23

OPERATION AND MAINTENANCE DATA

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Format and content of operation and maintenance manuals.

1. Data requirements for materials and finishes.

2. Data requirements for equipment and operating systems.

B. Submission of operation and maintenance manuals.

1.2 RELATED SECTIONS

A. Section 01 31 00 - Project Management and Coordination: Coordination documents and models prepared for performance of the Work, to be incorporated into operation and maintenance data submitted to Construction Manager at Contract closeout.

B. Section 01 45 00 - Quality Control: Manufacturer's instructions; test and balance reports.

C. Section 01 60 00 - Product Requirements: Systems demonstration.

D. Section 01 77 00 - Contract Closeout Procedures: Contract closeout procedures.

E. Section 01 78 39 - Project Record Documents: Submission of Project record documents.

F. Section 01 78 33 – Product Warranties and Bonds: Requirements for warranties and bonds

G. Section 01 91 13 – General Commissioning Requirements: Reports and other data from commissioning.

H. Section 01 79 00 - Demonstration and Training: Administrative and procedural requirements for instructing Owner's personnel in operation and maintenance of systems, subsystems, and equipment installed under the Contract.

I. Product Specifications Sections in Divisions 2 through 33: Specific requirements for operation and maintenance data.

1.3 QUALITY ASSURANCE

A. Documentation: Preparation of operation and maintenance data shall be done by persons:

1. Trained and experienced in maintenance and operation of the described products.

2. Familiar with requirements of this Section.

3. Skilled in technical writing to the extent required to communicate essential data.

Valencia Heritage Park

Department of Public Works 01 78 23-2 Project# P1021
City of Santa Clarita Operation and Maintenance Data

4. Skilled as drafters competent to prepare required drawings.

1.4 FORMAT AND CONTENT OF OPERATION AND MAINTENANCE MANUALS

A. Format for Operation and Maintenance Data Manuals: Prepare data in the form of an instructional manual. Comply with the general requirements specified below and comply with specific requirements for types of products in Articles following. See Article titled "SUBMISSION OF OPERATION AND MAINTENANCE MANUALS" for number of copies of manuals.

B. Operation and Maintenance Data Organization: Organize operation and maintenance data in 3-ring binders and organize the contents of each binder following the organization of the Contract Specifications.

1. Organize the group of binders and the contents of individual binders in sequence according to the Section numbers and titles as listed in the Table of Contents of the Project Manual. Number the binders consecutively; coordinate with Paragraph below titled "Tables of Contents."

2. Organize each binder with color -coded tabbed dividers for each distinct product and system, with typed inserts in tabs identifying the product or system.

3. Organize the contents of each tabbed division according to the Article headings in PART 2 - PRODUCTS in each product Specification Section.

a. Within each tabbed division, organize the information according to major component parts of equipment and systems, as applicable, and to facilitate locating information. b. Separate operation and maintenance data for each product under separate tabbed divisions, where feasible.
c. Within each tabbed division, include a cover sheet identifying the specific products and component parts included in the tabbed division.

4. If the products of more than one Specification Section are included in the binder, provide separate, heavy cover stock dividers to separate information for each Section.

C. Binders: 8- 1/2 x 11 inch, standard three- ring binders with heavy duty vinyl covers with hard cardboard backing, black color, with provision on binder spine for inserting identification card; Maximum binder ring size shall be 3 -inches. Use multiple binders as necessary to avoid overfilling.

When multiple binders are used, correlate data into related consistent groupings.

D. Cover: Identify each binder with typed or printed card inserted on binder spine, stating OPERATION AND MAINTENANCE DATA, the Project name and the general subject matter of the contents of the binder.

E. Title Page: In each volume (binder) of operation and maintenance data, include a title page with the following:

1. Name of the Project.

2. Names, addresses and telephone numbers of the responsible design professionals (Architect and consultant of Architect or Owner, as applicable).

3. Name, address, and telephone numbers of Contractor, including names of contact persons.

Valencia Heritage Park

Department of Public Works 01 78 23-3 Project# P1021
City of Santa Clarita Operation and Maintenance Data

F. Table of Contents: In each volume (binder) of operation and maintenance data, include a listing of the contents of the volume. In a separate, first binder, provide a master Table of Contents of operation and maintenance data, identifying the product and systems, the applicable Specification Section number and title, and the operation and maintenance data binder number.

G. Schedule of Products and Systems: In the first volume of the set of operation and maintenance data, include a schedule of products and systems, indexed to the Table of Contents of the volumes (binders), and cross-referenced to the Contract Drawings and Specifications.

H. Operation and Maintenance Data: In each tabbed division of operation and maintenance data for each product or system, provide the following:

1. On a cover page for each tabbed division, provide the following:

a. Identify by name, address and telephone number, the manufacturer, supplier, and installer.

Include names of contact persons, if known.
b. Identify by name, address and telephone number, local sources of supplies, replacement parts and factory-authorized service.

2. Within each tabbed division, include complete operation and maintenance data as published by the product manufacturer where feasible. Otherwise, present all data neatly typewritten on 20 pound, correspondence quality bond paper. Strike- through information on printed literature where not applicable.

3. Supplement the manufacturer's printed data with neatly typewritten text and professionally drafted diagrams as necessary to suit the particular installation for the Project and to fully explain operation and maintenance procedures. Provide logical sequence of instructions for each procedure.

I. Drawings: Supplement operation and maintenance data to illustrate configurations and relationships of component parts of equipment and systems, and to show control and flow diagrams, as applicable.

1. Do not use Project Record Documents as maintenance drawings.

2. Neatly fold drawings to size of text pages and provide reinforced, punched binding edge. Add binding strip as necessary to avoid punching through drawing content.

J. Additional Data: As specified in individual product Specification Sections.

K. Warranty and Guaranty: Include copy of each warranty, guaranty, bond, and service contract issued.

Provide information sheet identifying:

1. Proper procedures in event of failure.

2. Instances that might affect validity of warranties or bonds.

L. Material Safety Data Sheet (MSDS): For products requiring MSDS, according to CCR Title 8, include copy of each applicable Material Safety Data Sheet (MSDS) for products delivered to the site and incorporated into the completed construction.

Valencia Heritage Park

Department of Public Works 01 78 23-4 Project# P1021
City of Santa Clarita Operation and Maintenance Data

1.5 DATA REQUIREMENTS FOR MATERIALS AND FINISHES

A. Data for Building Products, Applied Materials and Finishes: Include product data, with catalog number, size, composition, and color and texture designations. Provide information for re- ordering custom manufactured Products.

B. Instructions for Care and Maintenance: Include manufacturer's recommendations for cleaning agents and methods, precautions against detrimental agents and methods, and recommended schedule for cleaning and maintenance.

C. Data for Moisture Protection and Weather-Exposed Products: Include product data listing applicable reference standards, chemical composition, and details of installation. Provide recommendations for inspections, maintenance, and repair.

D. Additional Requirements: As specified in individual product Specification Sections.

1.6 DATA REQUIREMENTS FOR EQUIPMENT AND OPERATING SYSTEMS

A. Data for Equipment and Operating Systems: Include description of each unit or system, and component parts.

1. Include manufacturer's printed operation and maintenance instructions.

2. Identify function, normal operating characteristics and limiting conditions.

3. Include performance curves, with engineering data and tests.

4. Include sequence of operation by controls manufacturer, as applicable.

5. Provide diagrams by controls manufacturer for control systems, as applicable and as installed.

B. Piping Data: Provide Contractor's coordination drawings, with piping diagrams as installed. Provide charts of valve tag numbers, with location and function of each valve, keyed to flow and control diagrams. Color code diagrams as necessary for clarity.

C. Reports: Include test and balancing reports, as applicable and as specified in individual product Specification Sections.

D. Panelboard Circuit Directories: Provide electrical service characteristics, controls, and communications.

E. Wiring Diagrams: Include diagrams of wiring as installed, with color coding as necessary for clarity.

F. Operating Procedures: Include:

1. Start-up, break-in, and routine normal operating instructions and sequences.

2. Regulation, control, stopping, shut-down, and emergency instructions.

3. Summer and winter operating instructions.

Valencia Heritage Park

Department of Public Works 01 78 23-5 Project# P1021
City of Santa Clarita Operation and Maintenance Data

4. Special operating instructions.

G. Maintenance Requirements: Include:

1. Routine maintenance procedures and guide for trouble-shooting.

2. Disassembly, repair, and reassembly instructions.

3. Alignment, adjusting, balancing, and checking instructions.

H. Servicing and Lubrication: Provide servicing and lubrication schedule, and list of lubricants required.

I. Parts Data: Provide original manufacturer's parts list, illustrations, assembly drawings, and diagrams as necessary for service and maintenance.

1. Include complete nomenclature and catalog numbers for consumable and replacement parts.

2. Provide list of original manufacturer's spare parts, current prices, and recommended quantities to be maintained in stock by Owner’s Representative.

J. Software: All programming codes, access codes and other data necessary for operation, maintenance, future functioning, and modifications of microprocessor -controlled products, independent of Original Equipment Manufacturer (OEM).

K. Additional Requirements: As specified in individual product Specification Sections.

1.7 DATA REQUIREMENTS FOR ELECTRIC AND ELECTRONIC SYSTEMS

A. Date Requirements for Electrical and Electronic Systems: Description of each system and component parts, including:

1. Function, normal operating characteristics and limiting conditions.

2. Performance curves, engineering data and tests.

3. Complete nomenclature and commercial number of replaceable parts.

B. Circuit Directories of Panel Boards: Include:

1. Electrical service.

2. Controls.

3. Communications.

C. Wiring Diagrams: As-installed, color-coded wiring diagrams.

D. Operating procedures:

1. Routine and normal operating instructions.

Valencia Heritage Park

Department of Public Works 01 78 23-6 Project# P1021
City of Santa Clarita Operation and Maintenance Data

2. Sequences required.

3. Special operating instructions.

E. Maintenance procedures:

1. Routine operations.

2. Guide to "trouble-shooting."

3. Disassembly, repair, and reassembly.

4. Adjustment and checking.

F. Manufacturer's printed operating and maintenance instructions.

G. List of original manufacturer's spare parts, manufacturer's current prices, and recommended quantities to be maintained in storage.

H. Prepare and include additional data when the need for such data becomes apparent during instruction of Owner's personnel. Refer to Section 01 79 00 - Demonstration and Training.

I. Additional requirements for operating and maintenance data: Respective sections of specifications.

1.8 INSTRUCTION OF OWNER'S PERSONNEL

A. Instruction of Owner's Personnel: As specified in Section 01 79 00 - Demonstration and Training.

B. Basis for Instruction: Use operation and maintenance manuals as basis for instruction. Review contents of manual with personnel in detail to explain all aspects of operation and maintenance.

C. Instructional Material: Prepare and insert additional data in Operation and Maintenance Manual when need for such data becomes apparent during instruction.

1.9 SUBMISSION OF OPERATION AND MAINTENANCE MANUALS

A. Submittal: Submit three hard copies and one (1) PDF scan of entire document to Owner through Construction Manager prior to submission of final Application for Payment.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 78 33-1 Project# P1021
City of Santa Clarita Product Warranties and Bonds

SECTION 01 78 33

PRODUCT WARRANTIES AND BONDS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. General administrative and procedural requirements for preparation and submission of warranties and bonds required by the Contract Documents, including manufacturer's standard warranties on products and special Project warranties.

1. Refer to the General Provisions and General Conditions of the Contract for terms of Contractor's special warranty of workmanship and materials.

2. Certifications and other commitments and agreements for continuing services to Owner’s Representative are specified elsewhere in the Contract Documents.

1.2 RELATED DOCUMENTS AND SECTIONS

A. Section 01 33 00 - Submittals Procedures: General administrative requirements for submittals, applicable to warranties and bonds.

B. Section 01 77 00 - Contract Closeout Procedures: General requirements for closeout of the Contract.

C. Section 01 78 33 - Operation and Maintenance Data: Operating and maintenance data binders, to include copies of warranties and bonds.

D. Product Specifications Sections in Divisions 2 through 33: Special Project warranty requirements for specific products or elements of the Work; commitments and agreements for continuing services to Owner’s Representative.

1.3 DEFINITIONS

A. Warranty: Assurance to Owner’s Representative by Contractor, installer, supplier, manufacturer, or other party responsible as warrantor, for the quantity, quality, performance and other representations of a product, system service of the Work, in whole or in part, for the duration of the specified period of time.

B. Guaranty: Assurance to Owner’s Representative by Contractor or product manufacturer or other specified party, as guarantor, that the specified warranty will be fulfilled by the guarantor in the event of default by the warrantor.

C. Standard Product Warranty: Preprinted, written warranty published by product manufacturer for particular products and specifically endorsed by manufacturer to Owner’s Representative.

D. Special Project Warranty: Written warranty required by or incorporated into Contract Documents, to extend time limits provided by standard warranty or to provide greater rights for Owner’s Representative.

Valencia Heritage Park

Department of Public Works 01 78 33-2 Project# P1021
City of Santa Clarita Product Warranties and Bonds

E. Guaranty Period: As defined in the General Provisions of the Contract guaranty period shall be synonymous with "warranty period", "correction period" and similar terms used in the Contract Specifications.

1.4 WARRANTIES AND GUARANTIES

A. Warranties and Guaranties, General: Provide all warranties and guaranties with Owner’s Representative named as beneficiary. For equipment and products, or components thereof, bearing a manufacturer's warranty or guaranty that extends for a period of time beyond the Contractor's warranty and guaranty, so state in the warranty or guaranty.

B. Provisions for Special Warranties: Refer to General Provisions of the Contract for terms of the Contractor's special warranty of workmanship and materials.

C. General Warranty and Guaranty Requirements: Warranty shall be an agreement to repair or replace, without cost and undue hardship to Owner’s Representative, Work performed under the Contract which is found to be defective during the guaranty period (warranty or guaranty) period. Repairs and replacements due to improper maintenance or operation, or due to normal wear, usage and weathering are excluded from warranty requirements unless otherwise specified.

D. Specific Warranty and Guaranty Requirements: Specific requirements are included in product Specifications Sections of Divisions 2 through 33, including content and limitations.

E. Disclaimers and Limitations: Manufacturer's disclaimers and limitations on product warranties and guaranties shall not relieve Contractor of responsibility for warranty and guaranty requirements for the Work that incorporates such products, nor shall they relieve suppliers, manufacturers, and installers required to countersign special warranties with Contractor.

F. Related Damages and Losses: When correcting warranted Work that has been found defective, remove, and replace other Work that has been damaged as a result of such defect or that must be removed and replaced to provide access for correction of warranted Work.

G. Reinstatement of Warranty: When Work covered by a warranty has been found defective and has been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty with an equitable adjustment for depreciation.

H. Replacement Cost: Upon determination that Work covered by a warranty has been found to be defective, replace or reconstruct the Work to a condition acceptable to Construction Manager, complying with applicable requirements of the Contract Documents. Contractor shall be responsible for all costs for replacing or reconstructing defective Work regardless of whether Owner’s Representative has benefitted from use of the Work through a portion of its anticipated useful service life.

I. Owner’s Representative's Recourse: Written warranties made to Owner’s Representative shall be in addition to implied warranties, and shall not limit the duties, obligations, rights and remedies otherwise available under law, nor shall warranty periods be interpreted as limitations on time in which Owner’s Representative can enforce such other duties, obligations, rights, or remedies.

Valencia Heritage Park

Department of Public Works 01 78 33-3 Project# P1021
City of Santa Clarita Product Warranties and Bonds

1. Rejection of Warranties: Owner’s Representative reserves the right to reject warranties and to limit selections to products with warranties not in conflict with requirements of the Contract Documents.

J. Warranty as Condition of Acceptance: Owner’s Representative reserves the right to refuse to accept Work for the Project where a special warranty, certification, or similar commitment shall be required on such Work or part of the Work, until evidence is presented that entities required to countersign such commitments are willing to do so.

1.5 PREPARATION OF WARRANTY AND BOND SUBMITTALS

A. Project Warranty and Guaranty Forms: Forms for special Project warranties and guaranties are included at the end of this Section. Prepare written documents utilizing the appropriate form, ready for execution by the Contractor, or the Contractor and subcontractor, supplier, or manufacturer.

Submit a draft to Construction Manager for approval prior to final execution.

1. Refer to product Specifications Sections of Divisions 2 through 33 for specific content requirements, and particular requirements for submittal of special warranties.

2. Prepare standard warranties and guaranties, excepting manufacturers' standard printed warranties and guaranties, on Contractor's, subcontractor's, material supplier's, or manufacturer's own letterhead, addressed to Owner’s Representative as directed by Construction Manager.

3. Warranty and guaranty letters shall be signed by all responsible parties and by Contractor in every case, with modifications only as approved in advance by Construction Manager to suit the conditions pertaining to the warranty or guaranty.

B. Manufacturer's Guaranty Form: Manufacturer's guaranty form may be used instead of special Project form included at the end of this Section. Manufacturer's guaranty form shall contain appropriate terms and identification, ready for execution by the required parties.

1. If proposed terms and conditions restrict guaranty coverage or require actions by Owner’s Representative beyond those specified, submit draft of guaranty to Construction Manager for review and acceptance before performance of the Work.

2. In other cases, submit draft of guaranty to Construction Manager for approval prior to final execution of guaranty.

C. Signatures: Signatures shall be by person authorized to sign warranties, guaranties, and bonds on behalf of entity providing such warranty, guaranty, or bond.

D. Co-Signature: All installer's warranties and bonds shall be co-signed by Contractor. Manufacturer's guaranties will not require co-signature.

1.6 FORM OF WARRANTY AND BOND SUBMITTALS

A. Form of Warranty and Bond Submittals: Prior to final Application and Certificate for Payment, collect and assemble all written warranties and guaranties into binders and deliver binders to Owner’s Representative, as directed by Construction Manager, for final review and acceptance.

Valencia Heritage Park

Department of Public Works 01 78 33-4 Project# P1021
City of Santa Clarita Product Warranties and Bonds

1. Prior to submission, verify that documents are in proper form and contain all required information and are properly signed by Contractor, subcontractor, supplier, and manufacturer, as applicable.

2. Organize warranty and guaranty documents into an orderly sequence based on the Table of Contents of the Project Manual.

3. Include Table of Contents for binder, neatly typed, following order and Section numbers and titles as used in the Project Manual.

4. Bind warranties, guaranties and bonds in heavy -duty, commercial quality, durable 3- ring vinyl covered loose-leaf binders, thickness as necessary to accommodate contents, with clear front and spine to receive inserts, and sized to receive 8-1/2 inch by 11-inch paper.

5. Provide heavy paper dividers with celluloid or plastic covered tabs for each separate warranty.

Mark tabs to identify products or installation, and Section number and title.

6. Include on separate typed sheet, if information is not contained in warranty or guaranty form, a description of the product or installation, and the name, address, telephone number and responsible person for applicable installer, supplier and manufacturer.

7. Identify each binder on front and spine with typed or printed inserts with title "WARRANTIES AND BONDS", the Project title or name, and the name of the Contractor. If more than one volume of warranties, guaranties and bonds is produced, identify volume number on binder.

8. When operating and maintenance data manuals are required for warranted construction, include additional copies of each required warranty and guaranty in each required manual. Coordinate with requirements specified in Section 01 78 23 - Operation and Maintenance Data.

1.7 TIME OF WARRANTY AND BOND SUBMITTALS

A. Submission of Preliminary Copies: Unless otherwise specified, obtain preliminary copies of warranties, guaranties, and bonds within ten days of completion of applicable item or Work. Prepare and submit preliminary copies for review as specified herein.

B. Submission of Final Copies: Submit fully executed copies of warranties, guaranties and bonds within ten days of date identified in Notice of Completion but no later than three days prior to date of final Application for Payment.

C. Date of Warranties and Bonds: Unless otherwise directed or specified, commencement date of warranty, guaranty and bond periods shall be the date established in the Notice of Completion.

1. Warranties for Work accepted in advance of date stated in Notice of Completion: When a designated system, equipment, component parts or other portion of the Work is completed and occupied or put to beneficial use by Construction Manager, by separate agreement with Contractor, prior to completion date established in the Notice of Completion, submit properly executed warranties to Owner’s Representative, as directed by Construction Manager, within ten days of completion of that designated portion of the Work. List date of commencement of warranty, guaranty or bond period as the date established in the Notice of Completion.

Valencia Heritage Park

Department of Public Works 01 78 33-5 Project# P1021
City of Santa Clarita Product Warranties and Bonds

2. Warranties for Work not accepted as of date established in the Notice of Completion: Submit documents within ten days after acceptance, listing date of acceptance as beginning of warranty, guaranty, or bond period.

D. Duration of Warranties and Guaranties: Unless otherwise specified or prescribed by law, warranty and guaranty periods shall be not less than the guaranty period required by the General Provisions of the Contract but in no case less than one year from the date established for completion of the Project in the Notice of Completion. See product Specifications Sections in Divisions 2 through 33 of the Project Manual for extended warranty and guaranty beyond the minimum one-year duration.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 78 36-1 Project# P1021
City of Santa Clarita Warranties

SECTION 01 78 36

WARRANTIES

1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the contract, including General and Supplementary Conditions and other Division 1 through 50 apply to this Section.

1.2 SUMMARY

A. This Section including administrative and procedural requirements for warranties required by the Contract Documents, including manufacturers standard warranties on products and special warranties.

1. Refer to Article 53, Warranty and Guarantee of the General Conditions for terms of the Contractor’s period for correction of the Work.

B. Related Sections: The following Sections contain requirements that relate to this Section:

1. Section 01 70 00: “Execution and Closeout Requirements” specifies contract closeout procedures.

2. Divisions 2 through 50 Sections for specific requirements for warranties on products and installations specified to be warranted.

3. Certifications and other commitments and agreements for continuing services to City are specified elsewhere in the Contract Documents.

C. Disclaimers and Limitations: Manufacturer’s disclaimers and limitations on product warranties do not relieve the Contractor of the Work that incorporates the products. Manufacturer’s disclaimers and limitations on product warranties do not relieve suppliers, manufacturers, and subcontractors required to countersign special warranties with the Contractor.

1.3 DEFINITIONS

A. Standard product warranties are preprinted written warranties published by individual manufacturers for particular products and are specifically endorsed by the manufacturer to the City.

B. Special warranties are written warranties required by or incorporated in the Contract Documents, either to extend time limits provided by standard warranties or to provide greater rights for the City.

1.4 WARRANTY REQUIREMENTS

A. Related Damages and Losses: When correcting failed or damaged warranted construction, remove and replace construction that has been damaged as a result of such failure or must be removed and replaced to provide access for correction of warranted construction.

B. Reinstatement of Warranty: When Work covered by a warranty has failed and been corrected by replacement or rebuilding, reinstate the warranty by written endorsement. The reinstated warranty shall be equal to the original warranty.

Valencia Heritage Park

Department of Public Works 01 78 36-2 Project# P1021
City of Santa Clarita Warranties

C. Replacement Cost: Upon determination that Work covered by a warranty has failed, replace or rebuild the Work to an acceptable condition complying with requirements of the Contract Documents. The Contractor is responsible for cost of replacing or rebuilding defective Work regardless of whether the City has benefited from use of the Work through a portion of its anticipated useful service life.

D. City’s Recourse: Expressed warranties made to the City are in addition to implied warranties and shall not limit the duties, obligations, rights, and remedies otherwise available under the law. Expressed warranty periods shall not be interpreted as limitations on the time in which the City can enforce such other duties, obligations, rights, or remedies.

1. Rejection of Warranties: The City reserves the right to reject warranties and to limit selection to products with warranties not in conflict with requirements of the Contract Documents.

E. Where the Contract Documents require a special warranty, or similar commitment on the Work or part of the Work, the City reserves the right to refuse to accept the Work, until the Contractor presents evidence that entities required to countersign such commitments are willing to do so.

1.5 SUBMITTALS

A. Submit written warranties to the City prior to the date for Final completion.

B. When the Contract Documents require the Contractor, or the Contractor and a subcontractor, supplier, or manufacturer to execute a special warranty, prepare a written document that contains appropriate terms and identification, ready for execution by the required parties.

Submit a draft to the City, for approval prior to final acceptance.

1. Refer to Divisions 2 through 50 Sections for specific content requirements and particular requirements for submitting special warranties.

C. Form of Submittal: At Final Completion compile 2 copies of each required warranty properly executed by the Contractor, or by the Contractor, subcontractor, supplier, or manufacturer.

Organize the warranty documents into an orderly sequence based on the table of contents of the Project Manual.

D. Bind warranties and bonds in heavy -duty, commercial -quality, durable 3- ring, vinyl -covered loose-leaf binders, thickness as necessary to accommodate contents, and sized to receive 8- 1/2-by-11inch (115-by-280-mm) paper.

1. Provide heavy paper dividers with celluloid covered tabs for each separate warranty.

Mark the tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product, and the name, address, and telephone number of the Installer.

2. Identify each binder on the front and spine with the typed or printed title “WARRANTIES” Project title or name, and name of the Contractor.

3. When warranted construction requires operation and maintenance manuals, provide additional copies of each required warranty, as necessary, for inclusion in each required manual.

END OF SECTION
Heritage Valencia Park

Department of Public Works 01 78 39-1 Project# P1021
City of Santa Clarita Project Record Documents

SECTION 01 78 39

PROJECT RECORD DOCUMENTS

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Requirements for Project record documents to be submitted for Contract closeout.

1.2 RELATED SECTIONS

A. Section 01 33 00 - Submittals Procedures: General requirements for submission for shop drawings, product data, samples, and quality control reports.

1.3 PROJECT RECORD DOCUMENTS

A. Project Record Documents, General: Do not use record documents for construction purposes; protect from deterioration and loss in a secure, fire- resistive location; provide access to record documents for the reference by Construction Manager and Owner’s Representative during normal working hours.

B. Record Drawings: Record information continuously as Work progresses. Do not conceal Work permanently until all required information is recorded.

1. Maintain a clean, undamaged set of blue or black line white -prints of Contract Drawings and Shop Drawings. Mark the set to show the actual installation where the installation varies substantially from the Work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately.

2. Where Shop Drawings are used, record a cross-reference at the corresponding location on the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.

3. Legibly and to scale, mark record sets with red erasable pencil. Use other colors to distinguish between variations in separate categories of the work.

4. Mark new information that is important to the Owner’s Representative's operation and maintenance of the Work but was not shown on Contract Drawings or Shop Drawings. Record actual construction, including:

a. Measured depths of foundations and footings encountered, measured in relation to finish First Floor datum.
b. Measured horizontal and vertical locations of underground utilities and appurtenances, referenced to permanent ground improvements.
c. Field changes of dimension and detail.
d. Details not on original Contract Drawings. Application of copies of details produced and provided by Owner’s Representative during construction will be accepted. e. Permanent Room names and Room numbers.

5. Note related Change Order numbers where applicable.

Heritage Valencia Park

Department of Public Works 01 78 39-2 Project# P1021
City of Santa Clarita Project Record Documents

6. Organize record drawing sheets into manageable sets, bind with durable paper cover sheets, and print suitable titles, dates, and other identification on the cover of each set.

7. Store Record Documents separate from documents used for construction.

C. Record Specifications: Record changes made by Addenda and Change Orders. In PART 2 - PRODUCTS in each Section, legibly mark and record in red ink actual Products installed or used, including:

1. Manufacturer's name and product model or catalog number.

2. Product substitutions or alternates utilized.

D. Submission:

1. Project Record Documents shall be kept current and will be reviewed for completeness by Construction Manager as condition for certification of each Progress Payment Application.

2. Submit marked record documents to Construction Manager prior to final Application for Payment, for approval. Submit 2 sets of documents xerographically reproduced on white bond paper.

3. Submit ‘As -Built Certification’ on a monthly basis by inspector Must accompany progress payment form provided in specifications.

PART 2 - PRODUCTS

Not Applicable to this Section.

PART 3 - EXECUTION

Not Applicable to this Section.

END OF SECTION
Valencia Heritage Park

Department of Public Works 01 79 00-1 Project# P1021
City of Santa Clarita Demonstration and Training

SECTION 01 79 00

DEMONSTRATION AND TRAINING

PART 1 - GENERAL

1.1 SECTION INCLUDES

A. Administrative and procedural requirements for instructing Owner's personnel, including the following:

1. Demonstration of operation of systems, subsystems, and equipment.

2. Training in operation and maintenance of systems, subsystems, and equipment installed under the Contract.

3. Demonstration and training visual presentation media and notes.

1.2 RELATED SECTIONS

A. Section 01 31 00 - Project Management and Coordination: Requirements for pre instruction conferences.

B. Section 01 75 00 - Starting and Adjusting Procedures: Coordination of start -up and adjusting of systems, subsystems and equipment with demonstration and training of Owner's personnel.

C. Section 01 78 23 - Operation and Maintenance Data: Operating and maintenance instructions to be used during training and demonstration.

D. Divisions 2 through 33 Sections for specific requirements for demonstration and training for Work specified in those Sections.

1.3 SUBMITTALS

A. Instruction Program: Submit two copies of outline of instructional program for demonstration and training, including a schedule of proposed dates, times, length of instruction time, and instructors' names for each training module. Include learning objective and outline for each training module.

1. Receipt, review, and acceptance of instruction program by Owner , through Construction Manager (CM), shall be condition precedent to approval of Contractor's application for payment in excess of 50 percent of the Contract Sum.

2. Submission of instruction program shall be scheduled to allow sufficient time for receipt, review, and acceptance of instruction program by Owner , through Construction Manager (CM), and shall be not less than 3 weeks prior to proposed date of first training session.

3. At completion of training, submit two complete training manual(s) to Owner , through Construction Manager, for Owner's use.

B. Qualification Data: For persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names, and addresses of architects and owners, and other information specified.

Valencia Heritage Park

Department of Public Works 01 79 00-2 Project# P1021
City of Santa Clarita Demonstration and Training

C. Attendance Record: For each training module, submit list of participants and length of instruction time.

D. Evaluations: For each participant and for each training module, submit results and documentation of performance-based test.

E. Demonstration and Training Video Presentations: Submit two DVD copies within seven days of end of each training module.

1. Identification: On each copy, provide an applied label with the following information:

a. Name of Project.
b. Name and address of videographer.
c. Name of Owner’s Representative.
d. Name of Contractor.
e. Date video was recorded.
f. Description of vantage point, indicating location, direction (by compass point), and elevation or story of construction.

2. Transcript: Prepared on 8-1/2-by-11-inch (215-by-280-mm) paper, punched and bound in heavy-duty, 3-ring, vinyl-covered binders. Mark appropriate identification on front and spine of each binder. Include a cover sheet with same label information as the corresponding videotape.

Include name of Project and date of videotape on each page.

1.4 QUALITY ASSURANCE

A. Facilitator Qualifications: A firm or individual experienced in training or educating maintenance personnel in a training program similar in content and extent to that indicated for this Project, and whose work has resulted in training or education with a record of successful learning performance.

B. Instructor Qualifications: Factory -authorized service representative and other qualified instructors, complying with requirements in Section 01 45 00 - Quality Control, experienced in operation and maintenance procedures and training.

C. Photographer/Videographer Qualifications: A professional photographer who is experienced photographing construction projects.

D. Pre instruction Conference: Conduct conference at Project site to comply with requirements in Section 01 31 00 - Project Management and Coordination. Review methods and procedures related to demonstration and training including, but not limited to, the following:

1. Inspect and discuss locations and other facilities required for instruction.

2. Review and finalize instruction schedule and verify availability of educational materials, instructors' personnel, audiovisual equipment, and facilities needed to avoid delays.

3. Review required content of instruction.

4. For instruction that must occur outside, review weather and forecasted weather conditions and procedures to follow if conditions are unfavorable.

Valencia Heritage Park

Department of Public Works 01 79 00-3 Project# P1021
City of Santa Clarita Demonstration and Training

1.5 COORDINATION

A. Coordination of Instruction Schedule: Coordinate instruction schedule with Owner 's operations.

Adjust schedule as required to minimize disrupting Owner 's operations. Coordinate with Owner through Construction Manager (CM).

B. Coordination of Instructors: Coordinate instructors, including providing notification of dates, times, length of instruction time, and course content. Allow for 30 days notice to Owner through Construction Manager (CM).

C. Coordination with Operation and Maintenance Data: Coordinate content of training modules with content of approved emergency, operation, and maintenance manuals. Do not submit instruction program until operation and maintenance data has been reviewed and approved by Owner’s Representative.

1. Do not submit instruction program until operation and maintenance data have been reviewed by Owner’s Representative or other responsible design professional and accepted by Owner through Construction Manager (CM).

2. Coordinate review of operation and maintenance data to make operation and maintenance data available at least 30 days prior to date scheduled for initial training session.

PART 2 - PRODUCTS

2.1 INSTRUCTION PROGRAM

A. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections, and as follows:

1. Fog System

B. Schedule of Training Sessions: Arrange to have training conducted on consecutive days, with no more than 6 hours of training scheduled for any one day. Concurrent classes will not be acceptable.

C. Training Modules, General: Develop a learning objective and teaching outline for each module.

Develop an instruction program that includes individual training sessions for each system and operating products not part of a system, as required by Division 2 through 16 Specification Sections.

Include a description of specific skills and knowledge that participant is expected to master.

D. Training Module Content: Training modules shall progress logically. Each training module shall be comprised of time spent both in the classroom and at specific location of subject equipment or system. As a minimum, cover the following subjects for each item of equipment and system:

1. Familiarization:

a. Review catalog, parts lists, drawings, etc., which have been previously provided for the plant files and operation and maintenance manuals.
b. Check out the installation of the specific equipment items. c. Demonstrate the unit and indicate how all parts of the specifications are met. d. Answer questions.

Valencia Heritage Park

Department of Public Works 01 79 00-4 Project# P1021
City of Santa Clarita Demonstration and Training

2. Safety:

a. Using material previously provided, review safety references. b. Discuss proper precautions around equipment.

3. Operation:

a. Using material previously provided, review reference literature. b. Explain all modes of operation (including emergency). c. Check out Owner's personnel on proper use of equipment and controls.

4. Preventive Maintenance:

a. Using material previously provided, review preventive maintenance (PM) lists including:
1) Reference material.
2) Daily, weekly, monthly, quarterly, semiannual, and annual jobs. b. Demonstrate how to perform Preventative Maintenance tasks. c. Demonstrate to Owner's personnel what to look for as indicators of equipment problems.

Santa Clarita City CouncilMay 12, 2026

Santa Clarita City Council
May 12, 2026