6. List any disciplinary action and the ultimate disposition within the past ten (10) years taken against you or your firm by the State Contractor's License Board:_ None
7. List projects similar to the type applied for herein which you have worked on and how recently project was performed:
Cities of Aliso Viejo, Brea, Fountain Valley, Huntington Beach, Lake Forest, Mission Viejo, Orange, San Dimas, Temecula and Yorba Linda
I DECLARE UNDER PENALTY OR PERJ
TRUE, COMPLETE, ACCURATE AND 0
3/25/2026
Dated
CITY of YORBA LINDA Bid Documents I 34 Page 426 of 1224 QUESTIONNAIRE TO CONTRACTORS (Cont.)
1. Were bid depository or registry services used in obtaining subcontractor bid figures in order to compute your bid? Yes ( ) No ( x )
2. If the answer to No. 1 is "Yes," please forward a copy of the rules of each bid depository you used with this questionnaire.
3. Did you have any source of subcontractors' bids other than bid depositories:
Yes ( ) No (X )
4. Has any person or group threatened you with subcontractor boycotts, union boycotts, or other sanctions to attempt to convince you to use the services or abide by the rules of one or more bid depositories? Yes ( ) No ( X )
5. If the answer to No. 4 is "Yes," please explain the following detail:
NIA i. Date(s): _
NIA ii. Name of person or group: _
. . . NIA iii. Job involved (1f applicable): _
NIA
iv. Nature of threats: -------------------
v. Addii
t
t
i iona I comments: NIA
------------------
(Use additional paper if necessary)
6. Was a conscious effort made to recruit or provide equal opportunity for bids by minority or project area subcontractors? Yes ( ) No (X )
Please submit a statement to reflect your response.
7. Was a conscious effort made to recruit and hire project area lower-income residents? Yes ( ) No (X )
CITY of YORBA LINDA Bid Documents I 35 Page 427 of 1224 Please submit a statement to reflect your response.
We declare under penalty of perjury that the foregoing is true and correct. 25th d f March Dated this ay o , 2026.
Nieves Landscape, LLC.
reg Nieves
President/ Secretary
Title -------------
CITY of YORBA LINDA Bid Documents I 36 Page 428 of 1224
ADDENDUM RECEIPT CERTIFICATION
LANDSCAPE MAINTENANCE SERVICES
LMAD PACKAGE F
Bidder acknowledges receipt of this Addendum and inclusion of its conditions in his bid by signature below and attachment of this Addendum to his bid. BIDS NOT CONTAINING THIS CERTIFICATION WILL BE REJECTED.
3/30/2026
Addendum No. 1 Date:
------
F 3/30/2026 Received by: __,.,._______;:;.________ Date: _ (Sig tre)
Joshua Cho Business Development
Name: --------------- Title: ----------
(Print)
Greg Nieves President/ Secretary
Name: Title: --------------- ---------- (Print)
ATTACHMENT 2 – Bids Received List
Bidder Bidder Location Amount (Annual)
Mariposa Landscape Inc. Irwindale, CA $ 2,297,367.64
DMS Facility Services
(Deemed Unresponsive) Anaheim, CA $ 3,349,373.64
Merchants Landscape Services
(Deemed Unresponsive) Santa Ana, CA $ *1,122,790.42
Nieves Landscape, LLC Santa Ana, CA $ *1,115,953.70
Greentech Landscape Inc. (Deemed
Unresponsive) Santa Fe Springs, CA $ 1,631,499.85
*Bid amount adjusted due to clerical math errors identified in the bid documents. Asterisk denotes a revised amount from the total read at bid opening.
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BASTANCHURY
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VIA L OMAS DE YORBA
LA PALMA
LMAD Inspector Map ²
Maintenance Package
PKG -A PKG -B PKG -D PKG -C PKG -E PKG - G PKG - F PKG A - ALBERT PKG A - ALBERT PKG D - CAM/ JESUS PKG E - TIM PKG F - JESUS PKG G - JESUS CITY BOUNDRY PKG C - TIM
PUBLIC WORKS DEPARTMENT
DATE: MAY 19, 2026
TO: HONORABLE MAYOR AND MEMBERS OF CITY COUNCIL
FROM: JAMIE LAI, P.E. DIRECTOR OF PUBLIC WORKS/ CITY ENGINEER PREPARED BY: REGINA HU, P.E. PRINCIPAL CIVIL ENGINEER
SUBJECT: APPROVE ON-CALL AGREEMENTS FOR ENGINEERING SERVICES
RECOMMENDATION
1. Approve on-call engineering services agreements with the firms listed in attachments
2. Approve annual expenditures of up to $75,000 per firm under each on-call agreement
3. Authorize the City Manager to approve minor, non-substantive changes to the agreements approved by the City Attorney.
SUMMARY
On-call engineering agreements provide a qualified pool of firms that the City may use to obtain professional services for capital projects, development review, technical studies, and operating needs. Current on-call agreements expire on June 30, it is recommended that the City enter into new on-call agreements with 65 firms across nine categories. These agreements do not commit the City to any specific project or spending.
DISCUSSION
Public Works utilizes on-call agreements to quickly respond to project needs and efficiently deliver capital improvement projects, technical studies, and development reviews. On-call engineering services fall into the following categories:
A. General Municipal Engineering Services
B. Geotechnical Engineering Services
C. Traffic and Transportation Engineering Services
D. Landscape Architecture and Landscape Maintenance Assessment District Inspection Services
APPROVE ON-CALL AGREEMENTS FOR ENGINEERING SERVICES
P a g e | 2
E. Engineering Plan Checking Services
F. Construction Management and Inspection Services
G. Surveying Services
H. Storm Water Quality Services
I. Grants and Funding Support Services
Public Works issued a Request for Proposals earlier this year and received 94 proposals.
Each proposal was evaluated and the recommended firms are listed on Attachments 1 and
2. Firms are recommended based on:
Responsiveness to the Request for Proposals
Availability of contractor staff
Ability to meet the City’s needs
Relevant experience and references
Qualifications of proposed personnel
Ability to control costs and meet schedules
Each recommended agreement has a three-year term, with two one-year optional extensions and the City’s purchasing procedures apply when considering a firm for an assignment under the on-call agreements.
FISCAL IMPACT
None. Costs for work performed under these agreements will be charged to the applicable Capital Improvement Program budget or Public Works operating budget, depending on the specific project or service.
ALTERNATIVES
Do not approve the on-call agreements and provide alternative direction.
ATTACHMENTS
Attachment 1 - Qualified Firms by Category
Attachment 2 - List of Qualified Firms and Selected Categories Attachment 3 - Professional Services Agreement Template
Category A: Gneeral Municipal Engineering Services Category E: Engineering Plan Checking Services 1 Advantec 1 Cannon
2 AYCE 2 HR Green
3 Cannon 3 Interwest
4 Dokken 4 Kevin Ko
5 Harris 5 NV5
6 Hunsaker 6 Transtech
7 Kimley-Horn 7 Willdan
8 Mark Thomas 8 Wolfe
9 NCE
10 NV5
11 Psomas Category F: Construction Management/Inspection Services 12 RKA 1 C2PM
13 T2 Utility 2 Cannon
14 Transtech 3 DCCM
15 Willdan 4 Enterris
5 Fountainhead
6 HW Lochner
Category B: Geotechnical Engineering Services 7 Interwest 1 Certerra 8 LAE
2 G3 Quality 9 NV5
3 Geocon 10 Psomas
4 GMU
5 Hushman & Associates (HAI)
6 HGEI - Harrington Category G: Surveying Services
7 Ninyo & Moore 1 CL Survey
8 Twinning 2 D. Woolley
3 DMc Engineering
4 Fuscoe
Category C: Traffic & Transportation Engineering Services 5 Hunsaker 1 Advantec 6 Psomas
2 AGA 7 Willdan
3 Albert A Webb
4 ALTA
5 Arcadis Category H: Storm Water Quality Services
6 CRA 1 BKF/MNS
7 Fehr & Peers 2 CASC
8 Hartzog 3 CWE
9 HR Green 4 Fuscoe
10 Iteris 5 Geosyntec
11 Kimley-Horn 6 NV5
12 Kittleson 7 Proactive EC Q3
13 LIN
14 LLG
15 LSA Category I: Grant and Funding Support Services
16 Survey Count 1 ALTA
17 TJKM 2 Blais & Associates
18 Transtech 3 CRA
19 Willdan 4 CWE
5 Fehrs & Peers
6 Mark Thomas
Category D: Landscape Architectural & LMAD Services 7 TJKM 1 Alta 8 Transtech
2 Architerra
3 BGB
4 Hushman & Associates (HAI)
5 Mark Thomas
6 MIG
7 Nuvis
8 RE Services
9 RHA Community Works
10 RJM
11 Willdan
Attachment 1 - On-Call Firms by Category
A:
General Municipal Engineering
B:
Geotechnical Engineering
C:
Traffic & Transportation Engineering
D:
Landscape Architecture & LMAD
Inspection
E:
Engineering Plan Checking
F:
Construction Management/ Inspection
G:
Surveying
H:
Storm Water Quality
I:
Grant & Funding Support
1 ADVANTEC Consulting Engineers X X
2 AGA Engineers, Inc. X
3 Albert A Webb Associates X
4 Alta Planning + Design, Inc. X X X
5 Arcadis U.S., Inc. X
6 Architerra Design Group X
7 AYCE Consulting Engineers, Inc. X
8 BGB Design Group X
9 BKF Engineers X
10 Blais & Associates, LLC X
11 C2PM X
12 Cannon Corp X X X
13 CASC X
14 Certerra RMA Group X
15 Chen Ryan Associates (CRA) X X
16 CL Surveying and Mapping, Inc. X
17 CWE X X
18 D. Woolley and Associates, Inc. X
19 DCCM Infrastructure, Inc. X
20 DMc Engineering X
21 Dokken Engineering X
22 Enterris Associates, Inc. X
23 Fehr & Peers X X
24 Fountainhead Consulting Corporation X
25 Fuscoe Engineering, Inc. X X
26 G3 Quality X
27 Geocon X
28 Geosyntec Consultants, Inc. X
29 GMU Geotechnical Engineering X
30 H.W. Lochner, Inc. X
31 Harrington Geotechnical Engineering X
32 Harris & Associates X
33 Hartzog & Crabill, Inc. X
34 HR Green X X
35 Hunsaker & Associates, Inc. X X
36 Hushmand Associates, Inc. X X
37 Innovative Construction Consulting Services, LLC
38 Interwest Consulting Group, Inc. X X
39 Iteris, Inc. X
40 Kevin Ko & Associates X
41 Kimley-Horn & Associates, Inc. X X
42 Kittleson & Associates, Inc. X
43 LAE Associates, Inc. X
44 LIN Consulting, Inc. X
45 LLG (LG2WB Engineers, Inc.) X
46 LSA Associates, Inc. X
47 Mark Thomas & Company, Inc. X X X
48 MIG (Moore Iacofano Goltsman, Inc.) X
49 NCE X
50 Ninyo & Moore X
51 NUVIS Landscape Architecture X
52 NV5 X X X X
53 Proactive Engineering / Q3 X
54 PSOMAS X X X
55 RE (Reddy Engineering) Services, Inc. X
56 RHA Community Works X
57 RJM X
58 RKA Consulting Group X
59 Survey Count X
60 T2 Utility Engineers X
61 TJKM Transportation Consultants X X
62 Transtech Engineers, Inc. X X X
63 Twinning Geotechnical X
64 Willdan Engineering X X X X X
65 Wolfe Engineering and Design, Inc. X
Selected 15 8 19 11 8 10 7 7 8
2026 On-Call Firms and Selected Categories
Firm
Category
Professional
Services
Agreement
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Project Name/No.: ON-CALL CONSULTANT SERVICES
CATERGORY A: General Municipal Engineering Services
CATERGORY B: Geotechnical Engineering Services
CATERGORY C: Traffic and Transportation Engineering Services CATERGORY D: Landscape Architectural Services & LMAD
CATERGORY E: Engineering Plan Checking Services
CATERGORY F: Construction Management & Inspection Services CATERGORY G: Surveying Services
CATERGORY H: Storm Water Quality Services
CATERGORY I: Grant and Funding Support Services
Contract No.:
Dept./Contract Rep: PUBLIC WORKS Approved:
PROFESSIONAL SERVICES AGREEMENT
ON-CALL CONSULTANT SERVICES
THIS PROFESSIONAL SERVICES AGREEMENT (“Agreement”) is made and effective this __1
ST____ day of _July_________, 2026 (“Effective Date”) by and between the CITY OF YORBA LINDA, a California municipal corporation, (“City”) and «Consultant», a «Entity_Type» (“Consultant”). City and Consultant may sometimes herein be referred to individually as a “Party” and collectively as the “Parties.” SECTION 1. SERVICES.
Subject to the terms and conditions set forth in this Agreement, Consultant shall provide to City the services described in the Scope of Services, attached hereto as Exhibit A and incorporated herein by this reference (the “Services”). Consultant will perform subsequent task orders as requested by the Contract Administrator (as defined below), in accordance with the Scope of Services. In the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A, this Agreement shall prevail.
1.1 Term of Services. The term of this Agreement shall begin on July 1st, 2026 and shall end on June 30th, 2029 unless the term of this Agreement is otherwise terminated or extended as provided for in Section 8. The time provided to Consultant to complete the Services required by this Agreement shall not affect City’s right to terminate this Agreement, as provided for in Section 8.
1.2 Standard of Performance. Consultant represents that Consultant is a provider of work and services and Consultant is experienced in performing the Services contemplated herein and, in light of such status and experience, Consultant shall perform the Services required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Consultant is
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engaged in the geographical area in which Consultant practices its profession and to the sole satisfaction of the Contract Administrator.
1.3 Assignment of Personnel. Consultant shall assign only competent personnel to perform the Services pursuant to Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any such persons, Consultant shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons.
1.4 Time. Consultant shall devote such time to the performance of the Services pursuant to this Agreement as may be reasonably necessary to satisfy Consultant’s obligations hereunder.
1.5 Authorization to Perform Services. Consultant is not authorized to perform any of the Services or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator.
1.6 Consulting Responsibilities. By executing this Agreement, Consultant warrants that Consultant (i) has reasonably investigated and considered the Services, (ii) has carefully considered how the Services should be performed, and (iii) reasonably understands the facilities, difficulties, and restrictions attending performance of the Services.
SECTION 2. COMPENSATION.
City hereby agrees to pay Consultant a sum not to exceed TWO- HUNDRED TWENTY-FIVE THOUSAND DOLLARS ($225,000.00) notwithstanding any contrary indications that may be contained in Consultant’s proposal, for the Services to be performed and reimbursable costs incurred under this Agreement. In the event of a conflict between this Agreement and Exhibit A, regarding the amount of compensation, this Agreement shall prevail. City shall pay Consultant for the Services rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified below shall be the only payments from City to Consultant for the Services rendered pursuant to this Agreement. Consultant shall submit all invoices to City in the manner specified herein. Except as specifically authorized in advance by City, Consultant shall not bill City for duplicate services performed by more than one person.
For the services rendered pursuant to this Agreement, City hereby agrees to pay Consultant an amount not to exceed Two Hundred Twenty-Five Thousand Dollars ($225,000) (the “Contract Sum”) over the initial three-year term, regardless of Category(ies) selected, except as otherwise provided in Section 8.4. The maximum compensation shall not exceed Seventy-Five Thousand Dollars ($75,000) annually.
Consultant may be eligible for additional compensation in an amount not to exceed Seventy-Five Thousand Dollars ($75,000) for each approved one-year term extension, subject to City’s written authorization and amendment of this Agreement.
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Compensation shall be in accordance with Exhibit “A” (the “Schedule of Compensation”). The method of compensation may include, but is not limited to, lump sum payment upon completion, payment based on percentage of completion, time and materials based on Consultant’s rate schedule, or such other method as specified in Exhibit “A,” provided that total compensation shall not exceed the Contract Sum, as may be adjusted for any approved extensions.
2.1 Invoices. Consultant shall submit invoices monthly during the term of this Agreement, based on the cost for the Services performed and reimbursable costs incurred prior to the invoice date. Invoices shall contain the following information:
a. Serial identifications of progress bills; i.e., Progress Bill No. 1 for the first invoice, etc.;
b. The beginning and ending dates of the billing period; c. A “Task Summary” containing the original contract amount, the amount of prior billings, the total due this period, the balance available under this Agreement, and the percentage of completion;
d. At City’s option, for each item in each task, a copy of the applicable time entries or time sheets shall be submitted showing the name of the person performing the Services, the hours spent by each person, a brief description of the Services, and each reimbursable expense;
e. The total number of hours of work performed under this Agreement by Consultant and each employee, agent, and subcontractor of Consultant performing the Services hereunder necessary to complete the Services described in Exhibit A; f. Receipts for expenses to be reimbursed;
g. The Consultant Representative’s signature.
Invoices shall be submitted to:
City of Yorba Linda
Attn: Accounts Payable
4845 Casa Loma Ave
Yorba Linda, CA 92886
2.2 Monthly Payment. City shall make monthly payments, based on invoices received, for the Services satisfactorily performed, and for authorized reimbursable costs incurred. City shall have thirty (30) days from the receipt of an invoice that complies with all of the requirements above to pay Consultant.
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2.3 Retention of Funds, Final Payment. Consultant hereby authorizes City to retain and deduct from any amount payable to Consultant not exceeding five percent (5%) of the total compensation. The retained funds shall be paid to Consultant within sixty (60) days after final acceptance of the Services by the City and after Consultant has furnished City with full release of all undisputed payments under this Agreement. In the event there are any claims specifically excluded by Consultant from the operation of the release, City may retain proceeds of up to one hundred fifty percent (150%) of the amount in dispute.
The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of Consultant to insure, indemnify, and protect City as provided in this Agreement. City shall pay the last five percent (5%) of the total amount due pursuant to this Agreement within sixty (60) days after completion of the Services and submittal to City of a final invoice, if all of the Services required have been satisfactorily performed.
2.4 Total Payment. City shall not pay any additional sum for any expense or cost whatsoever incurred by Consultant in rendering the Services pursuant to this Agreement. City shall make no payment for any extra, further, or additional service pursuant to this Agreement.
In no event shall Consultant submit any invoice for an amount in excess of the maximum amount of compensation provided above either for a task or for the entirety of the Services performed pursuant to this Agreement, unless this Agreement is modified in writing prior to the submission of such an invoice.
2.5 Hourly Fees. Fees for the Services performed by Consultant on an hourly basis shall not exceed the amounts shown on the fee schedule included with Exhibit A.
2.6 Reimbursable Expenses. Reimbursable expenses are included within the maximum amount of this Agreement.
2.7 Payment of Taxes. Consultant is solely responsible for the payment of employment taxes incurred under this Agreement and any federal or state taxes.
2.8 Payment upon Termination. In the event that City or Consultant terminates this Agreement pursuant to Section 8, City shall compensate Consultant for all outstanding costs and reimbursable expenses incurred for Services satisfactorily completed and for reimbursable expenses as of the date of written notice of termination.
Consultant shall maintain adequate logs and timesheets in order to verify costs and reimbursable expenses incurred to that date.
SECTION 3. FACILITIES AND EQUIPMENT.
Except as otherwise provided, Consultant shall, at its sole cost and expense, provide all facilities and equipment necessary to perform the services required by this Agreement. City shall make available to Consultant only physical facilities such as desks, filing cabinets, and conference space, as may be reasonably necessary for Consultant’s use while consulting with City employees and reviewing records and the information in
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possession of City. The location, quantity, and time of furnishing those facilities shall be in the sole discretion of City. In no event shall City be required to furnish any facility or equipment that may involve incurring any direct expense, including but not limited to computer, long-distance telephone or other communication charges, vehicles, and reproduction facilities.
SECTION 4. INSURANCE REQUIREMENTS.
Before beginning any work under this Agreement, Consultant, at its own cost and expense, shall procure the types and amounts of insurance listed below and provide certificates of insurance, indicating that Consultant has obtained or currently maintains insurance that meets the requirements of this Section and which is satisfactory, in all respects, to City. Consultant shall maintain the insurance policies required by this Section throughout the term of this Agreement. The cost of such insurance shall be included in Consultant’s compensation. Consultant shall not allow any subcontractor, consultant or other agent to commence work on any subcontract until Consultant has obtained all insurance required herein for the subcontractor(s) and provided evidence thereof to City.
Verification of the required insurance shall be submitted and made part of this Agreement prior to execution. Consultant acknowledges the Commercial General Liability, Automobile Liability, and Umbrella insurance policy shall include standard Separation of Insureds/Severability of Interest provisions as provided by the Consultant agrees that the requirement to provide insurance shall not be construed as limiting in any way the extent to which Consultant may be held responsible for the payment of damages to any persons or property resulting from Consultant activities or the activities of any person or persons for which Consultant is otherwise responsible nor shall it limit Consultant’s indemnification liabilities as provided in Section 5.
4.1 Workers’ Compensation. Consultant shall, at its sole cost and expense, maintain Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance for any and all persons employed directly or indirectly by Consultant pursuant to the provisions of the California Labor Code. Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance shall be provided with limits of not less than ONE MILLION DOLLARS ($1,000,000.00) per accident, ONE MILLION DOLLARS ($1,000,000.00) disease per employee, and ONE MILLION DOLLARS ($1,000,000.00) disease per policy.
In the alternative, Consultant may rely on a self-insurance program to meet those requirements, but only if the program of self-insurance complies fully with the provisions of the California Labor Code. Determination of whether a self-insurance program meets the standards of the California Labor Code shall be solely in the discretion of the Contract Administrator. The insurer, if insurance is provided, or Consultant, if a program of selfinsurance is provided, shall waive all rights of subrogation against City and its officers, officials, employees, and authorized volunteers for loss arising from the Services performed under this Agreement.
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4.2 Commercial General and Automobile Liability Insurance. a. General requirements. Consultant, at its own cost and expense, shall maintain commercial general and automobile liability insurance for the term of this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000.00) per occurrence, combined single limit coverage, for risks associated with the Services contemplated by this Agreement, TWO MILLION DOLLARS ($2,000,000.00) general aggregate, and TWO MILLION DOLLARS ($2,000,000.00) products/completed operations aggregate. If a Commercial General Liability Insurance or an Automobile Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the Services to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from the Services contemplated under this Agreement, including the use of hired, owned, and non-owned automobiles.
b. Minimum Scope of Coverage. Commercial general coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 0001. Automobile coverage shall be at least as broad as Insurance Services Office Automobile Liability form CA 0001 Code 2, 8, and 9. No endorsement shall be attached limiting the coverage.
c. Additional Requirements. Each of the following shall be included in the insurance coverage or added as a certified endorsement to the policy:
(i) The insurance shall cover on an occurrence or an accident basis, and not on a claims-made basis.
(ii) Any failure of Consultant to comply with reporting provisions of the policy shall not affect coverage provided to City and its officers, employees, agents, and volunteers.
4.3 Professional Liability Insurance.
a. General Requirements. Consultant, at its own cost and expense, shall maintain for the period covered by this Agreement professional liability insurance for licensed professionals performing the Services pursuant to this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000) covering the licensed professionals’ errors and omissions. Any deductible or self-insured retention shall be shown on the Certificate. If the deductible or self-insured retention exceeds TWENTY-FIVE THOUSAND DOLLARS ($25,000), it must be approved in writing by City. b. Claims-Made Limitations. The following provisions shall apply if the professional liability coverage is written on a claims-made form:
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(i) The retroactive date of the policy must be shown and must be no later than the commencement of the Services.
(ii) Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after the expiration or termination of this Agreement or completion of the Services, so long as commercially available at reasonable rates.
(iii) If coverage is canceled or not renewed and it is not replaced with another claims-made policy form with a retroactive date that precedes the Effective Date of this Agreement, Consultant must provide extended reporting coverage for a minimum of five (5) years after the expiration or termination of this Agreement or the completion of the Services. Such continuation coverage may be provided by one of the following: (1) renewal of the existing policy; (2) an extended reporting period endorsement; or (3) replacement insurance with a retroactive date no later than the commencement of the Services under this Agreement. City shall have the right to exercise, at Consultant’s sole cost and expense, any extended reporting provisions of the policy, if Consultant cancels or does not renew the coverage. (iv) A copy of the claim reporting requirements must be submitted to City prior to the commencement of the Services under this Agreement.
4.4 All Policies Requirements.
a. Acceptability of Insurers. All insurance required by this Section is to be placed with insurers with a Bests’ rating of no less than A:VII and admitted in California. b. Verification of Coverage. Prior to beginning the Services under this Agreement, Consultant shall furnish City with certificates of insurance, additional insured endorsement or policy language granting additional insured status complete certified copies of all policies, including complete certified copies of all endorsements. All copies of policies and certified endorsements shall show the signature of a person authorized by that insurer to bind coverage on its behalf. The certificate of insurance must include the following reference: ON- CALL CONSULTANT SERVICES. The name and address for additional insured endorsements, certificates of insurance and notice of cancellation is:
City of Yorba Linda, 4845 Casa Loma Ave, Yorba Linda, CA 92886. City must be endorsed as an additional insured for liability arising out of ongoing and completed operations by or on behalf of Consultant.
c. Notice of Reduction in or Cancellation of Coverage. Consultant shall provide written notice to City within ten (10) working days if: (1) any of the required insurance policies is terminated; (2) the limits of any of the required polices are reduced; or (3) the deductible or self insured retention is increased. In the event any of said policies of insurance are cancelled, Consultant shall, prior to the cancellation date, submit new evidence of insurance in conformance with this Section 4 to the Contract Administrator.
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d. Additional Insured; Primary Insurance. City and its officers, employees, agents, and authorized volunteers shall be covered as additional insureds on Consultant’s General Liability and Automobile Liability policies with respect to each of the following: liability arising out of the Services performed by or on behalf of Consultant, including the insured’s general supervision of Consultant; products and completed operations of Consultant, as applicable; premises owned, occupied, or used by Consultant; and automobiles owned, leased, or used by Consultant in the course of providing the Services pursuant to this Agreement. The coverage shall contain no special limitations on the scope of protection afforded to City or its officers, employees, agents, or authorized volunteers. The insurance provided to City as an additional insured must apply on a primary and non-contributory basis with respect to any insurance or selfinsurance program maintained by City. Additional insured status shall continue for one (1) year after the expiration or termination of this Agreement or completion of the Services.
A certified endorsement must be attached to Consultant’s Commercial General Liability and Automobile Liability policies stating that coverage is primary insurance with respect to City and its officers, officials, employees, and volunteers, and that no insurance or self-insurance maintained by City shall be called upon to contribute to a loss under the coverage.
e. Deductibles and Self-Insured Retentions. Consultant shall obtain the written approval of City for the self-insured retentions and deductibles before beginning any of the Services.
During the term of this Agreement, only upon the prior express written authorization of the Contract Administrator, Consultant may increase such deductibles or self-insured retentions with respect to City, its officers, employees, agents, and volunteers. The Contract Administrator may condition approval of an increase in deductible or self-insured retention levels with a requirement that Consultant procure a bond guaranteeing payment of losses and related investigations, claim administration, and defense expenses that is satisfactory in all respects to each of them. f. Subcontractors. Consultant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.
g. Variation. The Contract Administrator may, but is not required to, approve in writing a variation in the foregoing insurance requirements, upon a determination that the coverage, scope, limits, and forms of such insurance are either not commercially available, or that City’s interests are otherwise fully protected.
4.5 Remedies. In addition to any other remedies at law or equity City may have if Consultant fails to provide or maintain any insurance policies or policy endorsements to
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the extent and within the time herein required, City may, at its sole option, exercise any of the following remedies, which are alternatives to other remedies City may have and are not the exclusive remedy for Consultant’s breach:
a. Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under this Agreement; b. Order Consultant to stop work under this Agreement or withhold any payment that becomes due to Consultant hereunder, or both stop work and withhold any payment, until Consultant demonstrates compliance with the requirements hereof; and/or c. Terminate this Agreement.
SECTION 5. INDEMNIFICATION.
5.1 Indemnification for Professional Liability. Where the law establishes a professional standard of care for performance of the Services, to the fullest extent permitted by law, Consultant shall indemnify, protect, defend (with counsel selected by City), and hold harmless City and any and all of its officers, employees, officials, volunteers, and agents from and against any and all claims, losses, costs, damages, expenses, liabilities, liens, actions, causes of action (whether in tort, contract, under statute, at law, in equity, or otherwise) charges, awards, assessments, fines, or penalties of any kind (including reasonable consultant and expert fees and expenses of investigation, costs of whatever kind and nature and, if Consultant fails to provide a defense for City, the legal costs of counsel retained by City) and any judgment (collectively, “Claims”) to the extent same are caused in whole or in part by any negligent or wrongful act, error, or omission of Consultant, its officers, agents, employees, or subcontractors (or any entity or individual that Consultant shall bear the legal liability thereof) in the performance of professional services under this Agreement.
5.2 Indemnification for Other than Professional Liability. Other than in the performance of professional services and to the full extent permitted by law, Consultant shall indemnify, defend (with counsel selected by City), and hold harmless City, and any and all of its officers, employees, officials, volunteers, and agents from and against any and all Claims, where the same arise out of, \injuries or death of persons and damage to property which arise from, are connected with or caused by the negligent performance of this Agreement by Consultant or by any individual or entity for which Consultant is legally liable, including but not limited to officers, agents, employees or subcontractors of Consultant.
5.3 Limitation of Indemnification for Design Professionals. Notwithstanding any provision of this Section 5 to the contrary, design professionals, as that term is defined in Civil Code Section 2782.8, are required to defend and indemnify City only to the extent permitted by Civil Code Section 2782.8. The term “design professional” as defined in Section 2782.8, is limited to licensed architects, licensed landscape architects, registered
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professional engineers, professional land surveyors, and the business entities that offer such services in accordance with the applicable provisions of the California Business and Professions Code. This Subsection 5.3 shall only apply to Consultant if Consultant is a “design professional” as that term is defined in Civil Code Section 2782.8.
5.4 Limitation of Indemnification. The provisions of this Section 5 do not apply to claims occurring as a result of City’s sole or active negligence. The provisions of this Section 5 shall not release City from liability arising from gross negligence or willful acts or omissions of City or any and all of its officers, officials, employees, and agents acting in an official capacity.
SECTION 6. INDEPENDENT CONTRACTOR.
At all times during the term of this Agreement, Consultant shall be an independent contractor and shall not be an employee of City. City shall have the right to control Consultant only insofar as the results of the Services rendered pursuant to this Agreement and assignment of personnel pursuant to Subsection 1.3; however, otherwise City shall not have the right to control the means by which Consultant accomplishes the Services rendered pursuant to this Agreement. The personnel performing the Services under this Agreement on behalf of Consultant shall at all times be under Consultant’s exclusive direction and control. Consultant shall not at any time or in any manner represent that it is or any of its officers, employees, or agents are in any manner officers, officials, employees, or agents of City. Consultant shall not incur or have the power to incur any debt, obligation, or liability whatever against City, or bind City in any manner. Except for the fees paid to Consultant as provided in this Agreement, City shall not pay salaries, wages, or other compensation to Consultant for performing the Services hereunder for City. City shall not be liable for compensation or indemnification to Consultant for injury or sickness arising out of performing the Services hereunder. Notwithstanding any other City, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System (“PERS”) as an employee of City and entitlement to any contribution to be paid by City for employer contributions and/or employee contributions for PERS benefits.
SECTION 7. LEGAL REQUIREMENTS.
7.1 Governing Law. The laws of the State of California shall govern this Agreement.
7.2 Compliance with Applicable Laws. Consultant and any subcontractor shall comply with all applicable local, state, and federal laws and regulations applicable to the performance of the work hereunder. Consultant shall not hire or employ any person to perform work within City or allow any person to perform the Services required under this
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Agreement unless such person is properly documented and legally entitled to be employed within the United States. Consultant acknowledges and agrees that it shall be independently responsible for reviewing the applicable laws and regulations and effectuating compliance with such laws. Consultant shall require the same of all subcontractors.
7.3 Prevailing Wages. Consultant acknowledges and agrees that it shall be independently responsible for reviewing the applicable prevailing wage laws and regulations and effectuating compliance with such laws, including, but not limited to the prevailing wage and related requirements set forth in this Subsection 7.3. Consultant shall bear all risks of payment or non-payment of prevailing wages under California law and/or the implementation of Labor Code Section 1781, as the same may be amended from time to time, and/or any other similar law.
a. Public Work. Consultant hereby expressly acknowledges and agrees that City has never previously affirmatively represented to Consultant, its employees or agents in writing or otherwise that the Services are not a “public work,” as defined in Section 1720 of the Labor Code. It is agreed by the Parties that, in connection with the development, construction (as defined by applicable law) and operation of the Services, including, without limitation, any public work (as defined by applicable law), if any, Consultant shall bear all risks of payment or non-payment of state and/or federal prevailing wages and/or the implementation of Labor Code Sections 1726 and 1781, as the same may be enacted, adopted or amended from time to time, and/or any other provision of law. To the extent applicable, City will enforce all penalties required by law for Consultant’s failure to pay prevailing wages.
b. Labor Code of California. The Consultant’s attention is directed to Division 2, Part 7, Chapter 1 of the Labor Code of the State of California and especially to Article 2 (Wages); and Article 3 (Working Hours), thereof. (i) In accordance with Sections 1773 and 1773.2 of the Labor Code, City has found and determined the general prevailing rates of wages in the locality in which the public work is to be performed are those determined by the Director of Industrial Relations and available at https://www.dir.ca.gov/OPRL/2022- 1/PWD/Southern.html. Copies of the prevailing rates of wages are maintained with City’s principal office and are available to any interested party on request. Consultant shall post a copy of the prevailing rate of per diem wages at each job site. (ii) Consultant is aware of and will comply with the provisions of Labor Code Section 1776, including the keeping of payroll records and furnishing certified copies thereof in accordance with said Section. Pursuant to Labor Code Section 1771.4, Consultant must submit certified payroll records to the Labor Commissioner using the Department of Industrial Relations’ electronic certified payroll reporting (eCPR) system.
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(iii) Pursuant to Labor Code Section 1810, it is stipulated hereby that eight (8) hours labor constitutes a legal day’s work hereunder. (iv) Pursuant to Labor Code Section 1815, work performed by employees of contractors in excess of eight (8) hours per day, and 40 hours during any one week, shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than 1 ½ times the basic rate of pay. (v) Pursuant to Labor Code Section 1813, it is stipulated hereby that Consultant shall, as a penalty to City, forfeit twenty-five dollars ($25) for each worker employed in the execution of this Agreement by Consultant or by any subcontractor hereunder for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one (1) calendar week in violation of the provisions of Article 3 (commencing with Section 1810), Chapter 1, Part 7, Division 2 of the Labor Code. (vi) Consultant is aware of and will comply with the provisions of Labor Code Sections 1777.5 and 1777.6 with respect to the employment of apprentices.
Pursuant to Section 1777.5 it is hereby stipulated that Consultant will be responsible for obtaining compliance therewith on the part of any and all sub-consultants or subcontractors employed by Consultant in connection with this Agreement. (vii) Pursuant to Labor Code Section 1775, it is hereby stipulated that Consultant shall, as a penalty to City, forfeit not more than two-hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for the Services by Consultant or any sub-consultant or subcontractor.
c. Bidding Eligibility. Pursuant to Labor Code Section 1771.1, no contractor or subcontractor (or consultant or subconsultant) may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations.
d. DIR Monitoring. Pursuant to Labor Code Section 1771.4, Consultant is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
e. Indemnification Related to Prevailing Wages. Section 5, Indemnification, specifically encompasses Claims arising from or related to (i) the noncompliance by Consultant or any party performing the Services of any applicable local, state, and/or federal law, including, without limitation, any applicable federal and/or state labor laws (including, without limitation, the requirement to pay state prevailing wages and hire apprentices); (ii) the implementation of Labor Code Sections 1726 and 1781, as the same may be amended from time to time, or any other similar law; and/or
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(iii) failure by Consultant or any party performing the Services to provide any required disclosure or identification as required by Labor Code Section 1781, as the same may be amended from time to time, and/or any other similar law.
7.4 Licenses and Permits, Fees and Assessments. Consultant represents, warrants, and covenants to City that Consultant and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions, and perform the Services. Consultant represents, warrants, and covenants to City that Consultant and its employees, agents, and subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions, and perform the Services.
In addition to the foregoing, Consultant and any subcontractors shall obtain and maintain during the term of this Agreement valid business licenses from City. Consultant shall have the sole obligation to pay for any fees, assessments, and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for Consultant’s performance of the Services, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed, or imposed against City hereunder.
7.5 Conflicts of Interest, Political Reform Act. Consultant represents, warrants, and covenants that Consultant presently has no interest, direct or indirect, which would interfere with or impair in any manner or degree the performance of Consultant’s obligations and responsibilities under this Agreement. Consultant further agrees that while this Agreement is in effect, Consultant shall not acquire or otherwise obtain any interest, direct or indirect, that would interfere with or impair in any manner or degree the performance of Consultant’s obligations and responsibilities under this Agreement.
Consultant acknowledges that pursuant to the provisions of the Political Reform Act (Government Code Section 87100 et seq.), City may determine the Consultant to be a “consultant” as that term is defined by 2 California Code of Regulations Section 18700.3.
In the event City makes such a determination, Consultant agrees to complete and file a “Statement of Economic Interest” with the City Clerk to disclose such financial interests as required by City. In such event, Consultant further agrees to require any other person doing work under this Agreement to complete and file a “Statement of Economic Interest” to disclose such other person’s financial interests as required by City.
7.6 Annual Appropriation of Funding. In accord with Article 16 Section 18 of the California Constitution, payment of compensation under this Agreement is contingent upon annual appropriation of funds by City for that purpose. Consultant acknowledges and agrees that to the extent that the Services extend beyond one (1) fiscal year, payment for such Services is expressly conditioned on City’s annual appropriation of funds for such Services for each year. If no funds are appropriated then this Agreement shall be terminated. City pledges and agrees to process such appropriation requests annually and in good faith. Nothing in this Subsection shall be construed to limit the right of either Party to terminate this Agreement as provided herein.
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SECTION 8. TERMINATION AND MODIFICATION.
8.1 Termination. City may cancel this Agreement at any time and without cause upon written notification to Consultant.
8.2 Termination by Consultant. Consultant may cancel this Agreement upon 30 days’ written notice to City.
8.3 Consequences of Termination. In the event of termination, Consultant shall be entitled to compensation for the Services performed up to the date of termination; City, however, may condition payment of such compensation upon Consultant delivering to City any or all documents, photographs, computer software, video and audio tapes, and other materials provided to Consultant or prepared by or for Consultant or City in connection with this Agreement.
8.4 Extension. City may, in its sole and exclusive discretion, extend the end date of this Agreement beyond that provided for in Subsection 1.1. In addition, the City shall have unilateral option, at its sole discretion, to review this Agreement after the initial term and approve no more than two (2) additional one-year extension terms. The extension periods shall be as follows:
Extension 1- July 1, 2029 to June 30,2030
Extension 2- July 1, 2030 to June 30, 2031
Any such extension shall require a written amendment to this Agreement, as provided for herein. Consultant understands and agrees that, if City grants an extension, the City shall have no obligation to provide Consultant with compensation beyond the maximum amount forest forth in this Agreement. Similarly, unless authorized by the Contract Administrator, the City shall have no obligation to reimburse Consultant for any otherwise reimbursable expenses incurred during the extension period.
8.5 Amendments. The Parties may amend this Agreement only by a writing signed by all the Parties.
8.6 Assignment and Subcontracting. City and Consultant recognize and agree that this Agreement contemplates personal performance by Consultant and is based upon a determination of Consultant’s unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Consultant.
Consultant may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Consultant shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in Consultant’s proposal, without prior written approval of the Contract Administrator. In the event that key personnel leave Consultant’s employ, Consultant shall notify City immediately.
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8.7 Survival. All obligations arising prior to the expiration or termination of this Agreement and all provisions of this Agreement allocating liability between City and Consultant shall survive the expiration or termination of this Agreement.
8.8 Options upon Breach by Consultant. If Consultant materially breaches any of the terms of this Agreement, City's remedies shall include, but not be limited to, any or all of the following:
a. Immediately terminate this Agreement;
b. Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Consultant pursuant to this Agreement;
c. Retain a different consultant to complete the Services described in Exhibit A; and/or
d. Charge Consultant the difference between the cost to complete the Services described in Exhibit A that is unfinished at the time of breach and the amount that City would have paid Consultant pursuant to Section 2 if Consultant had completed the Services.
SECTION 9. KEEPING AND STATUS OF RECORDS.
9.1 Records Created as Part of Consultant’s Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form that Consultant prepares or obtains pursuant to this Agreement and that relate to the matters covered hereunder shall be the property of City. Consultant hereby agrees to deliver those documents to City upon the expiration or termination of this Agreement.
It is understood and agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for City and are not necessarily suitable for any future or other use. Any use of such documents for other projects by City shall be without liability to Consultant. City and Consultant agree that, until final approval by City, all data, plans, specifications, reports, and other documents are confidential and will not be released to third parties without prior written consent of both Parties unless required by law. Consultant understands and agrees that it may be required to provide documents to the City to be produced in response to a Public Records Act request.
9.2 Licensing of Intellectual Property. This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, rights of reproduction, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, test data, survey results, models, renderings, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings, digital renderings, or data
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stored digitally, magnetically, or in any other medium, which are prepared or caused to be prepared by Consultant under this Agreement (“Documents and Data”). Consultant shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents and Data the subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents and Data. Consultant makes no such representation and warranty in regard to Documents and Data which were prepared by design professionals other than Consultant or provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City’s sole risk.
9.3 Consultant’s Books and Records. Consultant shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for the Services or expenditures and disbursements charged to City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible.
9.4 Inspection and Audit of Records. Any records or documents that Subsection 9.3 of this Agreement requires Consultant to maintain shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of City. Under California Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds TEN THOUSAND DOLLARS ($10,000.00), this Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of City, for a period of three (3) years after final payment under this Agreement.
SECTION 10. MISCELLANEOUS PROVISIONS.
10.1 Attorneys’ Fees. If either Party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing Party shall be entitled to reasonable attorneys’ fees and expenses including costs, in addition to any other relief to which that Party may be entitled; provided, however, that the attorneys’ fees awarded pursuant to this Subsection shall not exceed the hourly rate paid by City for legal services multiplied by the reasonable number of hours spent by the prevailing Party in the conduct of the litigation. The court may set such fees in the same action or in a separate action brought for that purpose.
10.2 Venue. In the event that either Party brings any action against the other under this Agreement, the Parties agree that trial of such action shall be vested exclusively in Orange County.
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10.3 Severability. If any provision of this Agreement is held invalid, the remainder of this Agreement shall not be affected thereby and all other parts of this Agreement shall nevertheless be in full force and effect.
10.4 Section Headings and Subheadings. The section headings and subheadings contained in this Agreement are included for convenience only and shall not limit or otherwise affect the terms of this Agreement.
10.5 No Implied Waiver of Breach. Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement. Acceptance by City of any work or services by Consultant shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a nondefaulting Party on any default shall impair such right or remedy or be construed as a waiver. Any waiver by either Party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.
10.6 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the Parties.
10.7 Consultant Representative. All matters under this Agreement shall be handled for Consultant by «Consultant_Contact» (“Consultant’s Representative”). The Consultant’s Representative shall have full authority to represent and act on behalf of Consultant for all purposes under this Agreement. The Consultant’s Representative shall supervise and direct the Services, using his best skill and attention, and shall be responsible for all means, methods, techniques, sequences, and procedures and for the satisfactory coordination of all portions of the Services under this Agreement.
10.8 City Contract Administration. This Agreement shall be administered by a City employee, Rick Yee, Deputy Director of Public Works/ Assistant City Engineer (“Contract Administrator”). All correspondence shall be directed to or through the Contract Administrator or his designee. The Contract Administrator shall have the power to act on behalf of City for all purposes under this Agreement. Unless otherwise provided in this Agreement, Consultant shall not accept direction or orders from any person other than the Contract Administrator or his designee.
10.9 Notices. Any written notice to Consultant shall be sent to:
«Consultant»
Attn: «Consultant_Contact»
«Address»
«City», «State» «Zip_Code»
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Any written notice to City shall be sent to the Contract Administrator at:
City of Yorba Linda
4845 Casa Loma Ave
Yorba Linda, CA 92886
Attn: Rick Yee, Deputy Director of Public Works/ Assistant City Engineer
with a copy to:
City Clerk
City of Yorba Linda
4845 Casa Loma Ave
Yorba Linda, CA 92886
10.10 Professional Seal. Where applicable in the determination of the Contract Administrator, the first page of a technical report, first page of design specifications, and each page of construction drawings shall be stamped/sealed and signed by the licensed professional responsible for the report/design preparation. The stamp/seal shall be in a block entitled “Seal and Signature of Registered Professional with report/design responsibility,” as in the following example.
__________________________________________
Seal and Signature of Registered Professional with
report/design responsibility.
10.11 Rights and Remedies. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.
10.12 Integration. This Agreement, including the scope of services attached hereto and incorporated herein as Exhibit A, represents the entire and integrated agreement between City and Consultant and supersedes all prior negotiations, representations, or agreements, either written or oral. The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.
10.13 Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement.
10.14 Execution of Contract. The persons executing this Agreement on behalf of each of the Parties hereto represent and warrant that (i) such Party is duly organized and
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existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said Party, (iii) by so executing this Agreement, such Party is formally bound to the provisions of this Agreement, and (iv) that entering into this Agreement does not violate any provision of any other agreement to which said Party is bound.
10.15 Nondiscrimination. Consultant covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that in the performance of this Agreement there shall be no discrimination against or segregation of, any person or group of persons on account of any impermissible classification including, but not limited to, race, color, creed, religion, sex, marital status, sexual orientation, national origin, or ancestry.
10.16 No Third-Party Beneficiaries. There are no intended third-party beneficiaries under this Agreement and no such other third parties shall have any rights or obligations hereunder.
10.17 Nonliability of City Officers and Employees. No officer, official, employee, agent, representative, or volunteer of City shall be personally liable to Consultant, or any successor in interest, in the event of any default or breach by City or for any amount which may become due to Consultant or to its successor, or for breach of any obligation of the terms of this Agreement.
10.18 No Undue Influence. Consultant declares and warrants that no undue influence or pressure is used against or in concert with any officer or employee of City in connection with the award, terms or implementation of this Agreement, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of City shall receive compensation, directly or indirectly, from Consultant, or from any officer, employee, or agent of Consultant, in connection with the award of this Agreement or any work to be conducted as a result of this Agreement.
10.19 No Benefit to Arise to City Employees. No member, officer, or employee of City, or their designees or agents, and no public official who exercises authority over or has responsibilities with respect to this Agreement during his/her tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in any agreement or subagreement, or the proceeds thereof, for the Services to be performed under this Agreement.
[Signatures on Following Page]
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IN WITNESS WHEREOF, the Parties hereto have executed and entered into this Agreement as of the Effective Date.
CITY OF YORBA LINDA
Dated: By:
PETER GRANT
CITY MANAGER
_____________________________
Donna Mullaly
Finance Director
ATTEST: CONSULTANT:
By:
Marcia Brown (Print)
City Clerk
(Signature)
APPROVED AS TO FORM:
RUTAN & TUCKER LLP Title: ____________________________
Dated:
Todd Litfin
City Attorney
By:
(Print)
(Signature)
Title: ____________________________
Dated:
NOTE: ALL SIGNATURES OF “CONTRACTOR MUST BE NOTARIZED. (IF CORPORATION, TWO NOTARIZED SIGNATURES – PRESIDENT OR VICE PRESIDENT AND SECRETARY –
AND CORPORATE SEAL OF CONTRACTOR REQUIRED)
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EXHIBIT A.
EXHIBIT A
COMPENSATION TABLE
FY Agreement Services Amount
2026-2029 Professional
Service Agreement
On- Call Services $225,000.00
2029-2030 Amendment No.1 Extension $75,000.00
2030-2031 Amendment No.2 Extension $75,000.00
PARKS AND RECREATION DEPARTMENT
DATE: MAY 19, 2026
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: MIKE KUDRON, DIRECTOR OF PARKS AND RECREATION
PREPARED BY: ROB CAVANAUGH, RECREATION SUPERVISOR II
SUBJECT: APPROVE THE SENIOR MOBILITY PROGRAM AGREEMENT WITH
ORANGE COUNTY YELLOW MANAGEMENT
RECOMMENDATION
Approve the Senior Mobility Program Agreement with Orange County Yellow Management, LLC for an amount not to exceed $300,000.
SUMMARY
The Senior Mobility program is a door-to-door transportation service funded by the Orange County Transportation Authority with a 20% City match. The recommended two-year agreement with Orange County Yellow Management (OCY Management) provides for it to operate the program.
DISCUSSION
Since 2002, the Senior Mobility Program has provided enhanced transportation opportunities to residents aged 60+. The program operates Monday through Friday from 7 a.m. to 8 p.m. to locations within one mile of City limits. Reservations can be made seven days in advance and eligible riders contribute a $2 one-way fare regardless of distance within the program boundaries.
The current five-year agreement with OCY Management expires May 31, 2026. The City conducted a competitive bidding process to identify the next provider. The solicitation was posted the City’s website and sent it directly to four providers. The City received one proposal from OCY Management, which provides senior mobility programs to most Orange County agencies.
The recommended two-year agreement with OCY Management includes three optional oneyear extensions and would expire in June 2031 if all the extensions are exercised.
FISCAL IMPACT
The FY 2026-27 OCTA grant is estimated to be $122,000. The City is required to provide a
SENIOR MOBILITY PROGRAM
P a g e | 2
20% match through rider fares, program coordination cost, and General Funds.
ALTERNATIVES
Do not approve the agreement and provide alternative direction.
ATTACHMENTS
Attachment 1 - Orange County Yellow 2026- Program Professional Services Agreement Attachment 2 - Request for Proposals- Senior Mobility Program
Professional
Services
Agreement
Professional Services Agreement | 1
PROFESSIONAL SERVICES AGREEMENT
Senior Mobility Program
THIS PROFESSIONAL SERVICES AGREEMENT (“Agreement”) is made and effective this 19th day of May, 2026 (“Effective Date”) by and between the CITY OF YORBA LINDA, a California municipal corporation, (“City”) and OCY Management, an LLC (“Consultant”). City and Consultant may sometimes herein be referred to individually as a “Party” and collectively as the “Parties.” SECTION 1. SERVICES.
Subject to the terms and conditions set forth in this Agreement, Consultant shall provide to City the services described in the Scope of Services, attached hereto as Exhibit A and incorporated herein by this reference (the “Services”). Consultant will perform subsequent task orders as requested by the Contract Administrator (as defined below), in accordance with the Scope of Services. In the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A, this Agreement shall prevail.
1.1 Term of Services. The term of this Agreement shall begin on June 1, 2026 and shall end on June 30, 2028 unless the term of this Agreement is otherwise terminated or extended as provided for in Section 8. The time provided to Consultant to complete the Services required by this Agreement shall not affect City’s right to terminate this Agreement, as provided for in Section 8.
1.2 Standard of Performance. Consultant represents and warrants that Consultant is a provider of first class work and services and Consultant is experienced in performing the Services contemplated herein and, in light of such status and experience, Consultant shall perform the Services required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Consultant is engaged in the geographical area in which Consultant practices its profession and to the sole satisfaction of the Contract Administrator.
1.3 Assignment of Personnel. Consultant shall assign only competent personnel to perform the Services pursuant to Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any such persons, Consultant shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons.
1.4 Time. Consultant shall devote such time to the performance of the Services pursuant to this Agreement as may be reasonably necessary to satisfy Consultant’s obligations hereunder.
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1.5 Authorization to Perform Services. Consultant is not authorized to perform any of the Services or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator.
1.6 Warranty. By executing this Agreement, Consultant warrants that Consultant (i) has thoroughly investigated and considered the Services, (ii) has carefully considered how the Services should be performed, and (iii) fully understands the facilities, difficulties, and restrictions attending performance of the Services.
SECTION 2. COMPENSATION.
City hereby agrees to pay Consultant a sum not to exceed THREE HUNDRED THOUSAND ($300,000) notwithstanding any contrary indications that may be contained in Consultant’s proposal, for the Services to be performed and reimbursable costs incurred under this Agreement. In the event of a conflict between this Agreement and Exhibit A, regarding the amount of compensation, this Agreement shall prevail. City shall pay Consultant for the Services rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified below shall be the only payments from City to Consultant for the Services rendered pursuant to this Agreement. Consultant shall submit all invoices to City in the manner specified herein. Except as specifically authorized in advance by City, Consultant shall not bill City for duplicate services performed by more than one person.
2.1 Invoices. Consultant shall submit invoices monthly during the term of this Agreement, based on the cost for the Services performed and reimbursable costs incurred prior to the invoice date. Invoices shall contain the following information:
a. Serial identifications of progress bills; i.e., Progress Bill No. 1 for the first invoice, etc.;
b. The beginning and ending dates of the billing period; c. A “Task Summary” containing the original contract amount, the amount of prior billings, the total due this period, the balance available under this Agreement, and the percentage of completion;
d. At City’s option, for each item in each task, a copy of the applicable time entries or time sheets shall be submitted showing the name of the person performing the Services, the hours spent by each person, a brief description of the Services, and each reimbursable expense;
e. The total number of hours of work performed under this Agreement by Consultant and each employee, agent, and subcontractor of Consultant performing the Services hereunder necessary to complete the Services described in Exhibit A; f. Receipts for expenses to be reimbursed;
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g. The Consultant Representative’s signature.
Invoices shall be submitted to:
City of Yorba Linda
Attn: Accounts Payable
4845 Casa Loma Ave
Yorba Linda, CA 92886
2.2 Monthly Payment. City shall make monthly payments, based on invoices received, for the Services satisfactorily performed, and for authorized reimbursable costs incurred. City shall have thirty (30) days from the receipt of an invoice that complies with all of the requirements above to pay Consultant.
2.3 Retention of Funds, Final Payment. Consultant hereby authorizes City to retain and deduct from any amount payable to Consultant not exceeding five percent (5%) of the total compensation. The retained funds shall be paid to Consultant within sixty (60) days after final acceptance of the Services by the City and after Consultant has furnished City with full release of all undisputed payments under this Agreement. In the event there are any claims specifically excluded by Consultant from the operation of the release, City may retain proceeds of up to one hundred fifty percent (150%) of the amount in dispute.
The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of Consultant to insure, indemnify, and protect City as provided in this Agreement. City shall pay the last five percent (5%) of the total amount due pursuant to this Agreement within sixty (60) days after completion of the Services and submittal to City of a final invoice, if all of the Services required have been satisfactorily performed.
2.4 Total Payment. City shall not pay any additional sum for any expense or cost whatsoever incurred by Consultant in rendering the Services pursuant to this Agreement. City shall make no payment for any extra, further, or additional service pursuant to this Agreement.
In no event shall Consultant submit any invoice for an amount in excess of the maximum amount of compensation provided above either for a task or for the entirety of the Services performed pursuant to this Agreement, unless this Agreement is modified in writing prior to the submission of such an invoice.
2.5 Hourly Fees. Fees for the Services performed by Consultant on an hourly basis shall not exceed the amounts shown on the fee schedule included with Exhibit A.
2.6 Reimbursable Expenses. Reimbursable expenses are included within the maximum amount of this Agreement.
2.7 Payment of Taxes. Consultant is solely responsible for the payment of employment taxes incurred under this Agreement and any federal or state taxes.
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2.8 Payment upon Termination. In the event that City or Consultant terminates this Agreement pursuant to Section 8, City shall compensate Consultant for all outstanding costs and reimbursable expenses incurred for Services satisfactorily completed and for reimbursable expenses as of the date of written notice of termination.
Consultant shall maintain adequate logs and timesheets in order to verify costs and reimbursable expenses incurred to that date.
SECTION 3. FACILITIES AND EQUIPMENT.
Except as otherwise provided, Consultant shall, at its sole cost and expense, provide all facilities and equipment necessary to perform the services required by this Agreement. City shall make available to Consultant only physical facilities such as desks, filing cabinets, and conference space, as may be reasonably necessary for Consultant’s use while consulting with City employees and reviewing records and the information in possession of City. The location, quantity, and time of furnishing those facilities shall be in the sole discretion of City. In no event shall City be required to furnish any facility or equipment that may involve incurring any direct expense, including but not limited to computer, long-distance telephone or other communication charges, vehicles, and reproduction facilities.
SECTION 4. INSURANCE REQUIREMENTS.
Before beginning any work under this Agreement, Consultant, at its own cost and expense, shall procure the types and amounts of insurance listed below and provide certificates of insurance, indicating that Consultant has obtained or currently maintains insurance that meets the requirements of this Section and which is satisfactory, in all respects, to City. Consultant shall maintain the insurance policies required by this Section throughout the term of this Agreement. The cost of such insurance shall be included in Consultant’s compensation. Consultant shall not allow any subcontractor, consultant or other agent to commence work on any subcontract until Consultant has obtained all insurance required herein for the subcontractor(s) and provided evidence thereof to City.
Verification of the required insurance shall be submitted and made part of this Agreement prior to execution. Consultant acknowledges the insurance policy must cover interinsured suits between City and other insureds. Consultant agrees that the requirement to provide insurance shall not be construed as limiting in any way the extent to which Consultant may be held responsible for the payment of damages to any persons or property resulting from Consultant activities or the activities of any person or persons for which Consultant is otherwise responsible nor shall it limit Consultant’s indemnification liabilities as provided in Section 5.
4.1 Workers’ Compensation. Consultant shall, at its sole cost and expense, maintain Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance for any and all persons employed directly or indirectly by Consultant pursuant to the provisions of the California Labor Code. Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance shall be provided with limits of not less than ONE MILLION
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DOLLARS ($1,000,000.00) per accident, ONE MILLION DOLLARS ($1,000,000.00) disease per employee, and ONE MILLION DOLLARS ($1,000,000.00) disease per policy.
In the alternative, Consultant may rely on a self-insurance program to meet those requirements, but only if the program of self-insurance complies fully with the provisions of the California Labor Code. Determination of whether a self-insurance program meets the standards of the California Labor Code shall be solely in the discretion of the Contract Administrator. The insurer, if insurance is provided, or Consultant, if a program of selfinsurance is provided, shall waive all rights of subrogation against City and its officers, officials, employees, and authorized volunteers for loss arising from the Services performed under this Agreement.
4.2 Commercial General and Automobile Liability Insurance. a. General requirements. Consultant, at its own cost and expense, shall maintain commercial general and automobile liability insurance for the term of this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000.00) per occurrence, combined single limit coverage, for risks associated with the Services contemplated by this Agreement, TWO MILLION DOLLARS ($2,000,000.00) general aggregate, and TWO MILLION DOLLARS ($2,000,000.00) products/completed operations aggregate. If a Commercial General Liability Insurance or an Automobile Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the Services to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from the Services contemplated under this Agreement, including the use of hired, owned, and non-owned automobiles.
b. Minimum Scope of Coverage. Commercial general coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 0001. Automobile coverage shall be at least as broad as Insurance Services Office Automobile Liability form CA 0001 Code 2, 8, and 9. No endorsement shall be attached limiting the coverage.
c. Additional Requirements. Each of the following shall be included in the insurance coverage or added as a certified endorsement to the policy:
(i) The insurance shall cover on an occurrence or an accident basis, and not on a claims-made basis.
(ii) Any failure of Consultant to comply with reporting provisions of the policy shall not affect coverage provided to City and its officers, employees, agents, and volunteers.
(iii)
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4.3 All Policies Requirements.
a. Acceptability of Insurers. All insurance required by this Section is to be placed with insurers with a Bests’ rating of no less than A:VII and admitted in California. b. Verification of Coverage. Prior to beginning the Services under this Agreement, Consultant shall furnish City with certificates of insurance, additional insured endorsement or policy language granting additional insured status complete certified copies of all policies, including complete certified copies of all endorsements. All copies of policies and certified endorsements shall show the signature of a person authorized by that insurer to bind coverage on its behalf. The certificate of insurance must include the following reference: Senior Mobility Program. The name and address for additional insured endorsements, certificates of insurance and notice of cancellation is: City of Yorba Linda, 4845 Casa Loma Ave, Yorba Linda, CA 92886. City must be endorsed as an additional insured for liability arising out of ongoing and completed operations by or on behalf of Consultant.
c. Notice of Reduction in or Cancellation of Coverage. Consultant shall provide written notice to City within ten (10) working days if: (1) any of the required insurance policies is terminated; (2) the limits of any of the required polices are reduced; or (3) the deductible or self insured retention is increased. In the event any of said policies of insurance are cancelled, Consultant shall, prior to the cancellation date, submit new evidence of insurance in conformance with this Section 4 to the Contract Administrator. d. Additional Insured; Primary Insurance. City and its officers, employees, agents, and authorized volunteers shall be covered as additional insureds with respect to each of the following: liability arising out of the Services performed by or on behalf of Consultant, including the insured’s general supervision of Consultant; products and completed operations of Consultant, as applicable; premises owned, occupied, or used by Consultant; and automobiles owned, leased, or used by Consultant in the course of providing the Services pursuant to this Agreement. The coverage shall contain no special limitations on the scope of protection afforded to City or its officers, employees, agents, or authorized volunteers. The insurance provided to City as an additional insured must apply on a primary and non-contributory basis with respect to any insurance or self-insurance program maintained by City. Additional insured status shall continue for one (1) year after the expiration or termination of this Agreement or completion of the Services.
A certified endorsement must be attached to all policies stating that coverage is primary insurance with respect to City and its officers, officials, employees, and volunteers, and that no insurance or self-insurance maintained by City shall be called upon to contribute to a loss under the coverage.
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e. Deductibles and Self-Insured Retentions. Consultant shall obtain the written approval of City for the self-insured retentions and deductibles before beginning any of the Services.
During the term of this Agreement, only upon the prior express written authorization of the Contract Administrator, Consultant may increase such deductibles or self-insured retentions with respect to City, its officers, employees, agents, and volunteers. The Contract Administrator may condition approval of an increase in deductible or self-insured retention levels with a requirement that Consultant procure a bond guaranteeing payment of losses and related investigations, claim administration, and defense expenses that is satisfactory in all respects to each of them. f. Subcontractors. Consultant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.
g. Variation. The Contract Administrator may, but is not required to, approve in writing a variation in the foregoing insurance requirements, upon a determination that the coverage, scope, limits, and forms of such insurance are either not commercially available, or that City’s interests are otherwise fully protected. h. Insurance Obligations of Contractor: The City requires and shall be entitled to the Contractor’s broader coverage and/or the higher limits if Contractor maintains broader coverage and/or higher limits than the minimums shown above. Any available insurance proceeds excess of the specified minimum limits of insurance and coverage shall be available to the City. No representation is made that the minimum insurance requirements of this Agreement are sufficient to cover the obligations of Contractor under this Agreement.
i. Excess Umbrella Liability Policies: If any excess or umbrella liability policies are used to meet the limits of liability required by this Agreement, then said policies shall be “following form” of the underlying policy coverage, terms, conditions, and provisions and shall meet all the insurance requirements stated in this Agreement, including, but not limited to the additional insured, primary & non-contributory and waiver of subrogation insurance requirements stated herein. No insurance policies or selfinsurance maintained by the City, whether primary, reinsurance or excess, and which also apply to a loss covered hereunder, shall be called upon to contribute to a loss until Contractor’s primary and excess/umbrella liability policies are exhausted. j. Contractual Liability: The coverage provided shall apply to the obligations assumed by Vendor under the indemnity provisions of this Agreement.
4.4 Remedies. In addition to any other remedies at law or equity City may have if Consultant fails to provide or maintain any insurance policies or policy endorsements to
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the extent and within the time herein required, City may, at its sole option, exercise any of the following remedies, which are alternatives to other remedies City may have and are not the exclusive remedy for Consultant’s breach:
a. Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under this Agreement; b. Order Consultant to stop work under this Agreement or withhold any payment that becomes due to Consultant hereunder, or both stop work and withhold any payment, until Consultant demonstrates compliance with the requirements hereof; and/or c. Terminate this Agreement.
SECTION 5. INDEMNIFICATION.
5.1 Indemnification for Professional Liability. Where the law establishes a professional standard of care for performance of the Services, to the fullest extent permitted by law, Consultant shall indemnify, protect, defend (with counsel selected by City), and hold harmless City and any and all of its officers, employees, officials, volunteers, and agents from and against any and all claims, losses, costs, damages, expenses, liabilities, liens, actions, causes of action (whether in tort, contract, under statute, at law, in equity, or otherwise) charges, awards, assessments, fines, or penalties of any kind (including reasonable consultant and expert fees and expenses of investigation, costs of whatever kind and nature and, if Consultant fails to provide a defense for City, the legal costs of counsel retained by City) and any judgment (collectively, “Claims”) to the extent same are caused in whole or in part by any negligent or wrongful act, error, or omission of Consultant, its officers, agents, employees, or subcontractors (or any entity or individual that Consultant shall bear the legal liability thereof) in the performance of professional services under this Agreement.
5.2 Indemnification for Other than Professional Liability. Other than in the performance of professional services and to the full extent permitted by law, Consultant shall indemnify, protect, defend (with counsel selected by City), and hold harmless City, and any and all of its officers, employees, officials, volunteers, and agents from and against any and all Claims, where the same arise out of, are a consequence of, or are in any way attributable to, in whole or in part, the performance of this Agreement by Consultant or by any individual or entity for which Consultant is legally liable, including but not limited to officers, agents, employees or subcontractors of Consultant.
5.3 Limitation of Indemnification for Design Professionals. Notwithstanding any provision of this Section 5 to the contrary, design professionals, as that term is defined in Civil Code Section 2782.8, are required to defend and indemnify City only to the extent permitted by Civil Code Section 2782.8. The term “design professional” as defined in Section 2782.8, is limited to licensed architects, licensed landscape architects, registered professional engineers, professional land surveyors, and the business entities that offer
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such services in accordance with the applicable provisions of the California Business and Professions Code. This Subsection 5.3 shall only apply to Consultant if Consultant is a “design professional” as that term is defined in Civil Code Section 2782.8.
5.4 Limitation of Indemnification. The provisions of this Section 5 do not apply to claims occurring as a result of City’s sole or active negligence. The provisions of this Section 5 shall not release City from liability arising from gross negligence or willful acts or omissions of City or any and all of its officers, officials, employees, and agents acting in an official capacity.
SECTION 6. INDEPENDENT CONTRACTOR.
At all times during the term of this Agreement, Consultant shall be an independent contractor and shall not be an employee of City. City shall have the right to control Consultant only insofar as the results of the Services rendered pursuant to this Agreement and assignment of personnel pursuant to Subsection 1.3; however, otherwise City shall not have the right to control the means by which Consultant accomplishes the Services rendered pursuant to this Agreement. The personnel performing the Services under this Agreement on behalf of Consultant shall at all times be under Consultant’s exclusive direction and control. Consultant shall not at any time or in any manner represent that it is or any of its officers, employees, or agents are in any manner officers, officials, employees, or agents of City. Consultant shall not incur or have the power to incur any debt, obligation, or liability whatever against City, or bind City in any manner. Except for the fees paid to Consultant as provided in this Agreement, City shall not pay salaries, wages, or other compensation to Consultant for performing the Services hereunder for City. City shall not be liable for compensation or indemnification to Consultant for injury or sickness arising out of performing the Services hereunder. Notwithstanding any other City, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System (“PERS”) as an employee of City and entitlement to any contribution to be paid by City for employer contributions and/or employee contributions for PERS benefits.
SECTION 7. LEGAL REQUIREMENTS.
7.1 Governing Law. The laws of the State of California shall govern this Agreement.
7.2 Compliance with Applicable Laws. Consultant and any subcontractor shall comply with all applicable local, state, and federal laws and regulations applicable to the performance of the work hereunder. Consultant shall not hire or employ any person to perform work within City or allow any person to perform the Services required under this Agreement unless such person is properly documented and legally entitled to be
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employed within the United States. Consultant acknowledges and agrees that it shall be independently responsible for reviewing the applicable laws and regulations and effectuating compliance with such laws. Consultant shall require the same of all subcontractors.
7.3 Prevailing Wages. Consultant acknowledges and agrees that it shall be independently responsible for reviewing the applicable prevailing wage laws and regulations and effectuating compliance with such laws, including, but not limited to the prevailing wage and related requirements set forth in this Subsection 7.3. Consultant shall bear all risks of payment or non-payment of prevailing wages under California law and/or the implementation of Labor Code Section 1781, as the same may be amended from time to time, and/or any other similar law.
a. Public Work. Consultant hereby expressly acknowledges and agrees that City has never previously affirmatively represented to Consultant, its employees or agents in writing or otherwise that the Services are not a “public work,” as defined in Section 1720 of the Labor Code. It is agreed by the Parties that, in connection with the development, construction (as defined by applicable law) and operation of the Services, including, without limitation, any public work (as defined by applicable law), if any, Consultant shall bear all risks of payment or non-payment of state and/or federal prevailing wages and/or the implementation of Labor Code Sections 1726 and 1781, as the same may be enacted, adopted or amended from time to time, and/or any other provision of law. To the extent applicable, City will enforce all penalties required by law for Consultant’s failure to pay prevailing wages.
b. Labor Code of California. The Consultant’s attention is directed to Division 2, Part 7, Chapter 1 of the Labor Code of the State of California and especially to Article 2 (Wages); and Article 3 (Working Hours), thereof. (i) In accordance with Sections 1773 and 1773.2 of the Labor Code, City has found and determined the general prevailing rates of wages in the locality in which the public work is to be performed are those determined by the Director of Industrial Relations and available at https://www.dir.ca.gov/OPRL/2022- 1/PWD/Southern.html. Copies of the prevailing rates of wages are maintained with City’s principal office and are available to any interested party on request. Consultant shall post a copy of the prevailing rate of per diem wages at each job site. (ii) Consultant is aware of and will comply with the provisions of Labor Code Section 1776, including the keeping of payroll records and furnishing certified copies thereof in accordance with said Section. Pursuant to Labor Code Section 1771.4, Consultant must submit certified payroll records to the Labor Commissioner using the Department of Industrial Relations’ electronic certified payroll reporting (eCPR) system. (iii) Pursuant to Labor Code Section 1810, it is stipulated hereby that eight (8) hours labor constitutes a legal day’s work hereunder.
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(iv) Pursuant to Labor Code Section 1815, work performed by employees of contractors in excess of eight (8) hours per day, and 40 hours during any one week, shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than 1 ½ times the basic rate of pay. (v) Pursuant to Labor Code Section 1813, it is stipulated hereby that Consultant shall, as a penalty to City, forfeit twenty-five dollars ($25) for each worker employed in the execution of this Agreement by Consultant or by any subcontractor hereunder for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one (1) calendar week in violation of the provisions of Article 3 (commencing with Section 1810), Chapter 1, Part 7, Division 2 of the Labor Code. (vi) Consultant is aware of and will comply with the provisions of Labor Code Sections 1777.5 and 1777.6 with respect to the employment of apprentices.
Pursuant to Section 1777.5 it is hereby stipulated that Consultant will be responsible for obtaining compliance therewith on the part of any and all sub-consultants or subcontractors employed by Consultant in connection with this Agreement. (vii) Pursuant to Labor Code Section 1775, it is hereby stipulated that Consultant shall, as a penalty to City, forfeit not more than two-hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for the Services by Consultant or any sub-consultant or subcontractor.
c. Bidding Eligibility. Pursuant to Labor Code Section 1771.1, no contractor or subcontractor (or consultant or subconsultant) may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations.
d. DIR Monitoring. Pursuant to Labor Code Section 1771.4, Consultant is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
e. Indemnification Related to Prevailing Wages. Section 5, Indemnification, specifically encompasses Claims arising from or related to (i) the noncompliance by Consultant or any party performing the Services of any applicable local, state, and/or federal law, including, without limitation, any applicable federal and/or state labor laws (including, without limitation, the requirement to pay state prevailing wages and hire apprentices); (ii) the implementation of Labor Code Sections 1726 and 1781, as the same may be amended from time to time, or any other similar law; and/or (iii) failure by Consultant or any party performing the Services to provide any required disclosure or identification as required by Labor Code Section 1781, as the same may be amended from time to time, and/or any other similar law.
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7.4 Licenses and Permits, Fees and Assessments. Consultant represents, warrants, and covenants to City that Consultant and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions, and perform the Services. Consultant represents, warrants, and covenants to City that Consultant and its employees, agents, and subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions, and perform the Services.
In addition to the foregoing, Consultant and any subcontractors shall obtain and maintain during the term of this Agreement valid business licenses from City. Consultant shall have the sole obligation to pay for any fees, assessments, and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for Consultant’s performance of the Services, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed, or imposed against City hereunder.
7.5 Conflicts of Interest, Political Reform Act. Consultant represents, warrants, and covenants that Consultant presently has no interest, direct or indirect, which would interfere with or impair in any manner or degree the performance of Consultant’s obligations and responsibilities under this Agreement. Consultant further agrees that while this Agreement is in effect, Consultant shall not acquire or otherwise obtain any interest, direct or indirect, that would interfere with or impair in any manner or degree the performance of Consultant’s obligations and responsibilities under this Agreement.
Consultant acknowledges that pursuant to the provisions of the Political Reform Act (Government Code Section 87100 et seq.), City may determine the Consultant to be a “consultant” as that term is defined by 2 California Code of Regulations Section 18700.3.
In the event City makes such a determination, Consultant agrees to complete and file a “Statement of Economic Interest” with the City Clerk to disclose such financial interests as required by City. In such event, Consultant further agrees to require any other person doing work under this Agreement to complete and file a “Statement of Economic Interest” to disclose such other person’s financial interests as required by City.
7.6 Annual Appropriation of Funding. In accord with Article 16 Section 18 of the California Constitution, payment of compensation under this Agreement is contingent upon annual appropriation of funds by City for that purpose. Consultant acknowledges and agrees that to the extent that the Services extend beyond one (1) fiscal year, payment for such Services is expressly conditioned on City’s annual appropriation of funds for such Services for each year. If no funds are appropriated then this Agreement shall be terminated. City pledges and agrees to process such appropriation requests annually and in good faith. Nothing in this Subsection shall be construed to limit the right of either Party to terminate this Agreement as provided herein.
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SECTION 8. TERMINATION AND MODIFICATION.
8.1 Termination. City may cancel this Agreement at any time and without cause upon written notification to Consultant.
8.2 Termination by Consultant. Consultant may cancel this Agreement upon 30 days’ written notice to City.
8.3 Consequences of Termination. In the event of termination, Consultant shall be entitled to compensation for the Services performed up to the date of termination; City, however, may condition payment of such compensation upon Consultant delivering to City any or all documents, photographs, computer software, video and audio tapes, and other materials provided to Consultant or prepared by or for Consultant or City in connection with this Agreement.
8.4 Extension. City may, in its sole and exclusive discretion, extend the end date of this Agreement beyond that provided for in Subsection 1.1. Any such extension shall require a written amendment to this Agreement, as provided for herein. Consultant understands and agrees that, if City grants such an extension, City shall have no obligation to provide Consultant with compensation beyond the maximum amount provided for in this Agreement. Similarly, unless authorized by the Contract Administrator, City shall have no obligation to reimburse Consultant for any otherwise reimbursable expenses incurred during the extension period.
8.5 Amendments. The Parties may amend this Agreement only by a writing signed by all the Parties.
8.6 Assignment and Subcontracting. City and Consultant recognize and agree that this Agreement contemplates personal performance by Consultant and is based upon a determination of Consultant’s unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Consultant.
Consultant may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Consultant shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in Consultant’s proposal, without prior written approval of the Contract Administrator. In the event that key personnel leave Consultant’s employ, Consultant shall notify City immediately.
8.7 Survival. All obligations arising prior to the expiration or termination of this Agreement and all provisions of this Agreement allocating liability between City and Consultant shall survive the expiration or termination of this Agreement.
8.8 Options upon Breach by Consultant. If Consultant materially breaches any of the terms of this Agreement, City's remedies shall include, but not be limited to, any or all of the following:
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a. Immediately terminate this Agreement;
b. Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Consultant pursuant to this Agreement;
c. Retain a different consultant to complete the Services described in Exhibit A; and/or
d. Charge Consultant the difference between the cost to complete the Services described in Exhibit A that is unfinished at the time of breach and the amount that City would have paid Consultant pursuant to Section 2 if Consultant had completed the Services.
SECTION 9. KEEPING AND STATUS OF RECORDS.
9.1 Records Created as Part of Consultant’s Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form that Consultant prepares or obtains pursuant to this Agreement and that relate to the matters covered hereunder shall be the property of City. Consultant hereby agrees to deliver those documents to City upon the expiration or termination of this Agreement.
It is understood and agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for City and are not necessarily suitable for any future or other use. Any use of such documents for other projects by City shall be without liability to Consultant. City and Consultant agree that, until final approval by City, all data, plans, specifications, reports, and other documents are confidential and will not be released to third parties without prior written consent of both Parties unless required by law. Consultant understands and agrees that it may be required to provide documents to the City to be produced in response to a Public Records Act request.
9.2 Licensing of Intellectual Property. This Agreement creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, rights of reproduction, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, test data, survey results, models, renderings, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings, digital renderings, or data stored digitally, magnetically, or in any other medium, which are prepared or caused to be prepared by Consultant under this Agreement (“Documents and Data”). Consultant shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents and Data the subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents and Data. Consultant makes no such representation and warranty in regard to Documents and Data which were prepared by design professionals
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other than Consultant or provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City’s sole risk.
9.3 Consultant’s Books and Records. Consultant shall maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for the Services or expenditures and disbursements charged to City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible.
9.4 Inspection and Audit of Records. Any records or documents that Subsection 9.3 of this Agreement requires Consultant to maintain shall be made available for inspection, audit, and/or copying at any time during regular business hours, upon oral or written request of City. Under California Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds TEN THOUSAND DOLLARS ($10,000.00), this Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of City, for a period of three (3) years after final payment under this Agreement.
SECTION 10. MISCELLANEOUS PROVISIONS.
10.1 Attorneys’ Fees. If either Party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing Party shall be entitled to reasonable attorneys’ fees and expenses including costs, in addition to any other relief to which that Party may be entitled; provided, however, that the attorneys’ fees awarded pursuant to this Subsection shall not exceed the hourly rate paid by City for legal services multiplied by the reasonable number of hours spent by the prevailing Party in the conduct of the litigation. The court may set such fees in the same action or in a separate action brought for that purpose.
10.2 Venue. In the event that either Party brings any action against the other under this Agreement, the Parties agree that trial of such action shall be vested exclusively in Orange County.
10.3 Severability. If any provision of this Agreement is held invalid, the remainder of this Agreement shall not be affected thereby and all other parts of this Agreement shall nevertheless be in full force and effect.
10.4 Section Headings and Subheadings. The section headings and subheadings contained in this Agreement are included for convenience only and shall not limit or otherwise affect the terms of this Agreement.
10.5 No Implied Waiver of Breach. Waiver by any Party to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other
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term, condition, or covenant. Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement. Acceptance by City of any work or services by Consultant shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a nondefaulting Party on any default shall impair such right or remedy or be construed as a waiver. Any waiver by either Party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.
10.6 Successors and Assigns. The provisions of this Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the Parties.
10.7 Consultant Representative. All matters under this Agreement shall be handled for Consultant by «Consultant_Contact» (“Consultant’s Representative”). The Consultant’s Representative shall have full authority to represent and act on behalf of Consultant for all purposes under this Agreement. The Consultant’s Representative shall supervise and direct the Services, using his best skill and attention, and shall be responsible for all means, methods, techniques, sequences, and procedures and for the satisfactory coordination of all portions of the Services under this Agreement.
10.8 City Contract Administration. This Agreement shall be administered by a City employee, «Staff_Contact», «Staff_Title» (“Contract Administrator”). All correspondence shall be directed to or through the Contract Administrator or his designee. The Contract Administrator shall have the power to act on behalf of City for all purposes under this Agreement. Unless otherwise provided in this Agreement, Consultant shall not accept direction or orders from any person other than the Contract Administrator or his designee.
10.9 Notices. Any written notice to Consultant shall be sent to:
OCY Management, LLC
Attn: Melissa Gomez
520 W. Dyer Road
Santa Ana, California 82707
Any written notice to City shall be sent to the Contract Administrator at:
City of Yorba Linda
4845 Casa Loma Ave
Yorba Linda, CA 92886
Attn: Rob Cavanaugh, Recreation Supervisor II
with a copy to:
City Clerk
City of Yorba Linda
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4845 Casa Loma Ave
Yorba Linda, CA 92886
10.10 Professional Seal. Where applicable in the determination of the Contract Administrator, the first page of a technical report, first page of design specifications, and each page of construction drawings shall be stamped/sealed and signed by the licensed professional responsible for the report/design preparation. The stamp/seal shall be in a block entitled “Seal and Signature of Registered Professional with report/design responsibility,” as in the following example.
__________________________________________
Seal and Signature of Registered Professional with
report/design responsibility.
10.11 Rights and Remedies. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.
10.12 Integration. This Agreement, including the scope of services attached hereto and incorporated herein as Exhibit A, represents the entire and integrated agreement between City and Consultant and supersedes all prior negotiations, representations, or agreements, either written or oral. The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.
10.13 Counterparts. This Agreement may be executed in multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement.
10.14 Execution of Contract. The persons executing this Agreement on behalf of each of the Parties hereto represent and warrant that (i) such Party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said Party, (iii) by so executing this Agreement, such Party is formally bound to the provisions of this Agreement, and (iv) that entering into this Agreement does not violate any provision of any other agreement to which said Party is bound.
10.15 Nondiscrimination. Consultant covenants that, by and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that in the performance of this Agreement there shall be no discrimination against or segregation of, any person or group of persons on account of any impermissible classification including, but not limited to, race, color, creed, religion, sex, marital status, sexual orientation, national origin, or ancestry.
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10.16 No Third-Party Beneficiaries. There are no intended third-party beneficiaries under this Agreement and no such other third parties shall have any rights or obligations hereunder.
10.17 Nonliability of City Officers and Employees. No officer, official, employee, agent, representative, or volunteer of City shall be personally liable to Consultant, or any successor in interest, in the event of any default or breach by City or for any amount which may become due to Consultant or to its successor, or for breach of any obligation of the terms of this Agreement.
10.18 No Undue Influence. Consultant declares and warrants that no undue influence or pressure is used against or in concert with any officer or employee of City in connection with the award, terms or implementation of this Agreement, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of City shall receive compensation, directly or indirectly, from Consultant, or from any officer, employee, or agent of Consultant, in connection with the award of this Agreement or any work to be conducted as a result of this Agreement.
10.19 No Benefit to Arise to City Employees. No member, officer, or employee of City, or their designees or agents, and no public official who exercises authority over or has responsibilities with respect to this Agreement during his/her tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in any agreement or subagreement, or the proceeds thereof, for the Services to be performed under this Agreement.
[Signatures on Following Page]
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IN WITNESS WHEREOF, the Parties hereto have executed and entered into this Agreement as of the Effective Date
CITY OF YORBA LINDA
Carlos Rodriguez, Mayor
Attest:
Marcia Brown, City Clerk
Approved as to Form:
Todd Litfin, City Attorney
CONSULTANT
Akbar Majid, President
Jackson Fraser, Director of Operations
[Note: 2 officer’s signatures required if
Consultant is a corporation, unless
provided with a certificate of secretary inlieu]
EXHIBIT A
SCOPE OF SERVICE
Services shall include Senior Mobility Program in the amount not to exceed THREE HUNDRED THOUSAND DOLLARS ($300,000.00) as further detailed in the in the Senior Mobility Program Request for Proposal dated March 2, 2026.
EXHIBIT B
COMPENSATION
REQUEST FOR PROPOSALS
Senior Mobility Program
RFP Circulation Date:
March 2, 2026
Proposals Submission Deadline:
No later than 5:00 p.m., Thursday, March 26, 2026
City of Yorba Linda
Parks & Recreation Department
4845 Casa Loma Avenue
Yorba Linda, California 92886
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City of Yorba Linda · Request for Proposals
Senior Mobility Program
TABLE OF CONTENTS
PAGE
A. BACKGROUND.....................................................................................................................3 B. PROPOSAL SCHEDULE.....................................................................................................3 C. RFP INQUIRIES....................................................................................................................3 D. SCOPE OF SERVICES .......................................................................................................3 E. PROCEDURE FOR SUBMITTING PROJECT PROPOSALS ......................................7 F. PROPOSAL REQUIREMENTS…………………………………………………………..8
G. SELECTION CRITERIA……………………………………………………………………9
H. GENERAL INFORMATION………………………………………………………………..9
I. INSURANCE REQUIREMENTS………………………………………………………….9
J. PAYMENT INFORMATION ………………………………………………..…………….10
APPENDIX A: Model Professional Services Agreement .....................................................11 APPENDIX B: Proposal Worksheet ....................................................................................33 APPENDIX C: Certification of Proposal to the City of Yorba Linda .................................... 35 ATTACHMENT A: OCTA Pre Trip Vehicle Inspection ………………………………………..36
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City of Yorba Linda · Request for Proposals
Senior Mobility Program
A. BACKGROUND
The City of Yorba Linda Parks and Recreation Department is interested in contracting with an experienced vendor to provide door-to-door transportation services to resident seniors (60 and older) using a fleet of vehicles/taxi that can accommodate both ambulatory and walker/wheelchair clients. The required services and conditions are specified in the Scope of Work.
The detailed scope of services is found in Section D of this RFP.
B. PROPOSAL SCHEDULE
Item Date
RFP Release Monday, March 2, 2026
Pre-Proposal Request for Clarifications Due Monday, March 9, 2026 Proposal Due Date Thursday, March 26, 2026, at 5:00 p.m.
Interviews (Tentative) Week of April 13, 2026
Approval of Contract (Tentative) Tuesday, May 5, 2026
Contract Start June 1, 2026
Responses to this RFP are to be received no later than 5:00 p.m. on Thursday, March 26, 2026 via email to Rob Cavanaugh ([email protected]) or to the Parks and Recreation Department, located at 4845 Casa Loma Avenue, Yorba Linda, CA 92886. Details of full submittal requirements are detailed in Section G of the RFP. It is the sole responsibility of the proposing firm to ensure that proposals are received prior to the closing time as late bids and non-responsive bids will not be accepted. Responses must conform to the requirements of this Request for Proposal (“RFP”). The City reserves the right to waive any irregularity in any proposal or to reject any proposal which does not comply with this RFP. Modifications to the RFP, including, but not limited to the scope of work, can be made only by written addenda issued by the City. Selection of the firm will be made solely by the City on criteria determined by the City. By submitting a project proposal, the firm agrees to all of the terms of the RFP, unless exceptions to the RFP or Agreement are stated by the firm in its project proposal. The successful firm will also be required to enter into an Agreement (See Appendix A) which include the requirements of this RFP.
C. RFP INQUIRIES
All inquiries, questions, and requests for information related to this Request for Proposals should be directed to Rob Cavanaugh, Recreation Supervisor II, via email at [email protected]. Questions related to the RFP may only be submitted by email and will only be accepted through Monday, March 9 at 5:00 p.m.
D. SCOPE OF SERVICES
The selected vendor will be expected to provide a comprehensive door-to-door transportation program for Yorba Linda older adults to various destinations. The current program provides services in Yorba Linda and up to one mile outside of city limits Monday through Friday from 7 a.m. to 8 p.m. including holidays. Registered participants will pay $2.00 for each one-way trip directly to the driver. Each rider can take a maximum of eight one-way trips per month. The City reserve the right to make changes to the program service area and operation hours.
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Contractor will be responsible for:
1. Vehicle Operations:
• Conduct daily pre-trip vehicle inspections that meets or exceeds OCTA guidelines provided in the attached Pre-Trip Inspection Checklist (Attachment A). • Schedule preventive vehicle maintenance that meets or exceeds industry standards including the maintenance of all accessibility features of the vehicle.
Inspection and oil change shall occur every 6,000 miles; Transmission every 30,000 miles and differential services every 60,000 miles. The contractor shall be responsible for correcting all deficiencies found during these inspections. • Ensure the safety of the passengers, as this is of concern to the City Yorba Linda.
The Contractor shall not install mismatched tires; perform partial brake relines without determining the cause of the abnormal or premature wear; allow tires to wear more than 3/32 tread depth; replace a dead battery without testing the charging system to insure the battery will not go dead due to system malfunction; and/or fail to do a daily inspection of the vehicle.
• Maintain all vehicles and vehicle equipment required by this RFP shall be done by Contractor in good repair and in good condition satisfactory to the City. Contractor shall assume all responsibility for the proper maintenance of the vehicle(s).
Maintain maintenance records for each vehicle for five (5) years and, if required, cooperate fully in annual motor coach carrier terminal inspections conducted by the California Highway Patrol (CHP).
• Ensure the vehicle conforms to the Federal Vehicle Safety Standards, Air Resource Board Standards, and the California Code of Regulation, Title 13. The above referenced documents may be found at the following websites: California Office of Administrative Law: http://www.oal.ca.gov/, California Air Resource Board: http://www.arb.ca.gov/homepage.htm, National Highway Traffic Safety Administration: http://www.nhtsa.dot.gov/cars/rules/.
• Ensure that all vehicles are inspected by the Bureau of Automotive Repair (BAR) and signed off by a licensed technician and/or the California Highway Patrol (CHP).
Contractor shall provide copies of all inspection documentation to the City within a two-week period following the inspection.
• Use of vehicles must meet Americans with Disabilities Act (ADA) accessibility standards.
• Maintain, store and provide at Contractor’s sole expense lubricants, repairs, parts and supplies required for the maintenance and operation of the vehicle(s) in providing the service.
• Ensure that the requirements and procedures for towing the service vehicle are followed and proper towing equipment is used.
• Train and require vehicle operators for reporting all hazardous conditions such as downed trees, malfunctioning traffic signals, and graffiti in the public-right-of way, to the Project Manager of this agreement.
• Work with the City to ensure the vehicles meets all State, Local and Federal vehicle regulations especially Title 13 of the California Department of Regulations prior to issuing the vehicle to the Contractor.
2. Personnel Operations:
• Meet the City of Yorba Linda’s Customer Service Standards in that the drivers and dispatchers treat riders with respect and dignity. The City of Yorba Linda strictly
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prohibits unlawful harassment. This includes harassment on the basis of sex, sexual orientation, race, color, ancestry, religious creed, disability, medical condition, age, marital status, or any other protected class under applicable law. • Ensure that the drivers are CPR and first aid certified. • Contractor shall provide a copy of the dress code policy to City if one exists. • Assign licensed drivers with a valid California Driver’s license appropriate to drive the vehicle assigned. Contractor shall provide copies of all drivers’ valid California Driver’s licenses to the City.
• Train staff involved in the Senior Mobility Program to proficiency so they perform their duties safely. Training should include, but is not limited to, best practices in working with elderly populations, disability awareness and passenger assistance. • Ensure that licensed drivers are available during the Senior Mobility operating hours.
• Ensure that drivers have not been convicted of driving while intoxicated or under the influence of a controlled substance within the preceding five years; or not have criminal charges pending for an offense for driving while intoxicated or under the influence of controlled substance.
• Test drivers randomly for drug testing at least once a year. Contractor will confirm testing and results with the City.
• Conduct pre-employment DMV checks of all personnel hired for service. Any operator exceeding the California DMV point system or with a revoked or suspended license will not be allowed to operate the City’s service. • Require vehicle operators to report any in-service failure, to the Contractor’s supervisor. Contractor will attempt to ascertain the problem and report any inservice vehicle failure to the City immediately, and not later than the start of the next business day.
• Provide a phone line and staff for answering and accepting trip reservations. • Use scheduling software and/or technology to ensure cost effectiveness of rides and provide statistical information about total rides per month, total miles, traveled, and destination categories.
• Provide a customer friendly scheduling platform and service via a telephone, app, and/or website.
3. Driver Responsibility:
• Provide door-to-door service.
• Assist customer with boarding or exiting if requested. • Handle personal belongings of passengers only if requested and only during boarding and exiting. Driver will set them in a safe place such as a curb or on a bench, but may not carry or move items beyond that point. • Treat all passengers (or companions) in a respectful and courteous manner, with appropriate attention to the differences among individuals with disabilities. • Ensure that all passengers are seated before pulling away from the stop. • Must possess a valid California driver’s license appropriate to drive the vehicle assigned.
• Be clean and neatly dressed per required dress code.
• Must have a current CPR/First Aid certification and must carry the certification card at all times on duty.
• Notify the City immediately in the event of an accident/incident, and follow the instructions provided. In addition, the Contractor will immediately notify the City via fax, email, or telephone and follow-up in writing within 2 business days.
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Please Note: Drivers are not allowed to enter a residence, operate a cell phone, wear headphones, read, smoke, or eat while operating the vehicle, and accept or solicit tips, cash gifts or any other payment for services aside from the designated per trip fee identified in the proposal.
Drivers may be requested to assist with the boarding and exiting of handicapped individuals. It must be understood that assisting passengers, such as handicapped individuals, may at times require both physical strength and sensitivity.
4. Administration:
• Identify a Project Manager, who will oversee the proper operation of the transportation service. A responsible employee of the Project Manager must be available at all times. An organization chart of management personnel shall be included.
• Adhere to the performance standards set by City, and meeting periodically to evaluate performance of the Agreement.
• Provide monthly, invoices and spreadsheets summarizing the services and expenditures as indicated in, and maintaining daily attendance, passenger denials, and passenger trip reports. Invoices and ridership summaries to be provided by the 15th day following the end of the reporting month.
• Enter into an Agreement with the City of Yorba Linda (See enclosed Sample Agreement, Appendix A). Entering into an agreement with any other party to use the equipment or perform any part of the transportation service, except for towing services is not permitted.
• Attend preliminary meetings with City staff to finalize the logistics and paperwork to properly administer the program to the City and OCTA’s expectations. • Comply with the DMV’s Pull Notice Program and paying for all applicable license fees for drivers, other personnel and vehicles. The results of those transactions shall be transmitted to the City.
• Hire capable and courteous personnel who are responsible for taking requests for service and responding to telephone inquiries regarding the transportation service.
Contractor shall arrange acceptance of reservations for transportation service ondemand, and no further than seven days in advance. • Provide and maintain appropriate vehicle storage and maintenance facilities for the garaging of the vehicles. If storage facilities are to be acquired, the Contractor shall indicate in the proposal what actions will be taken to acquire those sites prior to the start of service.
• Secure a Business License from the City of Yorba Linda as per City Ordinance Chapter 5.08 Licenses.
• Enforce policies with regard to operational emergencies. • Develop and record in writing procedures, which will be submitted to the City of Yorba Linda, that a vehicle operator uses related to wheelchair lift failure, passenger disturbances, medical assistance to passengers, accidents, inoperable vehicle with passengers on board, fares and accountability for funds collected, and customer service standards.
• Refer all media requests to the City of Yorba Linda and do not provide information without approval from the City.
• Submit with proposal, certified financial statements reflecting the financial condition of the firm for the most recent year available.
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• Implement an advance reservation process and implement best practices that maximizes passenger ridership, including but not limited to scheduling software.
5. Fare Collection and Accountability:
• Adhere to the cash fare for service as established by the City. The City reserves the right to change the fare.
• Require the vehicle operator collect fares daily and submit this to the Contractor’s Project Manager. The Contractor shall provide the City with documentation (monthly receipts) of all fares collected. City will perform an annual audit verifying fares collected and receipts.
• Submit monthly reports that include daily totals of passengers. • The maximum dwell time shall not exceed five minutes, except in those cases where the drivers must wait before loading and unloading passengers. • Ensure that no pattern of excessive passenger travel time develops. Under normal conditions, a passenger shall not travel on a para-transit vehicle for more than 45 minutes from pickup to drop off.
The City will be responsible for:
1. Submit monthly reports to OCTA, which at minimum, reports the monthly and year-todate summary of service and expenditures.
2. Participate in the OCTA marketing and outreach efforts to encourage use of the fixedroute transit service by older adults.
3. Note OCTA sponsorship on any promotional material for service funded under the OCTA Agreement with the City, and displaying the OCTA logo on vehicles that use the program (excluding taxis).
4. Administer the Agreement with the Contractor.
5. Assist Contractor with advertising and marketing the program.
6. Reimburse the Contractor for employee’s wages directly related to the Senior Mobility Program, and other maintenance costs agreed upon in the Agreement; for any applicable license fees for drivers, other personnel or vehicles.
7. Work with the Contractor to ensure the vehicles meets all State, Local and Federal vehicle regulations especially Title 13 of the California Department of Regulations prior to issuing the vehicle to the Contractor.
E. PROCEDURE FOR SUBMITTING PROJECT PROPOSALS
Proposals must be received via email or at City Hall no later than 5:00 P.M. on Thursday, March 26, 2026. Proposals received in the mail after this specified date and time, regardless of the date of their postmarks, will be rejected. Proposals must address the requirements of the RFP in the exact order set forth in Section G.
• Proposals may:
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o Be submitted in a sealed envelope clearly marked “City of Yorba Senior Mobility Program”
The envelope must be addressed as follows:
City of Yorba Linda
Attn: Parks and Recreation Department
4845 Casa Loma Avenue
Yorba Linda, CA 92886; or
o Be emailed to Rob Cavanaugh at [email protected].
F. PROPOSAL REQUIREMENTS
This section defines the proposal format to be used by respondents. All proposals shall be submitted in the format outlined below. Any proposal that does not, in the sole opinion of the City, comply with the requirements, may be rejected. The City of Yorba Linda will receive competitive proposals from firms having specific experience and qualifications in the areas identified in this RFP. Under competitive negotiation procedures, the terms of the service contract, the price of the service, the method of service delivery, and the conditions of performance are all negotiable. A contract will be awarded to the firm that best meets the proposed needs based on the selection criteria below, not necessarily based on the lowest price. The content and sequence of the information contained in each copy of the proposal shall be as follows:
1. Letter of Transmittal
Include your firm’s understanding of the work to be performed and a summary of your experience provide transportation services to the public. In addition, state why your firm believes itself to be the best qualified to perform the services requested. Also, state the Management Contact (representative authorized to sign an agreement for your firm) and Project Manager (person responsible for day-to-day management of the project).
2. Project Team Description
Provide the name(s) of the Project Manager and the key personnel that will be assigned to the project, including their names and contact information. Include brief resumes for all team members, as well as their tenure with the firm.
3. Firm Experience
Provide background on the firm and its experience providing door-to-door transportation services to older adults using a fleet of taxis.
4. Cost
Complete the Proposal Worksheet (Appendix B). The fees for each trip will be based on specific distances travelled. All trips within each range will be charged the same fee.
5. References
Each firm must list similar services performed (as the prime firm) for all similar organizations/entities in the last five years and when performed. Show names of organizations and names and telephone numbers of persons who can be contacted with regard to the services you have provided. In addition, list all similar public agencies for which contracts were terminated in the last three years. Firms may provide a brief explanation of the reason(s) for termination(s).
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6. Certification of Proposals
Return a copy of the entire completed certification properly executed as provided for in Appendix C. The proposal shall be signed and dated by the transportation service provider and shall contain a statement that the proposed fees are valid for 90 days. Submission of a signed proposal will be interpreted to mean that the consultant has thereby agreed to all terms and conditions set forth in this Request for Proposal. Any proposal may be withdrawn, either personally, by written request, or by confirmed telephone request, at any time prior to the designated due date.
G. SELECTION CRITERIA
Firms meeting the mandatory elements will have their proposals evaluated and scored. An oral interview may be scheduled to help facilitate the selection of the AV technician service. In addition to the quality of the proposal in terms of completeness and responsiveness to the RFP, the following criteria will be used for company selection:
1. Mandatory Elements
o The firm has no conflict of interest with regard to any other work performed by the firm for the City.
o The firm is independent and properly licensed to practice in California. o The firm adheres to the instructions in this RFP on preparing and submitting the proposal.
o The firm included a Letter of Transmittal, Proposal Worksheet (Appendix B), and Certification of Proposals (Appendix C) in the Project Proposal.
2. Qualitative Evaluation
o Experience of Company and Personnel Twenty-five percent (25%) a. Experience working effectively with municipal governments, primarily pertaining to City staff and the public.
b. Experience, training background, and qualifications of personnel. o Past Performances Twenty-five percent (25%)
a. Past record of performance on contracts with other government agencies or public bodies, including compliance with contract terms and conditions. b. Quality of company’s reference checks.
o Cost of Services Fifty percent (50%)
a. Ability to provide the requested services at a fair and reasonable price to the City.
H. GENERAL INFORMATION
1. This Request for Proposal does not commit the City to the award of a contract or to pay any costs incurred by the transportation services provider for offering professional services in the preparation of a proposal or related costs. Companies submitting proposals are cautioned against incurring costs in anticipation of an award.
2. All data, documents, and other products used or developed as part of this process shall become the property of the City.
3. The City reserves the right to accept or reject any and all proposals.
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4. No sub-consultants shall be allowed for this project.
5. The selected company will be required to enter into an agreement with the City of Yorba Linda in substantially the same form as set forth in Appendix A. The period of the agreement will be two (2) years, with the option to extend the agreement for three (3) additional one (1) year periods upon written approval between the City and company.
I. INSURANCE REQUIREMENTS
The selected company shall immediately furnish certificates of insurance to City evidencing the insurance coverage required, as stated in the attached Professional Services Agreement (Appendix A), prior to the commencement of performance of services. All certificates and endorsements should list the City’s proper name as follows: City of Yorba Linda. These certificates shall provide that such insurance shall not be terminated or expire without 30 days written notice to the City. In the event the selected company’s insurance certificates are not provided, City shall have no obligations to compensate the selected for work performed.
J. PAYMENT INFORMATION
The selected company shall accept the compensation, as indicated in the contract, as full payment for the services specified therein. No adjustments in payment resulting in an increased cost above the bid price quoted in the company's proposal will be accepted. All invoices shall be submitted monthly and contain names, dates, and trip details for all completed rides. Invoices shall be submitted to Rob Cavanaugh at the City of Yorba Linda, 4845 Casa Loma Avenue, Yorba Linda, CA 92886 and/or by email at [email protected].
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APPENDIX A
PROFESSIONAL SERVICES AGREEMENT
[The Agreement will be prepared by the City’s Contract Administrator) [[[ MODEL - REMOVE THIS TITLE WHEN USED ]]]
PROFESSIONAL SERVICES AGREEMENT
<<CONTRACT_TITLE>>
THIS PROFESSIONAL SERVICES AGREEMENT (“Agreement”) is made and effective this ______ day of __________, «Year» (“Effective Date”) by and between the CITY OF YORBA LINDA, a California municipal corporation, (“City”) and «Consultant», a «Entity_Type» (“Consultant”). City and Consultant may sometimes herein be referred to individually as a “Party” and collectively as the “Parties.” SECTION 1. SERVICES.
Subject to the terms and conditions set forth in this Agreement, Consultant shall provide to City the services described in the Scope of Services, attached hereto as Exhibit A and incorporated herein by this reference (the “Services”). Consultant will perform subsequent task orders as requested by the Contract Administrator (as defined below), in accordance with the Scope of Services. In the event of a conflict in or inconsistency between the terms of this Agreement and Exhibit A, this Agreement shall prevail.
1.1 Term of Services. The term of this Agreement shall begin on «Term_of_Contract_Beginning» and shall end on «Term_of_Contract_Ending» unless the term of this Agreement is otherwise terminated or extended as provided for in Section 8. The time provided to Consultant to complete the Services required by this Agreement shall not affect City’s right to terminate this Agreement, as provided for in Section 8.
1.2 Standard of Performance. Consultant represents and warrants that Consultant is a provider of first class work and services and Consultant is experienced in performing the Services contemplated herein and, in light of such status and experience, Consultant shall perform the Services required pursuant to this Agreement in the manner and according to the standards observed by a competent practitioner of the profession in which Consultant is engaged in the geographical area in which Consultant practices its profession and to the sole satisfaction of the Contract Administrator.
1.3 Assignment of Personnel. Consultant shall assign only competent personnel to perform the Services pursuant to Agreement. In the event that City, in its sole discretion, at any time during the term of this Agreement, desires the reassignment of any
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such persons, Consultant shall, immediately upon receiving notice from City of such desire of City, reassign such person or persons.
1.4 Time. Consultant shall devote such time to the performance of the Services pursuant to this Agreement as may be reasonably necessary to satisfy Consultant’s obligations hereunder.
1.5 Authorization to Perform Services. Consultant is not authorized to perform any of the Services or incur any costs whatsoever under the terms of this Agreement until receipt of authorization from the Contract Administrator.
1.6 Warranty. By executing this Agreement, Consultant warrants that Consultant (i) has thoroughly investigated and considered the Services, (ii) has carefully considered how the Services should be performed, and (iii) fully understands the facilities, difficulties, and restrictions attending performance of the Services.
Section 2. COMPENSATION.
City hereby agrees to pay Consultant a sum not to exceed «CONTRACT_AMOUNT_SPELLED_OUT» («Contract_Amount») notwithstanding any contrary indications that may be contained in Consultant’s proposal, for the Services to be performed and reimbursable costs incurred under this Agreement. In the event of a conflict between this Agreement and Exhibit A, regarding the amount of compensation, this Agreement shall prevail. City shall pay Consultant for the Services rendered pursuant to this Agreement at the time and in the manner set forth herein. The payments specified below shall be the only payments from City to Consultant for the Services rendered pursuant to this Agreement. Consultant shall submit all invoices to City in the manner specified herein. Except as specifically authorized in advance by City, Consultant shall not bill City for duplicate services performed by more than one person.
2.1 Invoices. Consultant shall submit invoices monthly during the term of this Agreement, based on the cost for the Services performed and reimbursable costs incurred prior to the invoice date. Invoices shall contain the following information:
a. Serial identifications of progress bills; i.e., Progress Bill No. 1 for the first invoice, etc.;
b. The beginning and ending dates of the billing period; c. A “Task Summary” containing the original contract amount, the amount of prior billings, the total due this period, the balance available under this Agreement, and the percentage of completion;
d. At City’s option, for each item in each task, a copy of the applicable time entries or time sheets shall be submitted showing the name of the person performing the Services, the hours spent by each person, a brief description of the Services, and each reimbursable expense;
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e. The total number of hours of work performed under this Agreement by Consultant and each employee, agent, and subcontractor of Consultant performing the Services hereunder necessary to complete the Services described in Exhibit A; f. Receipts for expenses to be reimbursed;
g. The Consultant Representative’s signature.
Invoices shall be submitted to:
City of Yorba Linda
Attn: Accounts Payable
4845 Casa Loma Ave
Yorba Linda, CA 92886
2.2 Monthly Payment. City shall make monthly payments, based on invoices received, for the Services satisfactorily performed, and for authorized reimbursable costs incurred. City shall have thirty (30) days from the receipt of an invoice that complies with all of the requirements above to pay Consultant.
2.3 Retention of Funds, Final Payment. Consultant hereby authorizes City to retain and deduct from any amount payable to Consultant not exceeding five percent (5%) of the total compensation. The retained funds shall be paid to Consultant within sixty (60) days after final acceptance of the Services by the City and after Consultant has furnished City with full release of all undisputed payments under this Agreement. In the event there are any claims specifically excluded by Consultant from the operation of the release, City may retain proceeds of up to one hundred fifty percent (150%) of the amount in dispute. The failure of City to exercise such right to deduct or to withhold shall not, however, affect the obligations of Consultant to insure, indemnify, and protect City as provided in this Agreement. City shall pay the last five percent (5%) of the total amount due pursuant to this Agreement within sixty (60) days after completion of the Services and submittal to City of a final invoice, if all of the Services required have been satisfactorily performed.
2.4 Total Payment. City shall not pay any additional sum for any expense or cost whatsoever incurred by Consultant in rendering the Services pursuant to this Agreement. City shall make no payment for any extra, further, or additional service pursuant to this Agreement.
In no event shall Consultant submit any invoice for an amount in excess of the maximum amount of compensation provided above either for a task or for the entirety of the Services performed pursuant to this Agreement, unless this Agreement is modified in writing prior to the submission of such an invoice.
2.5 Hourly Fees. Fees for the Services performed by Consultant on an hourly basis shall not exceed the amounts shown on the fee schedule included with Exhibit A.
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2.6 Reimbursable Expenses. Reimbursable expenses are included within the maximum amount of this Agreement.
2.7 Payment of Taxes. Consultant is solely responsible for the payment of employment taxes incurred under this Agreement and any federal or state taxes.
2.8 Payment upon Termination. In the event that City or Consultant terminates this Agreement pursuant to Section 8, City shall compensate Consultant for all outstanding costs and reimbursable expenses incurred for Services satisfactorily completed and for reimbursable expenses as of the date of written notice of termination.
Consultant shall maintain adequate logs and timesheets in order to verify costs and reimbursable expenses incurred to that date.
SECTION 3. FACILITIES AND EQUIPMENT.
Except as otherwise provided, Consultant shall, at its sole cost and expense, provide all facilities and equipment necessary to perform the services required by this Agreement. City shall make available to Consultant only physical facilities such as desks, filing cabinets, and conference space, as may be reasonably necessary for Consultant’s use while consulting with City employees and reviewing records and the information in possession of City. The location, quantity, and time of furnishing those facilities shall be in the sole discretion of City. In no event shall City be required to furnish any facility or equipment that may involve incurring any direct expense, including but not limited to computer, long-distance telephone or other communication charges, vehicles, and reproduction facilities.
SECTION 4. INSURANCE REQUIREMENTS.
Before beginning any work under this Agreement, Consultant, at its own cost and expense, shall procure the types and amounts of insurance listed below and provide certificates of insurance, indicating that Consultant has obtained or currently maintains insurance that meets the requirements of this Section and which is satisfactory, in all respects, to City. Consultant shall maintain the insurance policies required by this Section throughout the term of this Agreement. The cost of such insurance shall be included in Consultant’s compensation. Consultant shall not allow any subcontractor, consultant or other agent to commence work on any subcontract until Consultant has obtained all insurance required herein for the subcontractor(s) and provided evidence thereof to City.
Verification of the required insurance shall be submitted and made part of this Agreement prior to execution. Consultant acknowledges the insurance policy must cover interinsured suits between City and other insureds. Consultant agrees that the requirement to provide insurance shall not be construed as limiting in any way the extent to which Consultant may be held responsible for the payment of damages to any persons or property resulting from Consultant activities or the activities of any person or persons for which Consultant is otherwise responsible nor shall it limit Consultant’s indemnification liabilities as provided in Section 5.
4.1 Workers’ Compensation. Consultant shall, at its sole cost and expense, maintain Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance for any and all persons employed directly or indirectly by Consultant pursuant to the
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provisions of the California Labor Code. Statutory Workers’ Compensation Insurance and Employer’s Liability Insurance shall be provided with limits of not less than ONE MILLION DOLLARS ($1,000,000.00) per accident, ONE MILLION DOLLARS ($1,000,000.00) disease per employee, and ONE MILLION DOLLARS ($1,000,000.00) disease per policy.
In the alternative, Consultant may rely on a self-insurance program to meet those requirements, but only if the program of self-insurance complies fully with the provisions of the California Labor Code. Determination of whether a self-insurance program meets the standards of the California Labor Code shall be solely in the discretion of the Contract Administrator. The insurer, if insurance is provided, or Consultant, if a program of selfinsurance is provided, shall waive all rights of subrogation against City and its officers, officials, employees, and authorized volunteers for loss arising from the Services performed under this Agreement.
4.2 Commercial General and Automobile Liability Insurance.
General requirements. Consultant, at its own cost and expense, shall maintain commercial general and automobile liability insurance for the term of this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000.00) per occurrence, combined single limit coverage, for risks associated with the Services contemplated by this Agreement, TWO MILLION DOLLARS ($2,000,000.00) general aggregate, and TWO MILLION DOLLARS ($2,000,000.00) products/completed operations aggregate. If a Commercial General Liability Insurance or an Automobile Liability Insurance form or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to the Services to be performed under this Agreement or the general aggregate limit shall be at least twice the required occurrence limit. Such coverage shall include but shall not be limited to, protection against claims arising from bodily and personal injury, including death resulting therefrom, and damage to property resulting from the Services contemplated under this Agreement, including the use of hired, owned, and non-owned automobiles.
Minimum Scope of Coverage. Commercial general coverage shall be at least as broad as Insurance Services Office Commercial General Liability occurrence form CG 0001. Automobile coverage shall be at least as broad as Insurance Services Office Automobile Liability form CA 0001 Code 2, 8, and 9. No endorsement shall be attached limiting the coverage.
Additional Requirements. Each of the following shall be included in the insurance coverage or added as a certified endorsement to the policy:
The insurance shall cover on an occurrence or an accident basis, and not on a claims-made basis.
Any failure of Consultant to comply with reporting provisions of the policy shall not affect coverage provided to City and its officers, employees, agents, and volunteers.
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4.3 Professional Liability Insurance.
General Requirements. Consultant, at its own cost and expense, shall maintain for the period covered by this Agreement professional liability insurance for licensed professionals performing the Services pursuant to this Agreement in an amount not less than ONE MILLION DOLLARS ($1,000,000) covering the licensed professionals’ errors and omissions. Any deductible or self-insured retention shall be shown on the Certificate. If the deductible or self-insured retention exceeds TWENTY-FIVE THOUSAND DOLLARS ($25,000), it must be approved in writing by City.
Claims-Made Limitations. The following provisions shall apply if the professional liability coverage is written on a claims-made form:
The retroactive date of the policy must be shown and must be no later than the commencement of the Services.
Insurance must be maintained and evidence of insurance must be provided for at least five (5) years after the expiration or termination of this Agreement or completion of the Services, so long as commercially available at reasonable rates.
If coverage is canceled or not renewed and it is not replaced with another claims-made policy form with a retroactive date that precedes the Effective Date of this Agreement, Consultant must provide extended reporting coverage for a minimum of five (5) years after the expiration or termination of this Agreement or the completion of the Services. Such continuation coverage may be provided by one of the following:
(1) renewal of the existing policy; (2) an extended reporting period endorsement; or (3) replacement insurance with a retroactive date no later than the commencement of the Services under this Agreement. City shall have the right to exercise, at Consultant’s sole cost and expense, any extended reporting provisions of the policy, if Consultant cancels or does not renew the coverage.
A copy of the claim reporting requirements must be submitted to City prior to the commencement of the Services under this Agreement.
4.4 All Policies Requirements.
a. Acceptability of Insurers. All insurance required by this Section is to be placed with insurers with a Bests’ rating of no less than A:VII and admitted in California. b. Verification of Coverage. Prior to beginning the Services under this Agreement, Consultant shall furnish City with certificates of insurance, additional insured endorsement or policy language granting additional insured status complete certified copies of all policies, including complete certified copies of all endorsements. All copies of policies and certified endorsements shall show the signature of a person authorized by that insurer to bind coverage on its behalf. The certificate of insurance must include the following reference: «Contract_Title». The name and address for additional insured endorsements, certificates of insurance and notice of cancellation is: City of Yorba Linda, 4845 Casa Loma Ave, Yorba Linda, CA 92886. City must be endorsed as an additional
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insured for liability arising out of ongoing and completed operations by or on behalf of Consultant.
c. Notice of Reduction in or Cancellation of Coverage. Consultant shall provide written notice to City within ten (10) working days if: (1) any of the required insurance policies is terminated; (2) the limits of any of the required polices are reduced; or (3) the deductible or self insured retention is increased. In the event any of said policies of insurance are cancelled, Consultant shall, prior to the cancellation date, submit new evidence of insurance in conformance with this Section 4 to the Contract Administrator. d. Additional Insured; Primary Insurance. City and its officers, employees, agents, and authorized volunteers shall be covered as additional insureds with respect to each of the following: liability arising out of the Services performed by or on behalf of Consultant, including the insured’s general supervision of Consultant; products and completed operations of Consultant, as applicable; premises owned, occupied, or used by Consultant; and automobiles owned, leased, or used by Consultant in the course of providing the Services pursuant to this Agreement. The coverage shall contain no special limitations on the scope of protection afforded to City or its officers, employees, agents, or authorized volunteers. The insurance provided to City as an additional insured must apply on a primary and non-contributory basis with respect to any insurance or self-insurance program maintained by City. Additional insured status shall continue for one (1) year after the expiration or termination of this Agreement or completion of the Services.
A certified endorsement must be attached to all policies stating that coverage is primary insurance with respect to City and its officers, officials, employees, and volunteers, and that no insurance or self-insurance maintained by City shall be called upon to contribute to a loss under the coverage.
e. Deductibles and Self-Insured Retentions. Consultant shall obtain the written approval of City for the self-insured retentions and deductibles before beginning any of the Services.
During the term of this Agreement, only upon the prior express written authorization of the Contract Administrator, Consultant may increase such deductibles or self-insured retentions with respect to City, its officers, employees, agents, and volunteers. The Contract Administrator may condition approval of an increase in deductible or self-insured retention levels with a requirement that Consultant procure a bond guaranteeing payment of losses and related investigations, claim administration, and defense expenses that is satisfactory in all respects to each of them. f. Subcontractors. Consultant shall include all subcontractors as insureds under its policies or shall furnish separate certificates and certified endorsements for each subcontractor. All coverages for subcontractors shall be subject to all of the requirements stated herein.
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g. Variation. The Contract Administrator may, but is not required to, approve in writing a variation in the foregoing insurance requirements, upon a determination that the coverage, scope, limits, and forms of such insurance are either not commercially available, or that City’s interests are otherwise fully protected.
4.5 Remedies. In addition to any other remedies at law
or equity City may have if Consultant fails to provide or maintain any insurance policies or policy endorsements to the extent and within the time herein required, City may, at its sole option, exercise any of the following remedies, which are alternatives to other remedies City may have and are not the exclusive remedy for Consultant’s breach:
a. Obtain such insurance and deduct and retain the amount of the premiums for such insurance from any sums due under this Agreement; b. Order Consultant to stop work under this Agreement or withhold any payment that becomes due to Consultant hereunder, or both stop work and withhold any payment, until Consultant demonstrates compliance with the requirements hereof; and/or c. Terminate this Agreement.
Section 5. INDEMNIFICATION.
5.1 Indemnification for Professional Liability. Where the law establishes a professional standard of care for performance of the Services, to the fullest extent permitted by law, Consultant shall indemnify, protect, defend (with counsel selected by City), and hold harmless City and any and all of its officers, employees, officials, volunteers, and agents from and against any and all claims, losses, costs, damages, expenses, liabilities, liens, actions, causes of action (whether in tort, contract, under statute, at law, in equity, or otherwise) charges, awards, assessments, fines, or penalties of any kind (including reasonable consultant and expert fees and expenses of investigation, costs of whatever kind and nature and, if Consultant fails to provide a defense for City, the legal costs of counsel retained by City) and any judgment (collectively, “Claims”) to the extent same are caused in whole or in part by any negligent or wrongful act, error, or omission of Consultant, its officers, agents, employees, or subcontractors (or any entity or individual that Consultant shall bear the legal liability thereof) in the performance of professional services under this Agreement.
5.2 Indemnification for Other than Professional Liability.
Other than in the performance of professional services and to the full extent permitted by law, Consultant shall indemnify, protect, defend (with counsel selected by City), and hold harmless City, and any and all of its officers, employees, officials, volunteers, and agents from and against any and all Claims, where the same arise out of, are a consequence of, or are in any way attributable to, in whole or in part, the performance of this Agreement by Consultant or by any individual or entity for which
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Consultant is legally liable, including but not limited to officers, agents, employees or subcontractors of Consultant.
5.3 Limitation of Indemnification for Design
Professionals. Notwithstanding any provision of this Section 5 to the contrary, design professionals, as that term is defined in Civil Code Section 2782.8, are required to defend and indemnify City only to the extent permitted by Civil Code Section 2782.8. The term “design professional” as defined in Section 2782.8, is limited to licensed architects, licensed landscape architects, registered professional engineers, professional land surveyors, and the business entities that offer such services in accordance with the applicable provisions of the California Business and Professions Code. This Subsection 5.3 shall only apply to Consultant if Consultant is a “design professional” as that term is defined in Civil Code Section 2782.8.
5.4 Limitation of Indemnification. The provisions of this Section 5 do not apply to claims occurring as a result of City’s sole or active negligence. The provisions of this Section 5 shall not release City from liability arising from gross negligence or willful acts or omissions of City or any and all of its officers, officials, employees, and agents acting in an official capacity.
SECTION 6. INDEPENDENT CONTRACTOR.
At all times during the term of this Agreement, Consultant shall be an independent contractor and shall not be an employee of City. City shall have the right to control Consultant only insofar as the results of the Services rendered pursuant to this Agreement and assignment of personnel pursuant to Subsection 1.3; however, otherwise City shall not have the right to control the means by which Consultant accomplishes the Services rendered pursuant to this Agreement. The personnel performing the Services under this Agreement on behalf of Consultant shall at all times be under Consultant’s exclusive direction and control. Consultant shall not at any time or in any manner represent that it is or any of its officers, employees, or agents are in any manner officers, officials, employees, or agents of City. Consultant shall not incur or have the power to incur any debt, obligation, or liability whatever against City, or bind City in any manner. Except for the fees paid to Consultant as provided in this Agreement, City shall not pay salaries, wages, or other compensation to Consultant for performing the Services hereunder for City. City shall not be liable for compensation or indemnification to Consultant for injury or sickness arising out of performing the Services hereunder. Notwithstanding any other City, state, or federal policy, rule, regulation, law, or ordinance to the contrary, Consultant and any of its employees, agents, and subcontractors providing services under this Agreement shall not qualify for or become entitled to any compensation, benefit, or any incident of employment by City, including but not limited to eligibility to enroll in the California Public Employees Retirement System (“PERS”) as an employee of City and entitlement to any contribution to be paid by City for employer contributions and/or employee contributions for PERS benefits.
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SECTION 7. LEGAL REQUIREMENTS.
7.1 Governing Law. The laws of the State of California
shall govern this Agreement.
7.2 Compliance with Applicable Laws. Consultant and
any subcontractor shall comply with all applicable local, state, and federal laws and regulations applicable to the performance of the work hereunder. Consultant shall not hire or employ any person to perform work within City or allow any person to perform the Services required under this Agreement unless such person is properly documented and legally entitled to be employed within the United States. Consultant acknowledges and agrees that it shall be independently responsible for reviewing the applicable laws and regulations and effectuating compliance with such laws. Consultant shall require the same of all subcontractors.
7.3 Prevailing Wages. Consultant acknowledges and
agrees that it shall be independently responsible for reviewing the applicable prevailing wage laws and regulations and effectuating compliance with such laws, including, but not limited to the prevailing wage and related requirements set forth in this Subsection 7.3.
Consultant shall bear all risks of payment or non-payment of prevailing wages under California law and/or the implementation of Labor Code Section 1781, as the same may be amended from time to time, and/or any other similar law.
a. Public Work. Consultant hereby expressly acknowledges and agrees that City has never previously affirmatively represented to Consultant, its employees or agents in writing or otherwise that the Services are not a “public work,” as defined in Section 1720 of the Labor Code. It is agreed by the Parties that, in connection with the development, construction (as defined by applicable law) and operation of the Services, including, without limitation, any public work (as defined by applicable law), if any, Consultant shall bear all risks of payment or non-payment of state and/or federal prevailing wages and/or the implementation of Labor Code Sections 1726 and 1781, as the same may be enacted, adopted or amended from time to time, and/or any other provision of law. To the extent applicable, City will enforce all penalties required by law for Consultant’s failure to pay prevailing wages.
b. Labor Code of California. The Consultant’s attention is directed to Division 2, Part 7, Chapter 1 of the Labor Code of the State of California and especially to Article 2 (Wages); and Article 3 (Working Hours), thereof. (i) In accordance with Sections 1773 and 1773.2 of the
Labor Code, City has found and determined the general prevailing rates of wages in the locality in which the public work is to be performed are those determined by the Director of Industrial Relations and available at https://www.dir.ca.gov/OPRL/2022- 1/PWD/Southern.html. Copies of the prevailing rates of wages are maintained with City’s
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principal office and are available to any interested party on request. Consultant shall post a copy of the prevailing rate of per diem wages at each job site. (ii) Consultant is aware of and will comply with the
provisions of Labor Code Section 1776, including the keeping of payroll records and furnishing certified copies thereof in accordance with said Section. Pursuant to Labor Code Section 1771.4, Consultant must submit certified payroll records to the Labor Commissioner using the Department of Industrial Relations’ electronic certified payroll reporting (eCPR) system.
(iii) Pursuant to Labor Code Section 1810, it is stipulated hereby that eight (8) hours labor constitutes a legal day’s work hereunder. (iv) Pursuant to Labor Code Section 1815, work performed by employees of contractors in excess of eight (8) hours per day, and 40 hours during any one week, shall be permitted upon public work upon compensation for all hours worked in excess of eight (8) hours per day at not less than 1 ½ times the basic rate of pay.
(v) Pursuant to Labor Code Section 1813, it is stipulated hereby that Consultant shall, as a penalty to City, forfeit twenty-five dollars ($25) for each worker employed in the execution of this Agreement by Consultant or by any subcontractor hereunder for each calendar day during which such worker is required or permitted to work more than eight (8) hours in any one calendar day and forty (40) hours in any one (1) calendar week in violation of the provisions of Article 3 (commencing with Section 1810), Chapter 1, Part 7, Division 2 of the Labor Code. (vi) Consultant is aware of and will comply with the
provisions of Labor Code Sections 1777.5 and 1777.6 with respect to the employment of apprentices. Pursuant to Section 1777.5 it is hereby stipulated that Consultant will be responsible for obtaining compliance therewith on the part of any and all sub-consultants or subcontractors employed by Consultant in connection with this Agreement. (vii) Pursuant to Labor Code Section 1775, it is hereby stipulated that Consultant shall, as a penalty to City, forfeit not more than two-hundred dollars ($200) for each calendar day, or portion thereof, for each worker paid less than the prevailing rates as determined by the Director of Industrial Relations for the work or craft in which the worker is employed for the Services by Consultant or any sub-consultant or subcontractor.
c. Bidding Eligibility. Pursuant to Labor Code Section 1771.1, no contractor or subcontractor (or consultant or subconsultant) may be listed on a bid proposal for a public works project unless registered with the Department of Industrial Relations.
d. DIR Monitoring. Pursuant to Labor Code Section 1771.4, Consultant is hereby notified that this project is subject to compliance monitoring and enforcement by the Department of Industrial Relations.
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e. Indemnification Related to Prevailing Wages. Section 5, Indemnification, specifically encompasses Claims arising from or related to (i) the noncompliance by Consultant or any party performing the Services of any applicable local, state, and/or federal law, including, without limitation, any applicable federal and/or state labor laws (including, without limitation, the requirement to pay state prevailing wages and hire apprentices); (ii) the implementation of Labor Code Sections 1726 and 1781, as the same may be amended from time to time, or any other similar law; and/or (iii) failure by Consultant or any party performing the Services to provide any required disclosure or identification as required by Labor Code Section 1781, as the same may be amended from time to time, and/or any other similar law.
7.4 Licenses and Permits, Fees and Assessments.
Consultant represents, warrants, and covenants to City that Consultant and its employees, agents, and any subcontractors have all licenses, permits, qualifications, and approvals of whatsoever nature that are legally required to practice their respective professions, and perform the Services. Consultant represents, warrants, and covenants to City that Consultant and its employees, agents, and subcontractors shall, at their sole cost and expense, keep in effect at all times during the term of this Agreement any licenses, permits, and approvals that are legally required to practice their respective professions, and perform the Services. In addition to the foregoing, Consultant and any subcontractors shall obtain and maintain during the term of this Agreement valid business licenses from City. Consultant shall have the sole obligation to pay for any fees, assessments, and taxes, plus applicable penalties and interest, which may be imposed by law and arise from or are necessary for Consultant’s performance of the Services, and shall indemnify, defend and hold harmless City, its officers, employees or agents of City, against any such fees, assessments, taxes, penalties or interest levied, assessed, or imposed against City hereunder.
7.5 Conflicts of Interest, Political Reform Act.
Consultant represents, warrants, and covenants that Consultant presently has no interest, direct or indirect, which would interfere with or impair in any manner or degree the performance of Consultant’s obligations and responsibilities under this Agreement. Consultant further agrees that while this Agreement is in effect, Consultant shall not acquire or otherwise obtain any interest, direct or indirect, that would interfere with or impair in any manner or degree the performance of Consultant’s obligations and responsibilities under this Agreement. Consultant acknowledges that pursuant to the provisions of the Political Reform Act (Government Code Section 87100 et seq.), City may determine the Consultant to be a “consultant” as that term is defined by 2 California Code of Regulations Section 18700.3. In the event City makes such a
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determination, Consultant agrees to complete and file a “Statement of Economic Interest” with the City Clerk to disclose such financial interests as required by City. In such event, Consultant further agrees to require any other person doing work under this Agreement to complete and file a “Statement of Economic Interest” to disclose such other person’s financial interests as required by City.
7.6 Annual Appropriation of Funding. In accord with
Article 16 Section 18 of the California Constitution, payment of compensation under this Agreement is contingent upon annual appropriation of funds by City for that purpose. Consultant acknowledges and agrees that to the extent that the Services extend beyond one (1) fiscal year, payment for such Services is expressly conditioned on City’s annual appropriation of funds for such Services for each year. If no funds are appropriated then this Agreement shall be terminated. City pledges and agrees to process such appropriation requests annually and in good faith. Nothing in this Subsection shall be construed to limit the right of either Party to terminate this Agreement as provided herein.
SECTION 8. TERMINATION AND MODIFICATION.
8.1 Termination. City may cancel this Agreement at any
time and without cause upon written notification to Consultant.
8.2 Termination by Consultant. Consultant may cancel
this Agreement upon 30 days’ written notice to City.
8.3 Consequences of Termination. In the event of
termination, Consultant shall be entitled to compensation for the Services performed up to the date of termination; City, however, may condition payment of such compensation upon Consultant delivering to City any or all documents, photographs, computer software, video and audio tapes, and other materials provided to Consultant or prepared by or for Consultant or City in connection with this Agreement.
8.4 Extension. City may, in its sole and exclusive
discretion, extend the end date of this Agreement beyond that provided for in Subsection 1.1. Any such extension shall require a written amendment to this Agreement, as provided for herein. Consultant understands and agrees that, if City grants such an extension, City shall have no obligation to provide Consultant with compensation beyond the maximum amount provided for in this Agreement. Similarly, unless authorized by the Contract Administrator, City shall have no obligation to reimburse Consultant for any otherwise reimbursable expenses incurred during the extension period.
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8.5 Amendments. The Parties may amend this
Agreement only by a writing signed by all the Parties.
8.6 Assignment and Subcontracting. City and
Consultant recognize and agree that this Agreement contemplates personal performance by Consultant and is based upon a determination of Consultant’s unique personal competence, experience, and specialized personal knowledge. Moreover, a substantial inducement to City for entering into this Agreement was and is the professional reputation and competence of Consultant. Consultant may not assign this Agreement or any interest therein without the prior written approval of the Contract Administrator. Consultant shall not subcontract any portion of the performance contemplated and provided for herein, other than to the subcontractors noted in Consultant’s proposal, without prior written approval of the Contract Administrator. In the event that key personnel leave Consultant’s employ, Consultant shall notify City immediately.
8.7 Survival. All obligations arising prior to the
expiration or termination of this Agreement and all provisions of this Agreement allocating liability between City and Consultant shall survive the expiration or termination of this Agreement.
8.8 Options upon Breach by Consultant. If Consultant
materially breaches any of the terms of this Agreement, City's remedies shall include, but not be limited to, any or all of the following:
a. Immediately terminate this Agreement;
b. Retain the plans, specifications, drawings, reports, design documents, and any other work product prepared by Consultant pursuant to this Agreement;
c. Retain a different consultant to complete the Services described in Exhibit A; and/or
d. Charge Consultant the difference between the cost
to complete the Services described in Exhibit A that is unfinished at the time of breach and the amount that City would have paid Consultant pursuant to Section 2 if Consultant had completed
SECTION 9. KEEPING AND STATUS OF RECORDS.
9.1 Records Created as Part of Consultant’s
Performance. All reports, data, maps, models, charts, studies, surveys, photographs, memoranda, plans, studies, specifications, records, files, or any other documents or materials, in electronic or any other form that Consultant prepares or obtains pursuant to this Agreement and that relate to the matters covered hereunder shall be the property of City.
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Consultant hereby agrees to deliver those documents to City upon the expiration or termination of this Agreement. It is understood and agreed that the documents and other materials, including but not limited to those described above, prepared pursuant to this Agreement are prepared specifically for City and are not necessarily suitable for any future or other use. Any use of such documents for other projects by City shall be without liability to Consultant. City and Consultant agree that, until final approval by City, all data, plans, specifications, reports, and other documents are confidential and will not be released to third parties without prior written consent of both Parties unless required by law.
Consultant understands and agrees that it may be required to provide documents to the City to be produced in response to a Public Records Act request.
9.2 Licensing of Intellectual Property. This Agreement
creates a non-exclusive and perpetual license for City to copy, use, modify, reuse, or sublicense any and all copyrights, designs, rights of reproduction, and other intellectual property embodied in plans, specifications, studies, drawings, estimates, test data, survey results, models, renderings, and other documents or works of authorship fixed in any tangible medium of expression, including but not limited to, physical drawings, digital renderings, or data stored digitally, magnetically, or in any other medium, which are prepared or caused to be prepared by Consultant under this Agreement (“Documents and Data”). Consultant shall require all subcontractors to agree in writing that City is granted a non-exclusive and perpetual license for any Documents and Data the subcontractor prepares under this Agreement. Consultant represents and warrants that Consultant has the legal right to license any and all Documents and Data. Consultant makes no such representation and warranty in regard to Documents and Data which were prepared by design professionals other than Consultant or provided to Consultant by the City. City shall not be limited in any way in its use of the Documents and Data at any time, provided that any such use not within the purposes intended by this Agreement shall be at City’s sole risk.
9.3 Consultant’s Books and Records. Consultant shall
maintain any and all ledgers, books of account, invoices, vouchers, canceled checks, and other records or documents evidencing or relating to charges for the Services or expenditures and disbursements charged to City under this Agreement for a minimum of three (3) years, or for any longer period required by law, from the date of final payment to Consultant under this Agreement. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible.
9.4 Inspection and Audit of Records. Any records or
documents that Subsection 9.3 of this Agreement requires Consultant to maintain shall be made available for inspection, audit, and/or copying at
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any time during regular business hours, upon oral or written request of City. Under California Government Code Section 8546.7, if the amount of public funds expended under this Agreement exceeds TEN THOUSAND DOLLARS ($10,000.00), this Agreement shall be subject to the examination and audit of the State Auditor, at the request of City or as part of any audit of City, for a period of three (3) years after final payment under this Agreement.
SECTION 10. MISCELLANEOUS PROVISIONS.
10.1 Attorneys’ Fees. If either Party to this Agreement brings any action, including an action for declaratory relief, to enforce or interpret the provision of this Agreement, the prevailing Party shall be entitled to reasonable attorneys’ fees and expenses including costs, in addition to any other relief to which that Party may be entitled; provided, however, that the attorneys’ fees awarded pursuant to this Subsection shall not exceed the hourly rate paid by City for legal services multiplied by the reasonable number of hours spent by the prevailing Party in the conduct of the litigation. The court may set such fees in the same action or in a separate action brought for that purpose.
10.2 Venue. In the event that either Party brings any
action against the other under this Agreement, the Parties agree that trial of such action shall be vested exclusively in Orange County.
10.3 Severability. If any provision of this Agreement is held invalid, the remainder of this Agreement shall not be affected thereby and all other parts of this Agreement shall nevertheless be in full force and effect.
10.4 Section Headings and Subheadings. The section
headings and subheadings contained in this Agreement are included for convenience only and shall not limit or otherwise affect the terms of this Agreement.
10.5 No Implied Waiver of Breach. Waiver by any Party
to this Agreement of any term, condition, or covenant of this Agreement shall not constitute a waiver of any other term, condition, or covenant.
Waiver by any Party of any breach of the provisions of this Agreement shall not constitute a waiver of any other provision or a waiver of any subsequent breach or violation of any provision of this Agreement.
Acceptance by City of any work or services by Consultant shall not constitute a waiver of any of the provisions of this Agreement. No delay or omission in the exercise of any right or remedy by a non-defaulting Party on any default shall impair such right or remedy or be construed as a waiver. Any waiver by either Party of any default must be in writing and shall not be a waiver of any other default concerning the same or any other provision of this Agreement.
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10.6 Successors and Assigns. The provisions of this
Agreement shall inure to the benefit of and shall apply to and bind the successors and assigns of the Parties.
10.7 Consultant Representative. All matters under this
Agreement shall be handled for Consultant by «Consultant_Contact» (“Consultant’s Representative”). The Consultant’s Representative shall have full authority to represent and act on behalf of Consultant for all purposes under this Agreement. The Consultant’s Representative shall supervise and direct the Services, using his best skill and attention, and shall be responsible for all means, methods, techniques, sequences, and procedures and for the satisfactory coordination of all portions of the Services under this Agreement.
10.8 City Contract Administration. This Agreement shall be administered by a City employee, «Staff_Contact», «Staff_Title» (“Contract Administrator”). All correspondence shall be directed to or through the Contract Administrator or his designee. The Contract Administrator shall have the power to act on behalf of City for all purposes under this Agreement. Unless otherwise provided in this Agreement, Consultant shall not accept direction or orders from any person other than the Contract Administrator or his designee.
10.9 Notices. Any written notice to Consultant shall be sent to:
«Consultant»
Attn: «Consultant_Contact»
«Address»
«City», «State» «Zip_Code»
Any written notice to City shall be sent to the Contract Administrator at:
City of Yorba Linda
4845 Casa Loma Ave
Yorba Linda, CA 92886
Attn: «Staff_Contact», «Staff_Title»
with a copy to:
City Clerk
City of Yorba Linda
4845 Casa Loma Ave
Yorba Linda, CA 92886
10.10 Professional Seal. Where applicable in the
determination of the Contract Administrator, the first page of a technical report, first page of design specifications, and each page of construction drawings shall be stamped/sealed and signed by the licensed
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professional responsible for the report/design preparation. The stamp/seal shall be in a block entitled “Seal and Signature of Registered Professional with report/design responsibility,” as in the following example.
__________________________________________
Seal and Signature of Registered Professional with
report/design responsibility.
10.11 Rights and Remedies. Except with respect to rights and remedies expressly declared to be exclusive in this Agreement, the rights and remedies of the Parties are cumulative and the exercise by either Party of one or more of such rights or remedies shall not preclude the exercise by it, at the same or different times, of any other rights or remedies for the same default or any other default by the other Party.
10.12 Integration. This Agreement, including the scope of services attached hereto and incorporated herein as Exhibit A, represents the entire and integrated agreement between City and Consultant and supersedes all prior negotiations, representations, or agreements, either written or oral. The terms of this Agreement shall be construed in accordance with the meaning of the language used and shall not be construed for or against either Party by reason of the authorship of this Agreement or any other rule of construction which might otherwise apply.
10.13 Counterparts. This Agreement may be executed in
multiple counterparts, each of which shall be an original and all of which together shall constitute one agreement.
10.14 Execution of Contract. The persons executing this Agreement on behalf of each of the Parties hereto represent and warrant that (i) such Party is duly organized and existing, (ii) they are duly authorized to execute and deliver this Agreement on behalf of said Party, (iii) by so executing this Agreement, such Party is formally bound to the provisions of this Agreement, and (iv) that entering into this Agreement does not violate any provision of any other agreement to which said Party is bound.
10.15 Nondiscrimination. Consultant covenants that, by
and for itself, its heirs, executors, assigns, and all persons claiming under or through them, that in the performance of this Agreement there shall be no discrimination against or segregation of, any person or group of persons on account of any impermissible classification including, but not limited to, race, color, creed, religion, sex, marital status, sexual orientation, national origin, or ancestry.
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10.16 No Third-Party Beneficiaries. There are no intended third-party beneficiaries under this Agreement and no such other third parties shall have any rights or obligations hereunder.
10.17 Nonliability of City Officers and Employees. No
officer, official, employee, agent, representative, or volunteer of City shall be personally liable to Consultant, or any successor in interest, in the event of any default or breach by City or for any amount which may become due to Consultant or to its successor, or for breach of any obligation of the terms of this Agreement.
10.18 No Undue Influence. Consultant declares and
warrants that no undue influence or pressure is used against or in concert with any officer or employee of City in connection with the award, terms or implementation of this Agreement, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of City shall receive compensation, directly or indirectly, from Consultant, or from any officer, employee, or agent of Consultant, in connection with the award of this Agreement or any work to be conducted as a result of this Agreement.
10.19 No Benefit to Arise to City Employees. No member, officer, or employee of City, or their designees or agents, and no public official who exercises authority over or has responsibilities with respect to this Agreement during his/her tenure or for one (1) year thereafter, shall have any interest, direct or indirect, in any agreement or subagreement, or the proceeds thereof, for the Services to be performed under this Agreement.
[Signatures on Following Page]
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IN WITNESS WHEREOF, the Parties hereto have executed and entered into this Agreement as of the Effective Date.
CITY OF YORBA LINDA
«City_Signature»
Attest:
Marcia Brown, City Clerk
Approved as to Form:
Todd Litfin, City Attorney
CONSULTANT
«Consultant_Signature_1»
«Consultant_Signature_2»
[Note: 2 officer’s signatures required if
Consultant is a corporation, unless
provided with a certificate of secretary inlieu]
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EXHIBIT A
SCOPE OF SERVICES
Services shall include «Contract_Title» services in the amount not to exceed «CONTRACT_AMOUNT_SPELLED_OUT» («Contract_Amount») as further detailed in the following page(s).
[ATTACH SCOPE OF WORK AND OTHER DETAILS SPECIFIC TO THE PROJECT]
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EXHIBIT B
COMPENSATION
[INSERT HOURLY RATE FOR SERVICE]
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APPENDIX B
PROPOSAL WORKSHEET
RFP – CITY OF YORBA LINDA SENIOR MOBILITY PROGRAM
The intent of this proposal is to contract with an experienced transportation vendor to execute the City of Yorba Linda’s Senior Mobility Program. The period of this contract covers June 1, 2026 through June 30, 2028. The contract may also be extended for three (3) additional one (1) year periods upon written approval between the City and company.
Firm Information
Firm Name:
Firm Parent or Ownership:
Firm Address:
Firm Telephone Number:
Firm Fax Number:
Number of years in existence:
Management Contact (person responsible for direct contact with the City of Yorba Linda and services required for this Request for Proposal):
Name: Title:
Telephone Number: Fax:
Email:_______________________________
Project Manager (Person responsible for day-to-day servicing of the account):
Name: Title:
Telephone Number: Fax:
Email:_______________________________
Types of services provided by the firm:
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Pricing Information
The fees identified below are for transportation services for specific distances traveled. All one-way trips within each range will be charged the same fee.
Fees for providing transportation services
Range Starting Mileage Ending Mileage Trip Fee
Range 1 $
Range 2 $
Range 3 $
Range 4 $
Range 5 $
Range 6 $
Range 7 $
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APPENDIX C
CERTIFICATION OF PROPOSAL TO THE CITY OF YORBA LINDA
1. The undersigned hereby submits its proposal and, by doing so, agrees to furnish services to the City in accordance with the Request for Proposal (RFP), dated March 2, 2026, and to be bound by the terms and conditions of the RFP.
2. This firm has carefully reviewed its proposal and understands and agrees that the City is not responsible for any errors or omissions on the part of the proposer and that the proposer is responsible for them.
3. It is understood and agreed that the City reserves the right to accept or reject any or all proposals and to waive any informality or irregularity in any proposal received by the City.
4. The proposal includes all of the commentary, figures and data required by the Request for Proposal, dated March 2, 2026.
5. This firm has carefully read and fully understands all of the items contained in Section F, Proposal Requirements. This firm agrees to all of the general requirements except for those disclosed by the firm in project proposal, listed on an attachment.
6. The proposal shall be valid for 90 days from March 26, 2026.
Name of Firm:
By:
(Authorized Signature)
Type Name:
Title:
Date:
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PARKS AND RECREATION DEPARTMENT
DATE: MAY 19, 2026
TO: HONORABLE MAYOR AND MEMBERS OF THE CITY COUNCIL
FROM: MIKE KUDRON, DIRECTOR OF PARKS AND RECREATION
PREPARED BY: BRAD SKEENE, PARKS AND FACILITIES
SUPERINTENDENT
SUBJECT: APPROVE AN AGREEMENT FOR THE REPLACEMENT OF THE WALK-IN
COOLER AT BLACK GOLD GOLF CLUB
RECOMMENDATION
1. Approve plans and specifications for the Black Gold Golf Club Walk-in Cooler Project.
2. Approve an agreement with Procon Development, Inc. for construction of the Project for $372,100 and authorize a contingency of $37,210.
DISCUSSION
The walk-in cooler at Black Gold Golf Club is over 20 years old and has reached the end of its useful life. The recommended project will install a larger cooler to support increased demand for food and beverage operations and renovate the kitchen to accommodate the larger cooler.
The City conducted a competitive bidding process and solicited proposals from 13 firms.
The lowest responsive bidder was Procon Development Inc. for $372,000. Procon Development’s licenses, references and other documents are in order. Information regarding all the bids the City received is attached.
FISCAL IMPACT
Sufficient funding is available in the Capital Improvement Program (PR261001).
ALTERNATIVES
Do not approve the agreement and provide direction.
AWARD CONTRACT FOR BLACK GOLD WALK-IN COOLER PROJECT
P a g e | 2
ATTACHMENTS
Attachment 1 - BGGC Walk-in Bid Package 3-2026
Attachment 2 - Contractor Services Agreement
Attachment 3 - Bids Received List
REQUEST FOR PROPOSALS
BLACK GOLD GOLF CLUB
WALK-IN COOLER PROJECT
DEPARTMENT OF PARKS AND RECREATION
RFP Circulation Date:
March 2026
Proposals Submission Deadline:
No later than 9:00 AM (PST), Thursday, April 16, 2026
City of Yorba Linda
City Clerk’s Office
4845 Casa Loma Avenue
Yorba Linda, California 92886
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 2 City of Yorba Linda
Request for Proposals
Black Gold Golf Club
Walk-In Cooler Project
Table Of Contents
Page
Notice Inviting Bids..................................................................................................... 4 A. Objective....................................................................................................................... 6 B. Proposal Due Date.................................................................................................... 6 C. RFP Inquiries................................................................................................................ 6 D. About The City ............................................................................................................. 6 E. Scope Of Work …………………............................................................................... 7 F. Procedure For Submitting Project Proposals ………………..………………….. 7 G. Data To Be Submitted With Project Proposals...................................................... 7 H. Start And Completion Of Work......................................................................... 8 I. General Requirements & Additional Information.................................................... 9
1. Personnel.................................................................................................... 9
2. Right to Extend Deadline and Request Additional Information................... 9
3. Proposal Interpretations and Addenda.........................................................9
4. Exceptions .................................................................................................. 9
5. Applicable Laws Shall Apply........................................................................ 9
6. Collusion Among Respondents.................................................................. 9
7. Expenses Incurred and Public Record...................................................... 10
8. Late Submissions and Nonconforming Terms and Conditions................ 10
9. Withdrawal of Proposal.......................................... ..................................10
10. Withdrawal of Request for Proposal........................................................ 10
11. Conflict of Interest................................................................................... 10
12. Confidential Information........................................................................... 10 Proposal……………………………………………………………………………………….. 12
General Specifications………………………………………………………………………. 24
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 3 City of Yorba Linda
Request for Proposals
Black Gold Golf Club
Walk-In Cooler Project
Table Of Contents
General Plans
Agreement
Walk-in Refrigeration Structural and Refrigeration Calculations
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 4 City of Yorba Linda
Notice Inviting Bids
Black Gold Golf Club
Walk-In Cooler Project
PUBLIC NOTICE IS HEREBY GIVEN that the City of Yorba Linda, as AGENCY, invites sealed bids for the above-stated project and will receive such bids in the offices of the City Clerk up to the hour of 9:00 a.m. on the 16thth day of April 2026 at which time they will be publicly opened and read aloud.
The Contract Bid shall be submitted in a sealed envelope marked on the outside with the project title:
“Sealed Bid for Black Gold Golf Club Walk-In Cooler Project”, and the Bidder’s name.
The work generally consists of, but not limited to, site clearing, site demolition, electrical, plumbing site construction, walk-in cooler installation, painting and flooring.
This is a Public Works project and is subject to award to the lowest bidder. This contract is structured like a Public Works contract. The award of this contract will be made at the discretion of the City, based on the evaluation of the proposal and the cost contained in the proposals submitted by contractors with responsive bids.
Proposal documents are available by contacting Kelly Ridenour at [email protected].
A pre-bid job site inspection is scheduled for Thursday, April 2, 2026, at 9am at the job site, Black Gold Golf Club, 1 Black Gold Drive, Yorba Linda, CA 92886.
No bid will be received unless it is made on the enclosed bid forms. Each bid must be accompanied by cash, certified or cashier's check, or bond guarantee made payable to the City of Yorba Linda, for an amount equal to at least ten percent (10%) of the amount proposed; such guarantee to be forfeited should the firm to whom the contract is awarded fail to enter into the contract. All such guarantees will be held until the contract has been entered into.
The City reserves the right, after opening bids, to reject any or all bids, to delete portions of the work, or to make award to the lowest responsible bidder and reject all other bids; to waive any informality in the bidding; and to accept any bid or portion thereof; and to take all bids under advisement for a period of forty-five (45) days. Bids will be compared on the basis of the several items of work as shown on the Bid Sheets. Only such Plans, Specifications, and items of work as are appropriate shall apply to the work as bid.
At the time of contract award, the Contractor shall possess a State of California Class A or B Contractor’s License for the work. All subcontractors shall have equivalent licenses for their specific trades. The Contractor and all subcontractors shall have a valid City of Yorba Linda business license prior to commencing any work.
AGENCY reserves the right to reject bond if, in the opinion of the AGENCY Attorney, the Surety's acknowledgment is not in the form included in the contract documents or in another form substantially as prescribed by law.
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 5 In accordance with provisions of Section 1773.2 (amended 1977) of the California Labor Code, copies of the prevailing rate of per diem wages as determined by the State Director of Industrial Relations are on file in the office of the City Clerk of the City of Yorba Linda. It shall be mandatory upon the CONTRACTOR to whom the contract is awarded and upon any subcontractor under him to pay not less than said specified rates to all workmen employed by them in the execution of the contract.
The City of Yorba Linda hereby notifies all bidders that it will affirmatively ensure that in any contract entered into pursuant to this advertisement, Disadvantaged Business and Women's Business Enterprises will be afforded the opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, creed, color, or national origin in consideration for an award.
Dated this ______ day of _____________, 2026.
By: ____________________________________
Marcia Brown
City Clerk
City of Yorba Linda
4845 Casa Loma Ave.
Yorba Linda, California 92886
714-961-7160
First Legal Advertisement:
Second Legal Advertisement:
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 6 City of Yorba Linda
Request for Proposals
Black Gold Golf Club
Walk-In Cooler Project
A. OBJECTIVE KEY PROJECT ELEMENTS
The City of Yorba Linda is requesting proposals from experienced construction firms. This Request for Proposal (RFP) provides information for construction firms to create and submit a proposal to provide professional services.
The work to be conducted hereunder includes but is not limited to site clearing, site demolition, electrical, plumbing site construction, walk-in cooler installation, painting and flooring.
B. PROPOSAL DUE DATE
Responses to this RFP are to be received no later than 9:00AM (PST) on April 16, 2026, to the City Clerk’s Office located at 4845 Casa Loma Avenue, Yorba Linda, CA 92886. Details of full submittal requirements are detailed in Section I of the RFP. It is the sole responsibility of the proposing firm to ensure that proposals are received prior to the closing time as late bids and non-responsive bids will not be accepted. Responses must conform to the requirements of this Request for Proposal (“RFP”). The City reserves the right to waive any irregularity in any proposal or to reject any proposal which does not comply with this RFP. Modifications to the RFP, including, but not limited to the scope of work, can be made only by written addenda issued by the City.
Selection of the firm will be made solely by the City on criteria determined by the City. By submitting a project proposal, the firm agrees to all of the terms of the RFP, unless exceptions to the RFP or Agreement are stated by the firm in its project proposal. The successful firm will also be required to enter into an Agreement (See Appendix B) which includes the requirements of this RFP.
C. RFP INQUIRIES
All inquiries, questions, and requests for information related to this Request for Proposals should be directed to Brad Skeene, Parks and Facilities Superintendent via email at [email protected] and will only be accepted through 9:00AM (PST) on April 7, 2026.
D. ABOUT THE CITY
The City of Yorba Linda is located in Orange County, California and is home of the Nixon Presidential Library and Museum. The City is located 25 miles southeast of Los Angeles and is situated in the Southern California Coastal region, 35 miles north of San Diego and 18 miles inland from the Orange County beaches. The population is approximately 67,900, with the median housing value estimated at $884,900 and the median household income at $137,011. The City has a total area of 20 square miles and approximately 22,252 housing units with an average household size of 2.97 persons and average family size of 3.29 persons. The City was incorporated in 1967 and operates under the Council/Manager form of government. The five members of the City Council are elected at-large, who serve staggered four-year terms, with the Mayor being appointed annually
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 7 by the Council Members. The City Council meets on the first and third Tuesdays of each month. The City of Yorba Linda’s fiscal year begins on July 1 and ends on June 30.
E. SCOPE OF WORK
The work to be conducted hereunder includes but is not limited to site clearing, site demolition, electrical, plumbing site construction, walk-in cooler installation, painting and flooring.
F. PROCEDURE FOR SUBMITTING PROJECT PROPOSALS
Proposals must be received at City Hall no later than 9:00AM (PST) on April 16, 2026. Proposals received in the mail after this specified date and time, regardless of the date of their postmarks, will be rejected. Proposals must address the requirements of the RFP in the exact order set forth in Section G. They should be as concise as possible and must not contain any promotional, advertising, or display material.
G. DATA TO BE SUBMITTED WITH PROJECT PROPOSALS
This section defines the proposal format to be used by respondents. All proposals shall be submitted in the format outlined below. Any proposal that does not, in the sole opinion of the City, comply with the requirements, may be rejected.The City of Yorba Linda will receive competitive proposals from firms having specific experience and qualifications in the areas identified in this RFP. Under competitive negotiation procedures, the terms of the service contract, the price of the service, the method of service delivery, and the conditions of performance are all negotiable. A negotiated contract will be awarded to the firm that best meets the proposed needs at a reasonable price, not necessarily at the lowest price. The content and sequence of the information contained in each copy of the proposal shall be as follows:
1. Bids shall be clearly labeled “Bid for Black Gold Golf Club Walk-In Cooler Project” and include the Bidder’s name, and shall be submitted to:
City Clerk’s Office
City of Yorba Linda
4845 Casa Loma Ave.
Yorba Linda, CA 92886
2. The Bid shall be submitted no later than 9:00AM (PST) on April 16, 2026. Any bids submitted after that time will not be accepted.
3. Bids shall be made upon the Bid Forms contained herein. All items shall be properly filled in; numbers shall be stated both in longhand and in figures. The signatures shall be in longhand.
The completed Form shall be without alterations, interlineations, or erasures. If the bid is made by an individual, his name and mailing address must be shown. If made by a firm or partnership, the mailing address of each principal of the firm or partnership must be shown.
If made by a corporation, the proposal must show the name of the state under the laws of
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 8 which the corporation was chartered and the names, titles, and business addresses of the president, secretary, and treasurer.
4. The Contractor to whom the award is made will be required to execute a Contract with the City in the form provided with this Notice Inviting Bids. The Specifications, Addenda, and such other documents, correspondence, or memoranda, which may subsequently be agreed upon in writing by the Contractor and the City, are to be incorporated by reference into this Contract.
5. The bidder shall make his bid with the understanding that the Specification and the applicable drawings are intended to cover all of the work to be done and, unless expressly excluded, any and all labor and materials not indicated therein but which may be necessary to complete any part of the work in a proper, substantial and workmanlike manner are to be furnished by the Contractor without extra charge or cost to the City.
6. The City reserves the right to reject any or all Bids and to waive any technical informality in any Bid.
7. Unless called for, Alternative Bids will not be considered.
8. Modification of Bids already submitted will be considered if received at the office designated in the Invitation for Bid by the time set for opening of bids. Telegraphic modifications will not be considered.
9. Bids shall be accompanied by a certified or cashier’s check or an acceptable surety bond for an amount not less than ten percent (10%) of the Bid, made payable to the order of the City of Yorba Linda. Said check or bond shall be given as a guarantee that the bidder will enter into a contract if awarded the work and in case of refusal or failure to enter into said contract, the check or bond shall be forfeited to the City of Yorba Linda.
10. Before submitting a bid, Contractors shall carefully examine the Specifications and the form of the Contract, shall visit the individual sites of work, and shall fully inform themselves as to all existing conditions and limitations, and shall include in the Bid a sum to cover the cost of all items included in the Specifications and Contract Document.
11. Bids and modifications thereof, if any, shall be delivered to the office of the City Clerk, City of Yorba Linda, County of Orange, California, on or before the day and hour set for the opening of Bids in the Notice Inviting Bids, enclosed in a sealed envelope, and bearing the title of the work and the name of the bidder.
H. START AND COMPLETION OF WORK
The selected firm will be required to enter into the City's Standard Contract Services Agreement (Appendix B) for the project with the City, which must be fully executed by the firm prior to recommendation for contract
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 9 award to the City Council. Upon approval from the City Council, the contract shall start on the date of the City Council meeting that was recommended for approval. The completion date will be set forth withing the Standard Contract Services Agreement.
I. GENERAL REQUIREMENTS & ADDITIONAL INFORMATION
1. Personnel
The Agreement and Letter of Transmittal shall identify the Management Contact (representative authorized to sign an agreement for your firm) and Project Manager (person responsible for day-to-day management of project). The firm may change the Management Contact, Project Manager, and other supporting staff and specialists with prior written permission of the City.
2. Right to Extend Deadline and Request Additional Information The City reserves the right to extend the date by which proposals are due. During the evaluation process, the City also reserves the right, where it may serve the City’s best interest, to request additional information or clarifications from firms, or to allow corrections of errors or omissions. At the discretion of the City, firms submitting proposals may be requested to make oral presentations as part of the evaluation process.
3. Proposal Interpretations and Addenda
Any change to or interpretation of the RFP by the City will be distributed to each firm or individual to whom an RFP has been sent. Additionally, a written addenda will be posted to the City’s website. Any such changes or interpretations shall become a part of the RFP for incorporation into any agreement awarded pursuant to the RFP.
4. Exceptions
A respondent taking exception to any part or section of this solicitation shall indicate such exceptions in a separate section of the submitted proposal and such section shall be entitled “Exception of Conditions.” Failure to indicate any exception will be interpreted as the respondent's intent to comply fully with the requirements of this RFP as written.
5. Applicable Laws Shall Apply
The contract awarded shall be governed in all respects by the laws of the State of California, and any litigation with respect thereto shall be brought in the courts of the State of California. The company awarded the contract shall comply with applicable Federal,State,and local laws and regulations.
6. Collusion Among Respondents
Each respondent, by submitting a proposal, certifies that it is not party to any collusive action or any action that may be in violation of State and Federal law.
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 10
7. Expenses Incurred and Public Record
There is no expressed or implied obligation for the City to reimburse the responding firms for any expenses incurred in preparing proposals in response to this request. Materials submitted by respondents are subject to Public inspection under the California Public Records Act (Government Code Sec. 6250 et seq.), unless exempt. Any language purporting to render the entire proposal confidential or proprietary will be ineffective and will be disregarded.
8. Late Submissions and Nonconforming Terms and Conditions Any proposal received at the place designated in this RFP after the time specified for receipt will not be accepted or considered. Additionally, any proposal that includes terms and conditions that do not conform to the terms and conditions in this RFP is subject to rejection as non-responsive. The City of Yorba Linda reserves the right to permit the respondent to withdraw non-conforming terms and conditions from its proposal prior to action by the Yorba Linda City Council to award a contract.
9. Withdrawal of Proposal
Respondents may withdraw all or any portion of a proposal at any time during and after the review and award process, up to ratification of an agreement between the City of Yorba Linda and the designated agency.
10. Withdrawal of Request for Proposal
The City of Yorba Linda retains at all times the right to cancel or withdraw this RFP, to refuse to accept a proposal from any respondent, and to modify or amend any portion of this RFP.
11. Conflict of Interest
By signing the Agreement, the selected firm declares and warrants that no elected or appointed official, officer or employee of the City has been or shall be compensated, directly or indirectly, in connection with the award of the Agreement or any work for the proposed project. For the term of the Agreement, no elected or appointed official, officer or employee of the City, during the term of his/her service with the City and for two (2) years following his/her termination of office or employment with the City, shall have any direct interest in the Agreement, or obtain any present, anticipated or future material benefit arising therefrom.
12. Confidential Information
The City shall refrain from releasing firm’s proprietary information ("Proprietary Information") unless the City's legal counsel determines that the release of the Proprietary Information is required by the California Public Records Act or other applicable state or federal law, or order of a court of competent jurisdiction, in which case the City shall notify firm of its intention to release Proprietary Information. Firm shall have five (5) working days after receipt of the Release Notice to give City written notice of firm’s objection to the City's release of Proprietary Information.
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 11 Firm shall also indemnify, defend, and hold harmless the City, and its officers, directors, employees, and agents from and against all liability, loss, cost or expense (including attorney’s fees) arising out of a legal action brought to compel the release of Proprietary Information. City shall not release the Proprietary Information after receipt of the Objection Notice unless either: (1) Firm fails to fully indemnify, defend (with City's choice of legal counsel), and hold City harmless from any legal action brought to compel such release; and/or (2) a final and non-appealable order by a court of competent jurisdiction requires that City release such information.
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 12 City of Yorba Linda
Proposal
Black Gold Golf Club
Walk-In Cooler Project
TO CITY OF YORBA LINDA, as AGENCY:
In accordance with AGENCY's "Notice Inviting Sealed 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 sites, Plans, Specifications, Instructions to Bidders, and Contract Documents. If this Proposal is accepted for award, Bidder agrees to enter into a Contract with AGENCY and the unit and/or lump sum prices set forth in the following Proposal Bid Sheet. Bidder understands that failure to enter into a Contract in the manner and time prescribed will result in forfeiture to AGENCY of the Bid Bond accompanying this Proposal.
Bidder understands that a Bid is required for the entire work that the estimated quantities set forth in the Proposal Bid Sheet are solely to comparing Bids, and that final compensation under the Contract will be based upon the actual quantities of work satisfactorily completed. It is agreed that the unit and/or lump sum prices bid include all appurtenant expenses, taxes, royalties, and fees. In the case of discrepancies in the amounts bid, unit prices shall govern over extended amounts.
Bidder agrees and acknowledges that he is aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for Worker's Compensation or to undertake selfinsurance in accordance with the provisions of that code, and that the Bidder will comply with such provisions of that code before commencing the performance of this Contract if awarded to it.
Bidder certifies that, in all previous contracts or subcontracts, all reports which may have been due under the requirements of any Agency, State or Federal equal employment opportunity orders have been satisfactorily filed, and that no such reports are currently outstanding.
Bidder declares in the attached Non-Collusion Affidavit that the only persons or parties interested in this Proposal as principals are those named therein; that no officer, agent or employee of the AGENCY is personally interested, directly or indirectly, in this Proposal; that this Proposal is made without connection to any other individual, firm or corporation making a Bid for the same work; and that this Proposal is in all respects fair and without collusion or fraud.
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 13 Bidder’s Information
Bidder certifies that the following information is true and correct:
Bidder's Name
Business Address
Telephone ( )
State Contractor's License No. and Class
Original Date Issued Expiration Date
Contractor’s DIR no._______________________________________________________ The following are the names, titles, addresses and telephone 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 are as follows:
All current and prior DBA's, alias and/or fictitious business names for any principal having an interest in this Proposal are as follows:
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 14 BIDDER’S NAME
LIST OF SUBCONTRACTORS
BIDDER proposes to subcontract certain portions of the work, and to procure materials and equipment from suppliers and vendors as follows:
Subcontractor name
Address
License No. and Class
Percent of Total Contract
Specific Items of Work
Subcontractor name
Address
License No. and Class
Percent of Total Contract
Specific Items of Work
Subcontractor name
Address
License No. and Class
Percent of Total Contract
Specific Items of Work
Subcontractor name
Address
License No. and Class
Percent of Total Contract
Specific Items of Work
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 15 BIDDER’S NAME
STATEMENT OF TECHNICAL ABILITY AND EXPERIENCE
The Contractor is required to state what work of a similar character to that included in the proposed Contract he has successfully performed, especially for public agencies, and give references which will enable the City to judge his responsibility, experience, skill, and business and financial standing. Detail any involvement, past or current, relative to litigation or other disputes, if any, concerning your performance. ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ________________________________________________________________________________________ ____________________________________________________________________________________
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 16 BIDDER’S NAME
REFERENCES
The following are the names, addresses and telephone numbers for at least three public agencies for which Bidder has performed similar work within the past two years:
DESIGNATION OF SURETIES
The following are the names, address and telephone numbers for all brokers and sureties from whom Bidder intends to procure insurance and bonds:
_________________________ ________________________________________ Date Signature of Contractor
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 17 BIDDER’S NAME
CONTRACTOR'S STATEMENT OF PAST CONTRACT DISQUALIFICATION The Contractor is required to state any and all instances of being disqualified, removed, or otherwise prevented from bidding on or completing any contract for construction or maintenance.
1. Have you ever been disqualified from any contract or has any contract to which you have been a party, been terminated for any reason?
Yes _________ No ___________
2. If yes, explain the circumstances:
(attach additional sheets if necessary)
Date Signature of Contractor
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 18
PROPOSAL
IN WITNESS WHEREOF, Bidder executes and submits this proposal with the names, titles, hands and seals of all forenamed principals this ___________ day of ___________________________, 2026.
BIDDER ___________________________________________________________ __________________________________________________________ __________________________________________________________ __________________________________________________________ __________________________________________________________ Subscribed and sworn to this ______ day of ________________, 2026.
NOTARY PUBLIC ___________________________________________________
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 19
BID BOND
KNOW ALL MEN BY THESE PRESENTS, that
, as BIDDER, and as SURETY, are held and firmly
bound unto THE CITY OF YORBA LINDA as AGENCY, in the penal sum of:
Dollars
($ ), which is ten percent (10%) of the total amount bid by BIDDER to AGENCY 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 AGENCY for the above stated project, if said Bid is rejected, or if said Bid is accepted and a 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 AGENCY.
WITNESS our hands this _______ day of __________________, 2026. (Seal)
_________________________________________
CONTRACTOR (CORPORATION) - TYPE
By: _________________________________________
President
By: _________________________________________
Secretary/Treasurer
NOTE: SIGNATURE OF CORPORATE OFFICIALS MUST BE NOTARIZED.
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 20 BID BOND (PAGE 2)
(seal)
______________________________________
SURETY's Name-Type
_________________________________________
Mailing Address
_________________________________________
By: ______________________________________
Name
______________________________________
Title
NOTE: SIGNATURE OF SURETY OFFICIALS MUST BE NOTARIZED.
BOND APPROVED AS TO FORM:
______________________________________________
City Attorney - CITY OF YORBA LINDA
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 21
NON-COLLUSION AFFIDAVIT
STATE OF CALIFORNIA)
) SS
COUNTY OF ORANGE )
___________________________________________, being first duly sworn, deposes and says that he is ________________________________(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 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 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 his 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 in connection herewith, to any organization, bid depository or to any member or persons as have a partnership or other financial interest with said Bidder in his general business.
Signed __________________________________
_______________________________
_______________________________
Title
Subscribed and sworn to before me
this _____ day of _________________, 2026.
Seal of Notary _____________________________________________ Notary Public
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 22 BIDDER’S NAME
CITY OF YORBA LINDA
PROPOSAL BID FORM
Black Gold Golf Club
Walk-In Cooler Project
Walk-in Cooler purchase and installation $ _______________________________ TOTAL BASE BID AMOUNT IN FIGURES $ _______________________________
TOTAL BASE BID AMOUNT IN WORDS
_________________________________________________________________________________________________ _________________________________________________________________________________________________
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 23
CERTIFICATION OF PROPOSAL TO THE CITY OF YORBA LINDA
1. The undersigned hereby submits its proposal and, by doing so, agrees to furnish services to the City in accordance with the Request for Proposal (RFP), dated March 2026, and to be bound by the terms and conditions of the RFP.
2. This firm has carefully reviewed its proposal and understands and agrees that the City is not responsible for any errors or omissions on the part of the proposer and that the proposer is responsible for them.
3. It is understood and agreed that the City reserves the right to accept or reject any or all proposals and to waive any informality or irregularity in any proposal received by the City.
4. The proposal includes all of the commentary, figures and data required by the Request for Proposal, dated March 2026.
6. The proposal shall be valid for 120 days from April 16, 2026.
Name of Firm:
By:
(Authorized Signature)
Type Name:
Title:
Date:
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 24 City of Yorba Linda
General Specifications
Black Gold Golf Club
Walk-In Cooler Project
Scope Of Work
The work to be conducted hereunder includes but is not limited to site clearing, site demolition, electrical, plumbing site construction, walk-in cooler installation, painting and flooring.
Traffic Requirements
The Contractor shall provide delineation in accordance with, and comply with, the latest editions of the HPWA, APWA, the Work Area Traffic Control Handbook (“W.A.T.C.H.” handbook) and the California Manual of Traffic Controls (refer to signage, barriers, and lane closure sections). No street closures shall be made without the prior approval of the City Representative and appropriate encroachment permit(s) as required.
Special Requests
The Contractor may be requested by the City representative to perform special tasks that are above the normal scheduled work (i.e., citizen requests, coordination with special work orders relative to City functions, special event preparation). It is intended that the Specifications are indicative of the work to be anticipated by the Contractor and will allow for reasonable additional work or altered work schedules at no additional cost to the City.
Project Inspections
Upon request, the Contractor will walk the project area with the City representative for the purpose of determining compliance with the Specifications or to discuss required work. Typically, the inspections are monthly and require the presence of the contract supervisor. Inspections may be required more frequently at the discretion of the City Representative.
Supervision And Skills
The Contractor shall assign a supervisor within the city limits of the City of Yorba Linda, working regular working hours for the duration of this Contract. The supervisor shall have a minimum of five (5) years’ experience.
The supervisor shall be capable of communicating effectively both in written and spoken English and background must include experience on projects of the type presented in this specification.
The Contractor shall outfit the supervisor with a cellular phone capable of receiving and making calls within the City limits and surrounding areas.
Emergency Response
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 25 The Contractor shall be available twenty-four (24) hours per day, seven (7) days per week to respond to all emergencies within two (2) hours of notification or “attempted notification.” If Contractor cannot be notified or does not respond in a timely manner, any costs incurred, by the City to remediate the situation, will be paid by the Contractor.
License And Permits
The Contractor shall have and maintain a valid class A or B Contractor's license. All applications of chemical controls, i.e., herbicides and pesticides, shall be done in compliance with governmental requirements. Personnel licensed by the State of California, Department Pesticide Regulation, shall do applications of such materials.
Contractor will obtain any permits required by the county or other local governmental agency for the use of special chemicals. A report is required to be submitted monthly to the City which tracks the use of all pesticides and fertilizers used in landscape operations.
The Contractor and all subcontractors shall have a valid City of Yorba Linda business license prior to commencing any work.
Dress Code And Appearance
All Contractors’ personnel shall be required to wear a uniform shirt bearing the company name while on the project.
Uniform shall present a neat and clean appearance of personnel at all times. The uniform shall consist of a shirt and jacket with the company name and employee name.
Safety Orders
Contractor shall be responsible for providing a safe workplace and be responsible for compliance with standards and regulations of the California Occupational Safety and Health Act (Cal/OSHA), Federal Occupational Safety and Health Act (OSHA), California Division of Industrial Safety (CDIS), State of California Manual of Traffic Controls, California Department of Food and Agriculture (CDFA) Laws and Regulations, and any other applicable governmental law or City risk management standards.
Utility Requirements
The Contractor is advised of the existence of the utility notification service provided by UNDERGROUND SERVICE ALERT (USA). USA member utilities will provide the Contractor with the precise locations of their substructures in the construction area when the Contractor gives at least 48 hours notice to the Underground Service Alert by calling 1-800-422-4133. The contractor shall provide the agency with proof of contact with USA upon request.
The Contractor shall notify the following agencies at least 48 hours in advance of excavating around any of their structures. The utility companies listed below can be contacted as indicated.
1. Southern California Gas Company 4. Yorba Linda Water District 1919 State College Boulevard 1717 E. Miraloma Ave
Placentia, California 92870 P.O. Box 3334
Anaheim, California 92803 Chuck Gray (714) 701-3000
Ron Reed (714) 634-3121
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 26
2. AT&T 5. Time Warner Cable T.V.
3939 East Coronado, Second Floor 20409 Yorba Linda Boulevard Anaheim, California 92807 P.O. Box 7777
Yorba Linda, California 92686
3. Southern California Edison Company
P.O. Box 2328
Fullerton, California 92633
Michelle Landrith (714)870-3228
The California Public Utilities Commission mandates that, in the interest of public safety, main line gas valves be maintained in a manner to be readily accessible and in good operating condition. The Contractor shall notify the Southern California Gas Company's Headquarters Planning Office at (714) 369-0680 at least 2 working days prior to the start of construction.
The Contractor shall exercise extreme care to protect all existing utilities in place whether shown on the plans or not and shall assume full responsibility for all damage resulting from his operations. The Contractor shall coordinate with each utility company as to the requirements and methods for protection of their facilities during the construction period and shall be responsible for preparation and processing of any required plans or permits. The Contractor shall assume full responsibility for maintaining uninterrupted service for all utilities.
By submitting a bid, the Contractor acknowledges the above referenced utility work to be done in conjunction with this project. The Contractor shall schedule his work and conduct his operations so as to permit access and time for the required utility work to be accomplished during the progress of the work.
The Contractor shall coordinate with each utility company as to the extent of required work and the time required to do so. The Contractor shall include this time in his schedule. Payment for the above, if any, shall be deemed as included in the items of work as shown on the proposal bid sheet(s) and no additional compensation will be allowed.
The City’s Right To Do Work
The City reserves the right to do any work as required within the contract area. If such alterations affect the provision of this Agreement, the Contractor will be asked to submit justification and an estimated cost as a result of the alterations.
Cooperation And Collateral Work
The Contractor shall recognize that during the course of the contract other activities and operations will be conducted by the City and/or other contractors. These activities will include but are not limited to: turf and landscape maintenance; landscape refurbishment; irrigation system maintenance, modification or repair; construction; and storm related operations.
The Contractor may be required to modify or curtail certain operations and shall promptly comply with any request made by the City representative.
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 27 Flow And Acceptance Of Water
It is anticipated that storm, surface or other waters will be encountered at various times and locations during the work herein contemplated. The Contractor, by submitting a bid, acknowledges that he has investigated the risk arising from such waters and has prepared his bid accordingly, and Contractor, by submitting a bid, assumes all of said risk.
Protection Of Property During Inclement Weather
During periods of inclement weather, the Contractor will provide supervisory inspection of the project during regular working hours to prevent or minimize possible damage. The Contractor shall submit a report identifying any damage to the City representative attached to a site map identifying the location of damage and cost estimate to repair/replace.
It is the Contractor's responsibility for removing debris accumulated by winds or other typical or non-typical environmental conditions.
Protection Of Existing Facilities And Structures
The Contractor shall exercise care in protecting from damage all existing facilities, structures, and utilities, both above surface and underground, on the City's property. Any damage to City property deemed to be caused by the Contractor's neglect shall be corrected or paid for by the Contractor at no additional cost to the City.
If the City requests or directs the Contractor to perform work in a given area, it will be the Contractor's responsibility to verify and locate any underground systems, (i.e., utility lines). This does not release the Contractor of the responsibility for taking reasonable precaution when working in these areas. Any damage or problems shall be reported immediately to the City.
Standard Specifications
The Standard Specifications of the AGENCY are contained in the 2015 edition of Standard Specifications for Public Works Construction, including all supplements, as written and promulgated by the Joint Cooperative Committee of the Southern California Chapter of the American Public Works Association and the Southern California District of the Associated General Contractors of California. Copies of these Standard Specifications are available from the publisher:
Building News, Incorporated
P.O. Box 3031 Terminal Annex
Los Angeles, California 90051
(213) 202-7775
The Standard Specifications set forth above will control the general provisions for this contract except as amended by the Plans, General Specifications, Special Provisions, or other contract documents.
The section numbers of the following Special Provisions coincide with those of the said Standard Specifications.
Only those sections requiring amendment or elaboration, or specifying options, are called out.
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 28 In case of conflict between the Standard Specifications and the General Specifications or Special Provisions, the General Specifications and Special Provisions shall take precedence over and be used in lieu of such conflicting portions of the Standard Specifications.
References in the Special Provisions to Standard Plans shall mean the Standard Plans of the City of Yorba Linda, and where applicable, the Standard Plans of the County of Orange and State Department of Transportation, the current edition(s). Applicable Standard Plans for this project are contained in Appendix I of these Specifications.
Where the Plans or Specifications describe portions of the work in general terms, but not in complete detail, it is understood that the item is to be furnished and installed complete and in place and that only the best general practice is to prevail and that only materials and workmanship of the first quality are to be used.
Unless otherwise specified, the Contractor shall furnish all labor, materials, tools, equipment and incidentals, and do all the work involved in executing the contract.
Wage Rates And Labor Code Requirements
Wage Rates
The Contractor and all Subcontractors shall be required to adhere to the general prevailing rate of per diem wages as determined and published by the State Director of the Department of Industrial Relations, pursuant to Section 1770, 1773 and 1773.2 of the California Labor Code. Copies of these rates and the latest revisions thereto are on file in the Office of the Secretary of the Board of Directors and are available for review upon request.
Attention is directed to the provisions of Sections 1774, 1775, 1776, 1777.5 and 1777.6 of the State Labor Code, excerpt copies of which are contained in Appendix II of these Specifications. Sections 1774 and 1775 require the Contractor and all Subcontractors to pay not less than the prevailing wage rates to all workmen employed in the execution of the contract and specify forfeitures and penalties for failure to do so. The minimum wages to be paid are those determined by the State Director of the Department of Industrial Relations. Section 1776 requires the Contractor and all Subcontractors to keep accurate payroll records, specifies the contents thereof, their inspection and duplication procedures and certain notices required of the Contractor pertaining to their location.
Apprentices
Section 1777.5 requires the Contractor or Subcontractor employing tradesmen in any apprenticeable occupation to apply to the Joint Apprenticeship Committee nearest the site of the public works project and which administers the apprenticeship program in that trade for a certificate of approval. The certificate will also fix the ratio of apprentices to journeymen to be used in the performance of the contract.
The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticeable trade and if other Contractors on the public works site are making such contributions.
Information relative to apprenticeship standards, contributions, wage schedules and other requirements may be obtained from the State Director of Industrial Relations or from the Division of Apprenticeship Standards.
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 29 Resolution Of Construction Claims
Effective January 1, 1991, Section 20104 et seq. of the California Public Contract Code prescribes a process utilizing informal conferences, nonbinding judicially supervised mediation, and judicial arbitration to resolve disputes on construction claims of $375,000 or less.
"Public work" has the same meaning as in Section 3100 and 3106 of the Civil Code, ..." (20104 (b) (1)). "Claim" means a separate demand by the contractor for (A) a time extension, (B) payment of money or damages arising from work done by or on behalf of the contractor pursuant to the contract for a public work and payment of which is not otherwise entitled to, or (C) and amount the payment of which is disputed by the local agency. (20401(b) (2)).
The following requirements apply to all contracts entered into after January 1, 1991, and all claims to which this section applies: (All references are to Section 20141.2 et seq.). "(a) The claim shall be in writing and include the documents necessary to substantiate the claim. Claims must be filed on or before the date of final payment. Nothing in this subdivision is intended to extend the time limit or supersede notice requirements otherwise provided by contract for the filing of claims. (b) (1) For claims of less than fifty thousand dollars ($50,000), the local agency shall respond in writing to any written claim within 45 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after receipt of the further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater.
(c) (1) For claims over fifty thousand dollars ($50,000) and less than or equal to three hundred seventy-five thousand dollars ($375,000), the local agency shall respond on writing to all written claims within 60 days of receipt of the claim, or may request, in writing, within 30 days of receipt of the claim, any additional documentation supporting the claim or relating to defenses or claims the local agency may have against the claimant.
(2) If additional information is thereafter required, it shall be requested and provided pursuant to this subdivision, upon mutual agreement of the local agency and the claimant. (3) The local agency's written response to the claim, as further documented, shall be submitted to the claimant within 30 days after the receipt of further documentation, or within a period of time no greater than that taken by the claimant in producing the additional information or requested documentation, whichever is greater.
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 30 (d) If the claimant disputes the local agency's written response, or the local agency fails to respond within the time prescribed, the claimant may so notify the local agency, in writing, either within 15 days of receipt of the local agency's response or within 15 days of the local agency's failure to respond within the time prescribed, respectively, and demand an informal conference to meet and confer for settlement of the issues in dispute.
Upon request, the local agency shall schedule a meet and confer conference within 30 days for settlement of the dispute.
(e) If following the meet and confer conference the claim or any portion remains in dispute, the claimant may file a claim pursuant to Chapter 1 (commencing with Section 900) and Chapter 2 (commencing with Section 910) of Part 3 of Division 3.6 of Title 1 of the Government Code. For purposes of those provisions, the running of the period of time within which a claim must be filed shall be tolled from the time the claimant submits his or her written claim pursuant to subdivision (a) until the time the claim is denied, including any period of time utilized by the meet and confer conference.
20104.4. The following procedures are established for all civil actions filed to resolve claims subject to this article:
(a) Within 60 days, but no earlier than 30 days, following the filing or responsive pleadings, the court shall submit the matter to nonbinding mediation unless waived by mutual stipulation of both parties. The mediation process shall provide for the selection within 15 days by both parties of a disinterested third person as mediator, shall be commenced within 30 days of the submittal, and shall be concluded within 15 days from the commencement of the mediation unless a time requirement is extended upon a good cause showing to the court.
(b) (1) If the matter remains in dispute, the case shall be submitted to judicial arbitration pursuant to Chapter 2.5 (commencing with Section 1141.10) of Title 3 Part 3 of the Code of Civil Procedure, notwithstanding Section 1141.11 of that code. The Civil Discovery Act of 1986 (Article 3 (commencing with Section 2016) of Chapter 3 of Title 3 of Part 4 of the Code of Civil Procedure) shall apply to any proceeding brought under this subdivision consistent with the rules pertaining to judicial arbitration. (2) In addition to Chapter 2.5 (commencing with Section 1141.10) of Title 3 Part 3 of the Code of Civil Procedure, (A) arbitrators shall, when possible, be experienced in construction law, and (B) any party appealing an arbitration award who does not obtain a more favorable judgment shall, in addition to payment of costs and fees under that chapter, also pay the attorney's fees on appeal of the other party. 20104.6.(a) No local agency shall fail to pay money as to any portion of a claim which is undisputed except as otherwise provided in the contract.
(b) In any suit filed under Section 20104.4, the local agency shall pay interest at the legal rate on any arbitration award or judgment. The interest shall begin to accrue on the date the suit is filed in a court of law."
Method Of Payment
Invoices
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 31 The Contractor shall present an invoice for work completed during the previous month. The invoice shall reflect work required by this specification at the predetermined contracted amount and also reflect extra work assigned during the period.
i. Required reports shall be submitted with the monthly invoice and shall be reflective of the work functions accomplished during that period. Failure to submit monthly reports will delay payment. ii. Monthly invoices shall be mailed to:
City of Yorba Linda
Parks and Recreation Department
4845 Casa Loma Ave
Yorba Linda, CA 92886
Hours Of Work And Scheduling
Normal work hours are from 7:00 a.m. to 4:00 p.m., Monday through Friday. The Contractor shall perform his work at such times as to minimize disturbance or interference to resident convenience, pedestrian or vehicle circulation.
If applicable, the Contractor shall submit a Monthly Maintenance Schedule describing maintenance operations and when work and applications of chemicals/fertilizers will be accomplished. Schedule shall be submitted along with the previous monthly invoice and prior to starting any maintenance operations. All forms and schedules shall be of a format supplied by or approved by the City.
Sound Control Requirements
The Contractor shall comply with all local sound control and noise level rules, regulations, and ordinances which apply to any work performed pursuant to this agreement.
Each internal combustion engine used for any purpose on the job or related to the job shall be equipped with a muffler of a type recommended by the manufacturer of such equipment. No internal combustion engine shall be operated on the project without said muffler.
Full compensation for conforming to the requirements of this section shall be considered as included in the prices paid for the various contract items of work involved and no additional compensation will be allowed, therefore.
Construction Maintenance Equipment Vehicles
The Contractor shall take all necessary precautions for the safe operation of equipment and the protection of the public from injury and damage from such equipment. All equipment deemed by the City representative to be unsafe, in disrepair, or unsatisfactory shall be repaired or replaced immediately at no additional cost to the City.
All transportation vehicles shall have the Contractor’s name clearly visible.
Additions/Deletions To Specifications
RFP · Black Gold Golf Club Walk-In Cooler Project Page | 32 The City reserves the right to make additions, deletions, revisions, and/or otherwise modify the General Maintenance Requirements and Specific Work Requirements.
Any changes in this Specification that may cause the Contractor to incur additional expense shall be negotiated with the City representative upon written request and justification.
End of General Specification
c COPYRIGHT; Oldham Architects expressly reserves all rights to these plans by common copyright privileges. These plans may not be reproduced, changed, or copied in any manner or turned over to a third party without the expressed written consent of Ryan E. Oldham. oldham architects ISSUE: CHECK: DRAWN: PROJECT No.: New Addition to Clubhouse Black Gold Golf Club
1 Black Gold Dr, Yorba Linda, CA 92886 08.16.25 BUILDING SUBMITTAL #1 ROLH 25001 oldham architect s 680 Langsdorf Drive, Suite 202B fullerton, california 92831 714.482.8296 | oldham-architects.com Black and Gold Golf Club 10.24.25 BUILDING SUBMITTAL #2 03.18.26 BID PLANS #1 A0.0 Project Information Plot Plan NAME ROOM # Abbreviations and Symbol Legend Sheet Index Project Contacts Vicinity Map Description of Work Architect's Notes to Contractor / Owner Deferred Agency Submittals Owner / Contractor Submittals for Architect Review Owner Architect Plot Plan 1 Government Jurisdiction Structural Engineer Scale: Not To Scale NEW ADDITION Zoning Information Building Code Information M / E / P Engineer Fire Hazard Severity Zones Notes Page 552 of 1224 c COPYRIGHT; Oldham Architects expressly reserves all rights to these plans by common copyright privileges. These plans may not be reproduced, changed, or copied in any manner or turned over to a third party without the expressed written consent of Ryan E. Oldham. oldham architects ISSUE: CHECK: DRAWN: PROJECT No.: New Addition to Clubhouse Black Gold Golf Club
1 Black Gold Dr, Yorba Linda, CA 92886 08.16.25 BUILDING SUBMITTAL #1 ROLH 25001 oldham architect s 680 Langsdorf Drive, Suite 202B fullerton, california 92831 714.482.8296 | oldham-architects.com Black and Gold Golf Club 10.24.25 BUILDING SUBMITTAL #2 A0.1 Existing Building Code Analysis Existing Building Code Analysis (For Reference) Existing Building Code Analysis (For Reference) Page 553 of 1224 CHAPTER 5 NONRESIDENTIAL MANDATORY MEASURES SECTION 5.101 GENERAL 5.101.1 SCOPE The provisions of this chapter outline planning, design and development methods that include environmentally responsible site selection, building design, building siting and development to protect, restore and enhance the environmental quality of the site and respect the integrity of adjacent properties. DIVISION 5.1 PLANNING AND DESIGN Y SECTION 5.102 DEFINITIONS 5.102.1 DEFINITIONS The following terms are defined in Chapter 2 (and are included here for reference) CUTOFF LUMINAIRES. Luminaires whose light distribution is such that the candela per 1000 lamp lumens does not numerically exceed 25 (2.5 percent) at an angle of 90 degrees above nadir, and 100 (10 percent) at a vertical angle of 80 degrees above nadir. This applies to all lateral angles around the luminaire. LOW-EMITTING AND FUEL EFFICIENT VEHICLES. Eligible vehicles are limited to the following: 1. Zero emission vehicle (ZEV), including neighborhood electric vehicles (NEV), partial zero emission vehicle (PZEV), advanced technology PZEV (AT ZEV) or CNG fueled (original equipment manufacturer only) regulated under Health and Safety Code section 43800 and CCR, Title 13, Sections 1961 and 1962. 2. High-efficiency vehicles, regulated by U.S. EPA, bearing High-Occupancy Vehicle (HOV) car pool lane stickers issued by the Department of Motor Vehicles. NEIGHBORHOOD ELECTRIC VEHICLE (NEV). A motor vehicle that meets the definition of "low-speed vehicle" either in Section 385.5 of the Vehicle Code or in 49CFR571.500 (as it existed on July 1, 2000), and is certified to zero-emission vehicle standards. TENANT-OCCUPANTS. Building occupants who inhabit a building during its normal hours of operation as permanent occupants, such as employees, as distinguished from customers and other transient visitors. VANPOOL VEHICLE. Eligible vehicles are limited to any motor vehicle, other than a motortruck or truck tractor, designed for carrying more than 10 but not more than 15 persons including the driver, which is maintained and used primarily for the nonprofit work-related transportation of adults for the purpose of ridesharing. Note: Source: Vehicle Code, Division 1, Section 668 ZEV. Any vehicle certified to zero-emission standards. SECTION 5.106 SITE DEVELOPMENT 5.106.1 STORM WATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB LESS THAN ONE ACRE OF LAND. Newly constructed projects and additions which disturb less than one acre of land, and are not part of a larger common plan of development or sale, shall prevent the pollution of storm water runoff from the construction activities through one or more of the following measures: 5.106.1.1 Local ordinance. Comply with a lawfully enacted storm water management and/or erosion control ordinance. 5.106.1.2 Best Management Practices (BMPs). Prevent the loss of soil through wind or water erosion by implementing an effective combination of erosion and sediment control and good housekeeping BMPs. 1. Soil loss BMPs that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Scheduling construction activity during dry weather, when possible. b. Preservation of natural features, vegetation, soil, and buffers around surface waters. c. Drainage swales or lined ditches to control stormwater flow. d. Mulching or hydroseeding to stabilize disturbed soils. e. Erosion control to protect slopes. f. Protection of storm drain inlets (gravel bags or catch basin inserts). g. Perimeter sediment control (perimeter silt fence, fiber rolls). h. Sediment trap or sediment basin to retain sediment on site. i. Stabilized construction exits. j. Wind erosion control. k. Other soil loss BMPs acceptable to the enforcing agency. 2. Good housekeeping BMPs to manage construction equipment, materials, non-stormwater discharges and wastes that should be considered for implementation as appropriate for each project include, but are not limited to, the following: a. Dewatering activities. b. Material handling and waste management. c. Building materials stockpile management. d. Management of washout areas (concrete, paints, stucco, etc.). e. Control of vehicle/equipment fueling to contractor's staging area. f. Vehicle and equipment cleaning performed off site. g Spill prevention and control. h. Other housekeeping BMPs acceptable to the enforcing agency. DIVISION 5.2 ENERGY EFFICIENCY SECTION 5.201 GENERAL 5.201.1 Scope [BSC-CG]. California Energy Code [DSA-SS]. For the purposes of mandatory energy efficiency standards in this code, the California Energy Commission will continue to adopt mandatory building standards. DIVISION 5.3 WATER EFFICIENCY AND CONSERVATION SECTION 5.301 GENERAL 5.301.1 Scope. The provisions of this chapter shall establish the means of conserving water use indoors, outdoors and in wastewater conveyance. SECTION 5.302 DEFINITIONS 5.302.1 Definitions. The following terms are defined in Chapter 2 (and are included here for reference) EVAPOTRANSPIRATION ADJUSTMENT FACTOR (ETAF) [DSA-SS]. An adjustment factor when applied to reference evapotranspiration that adjusts for plant factors and irrigation efficiency, which ae two major influences on the amount of water that needs to be applied to the landscape. FOOTPRINT AREA [DSA-SS]. The total area of the furthest exterior wall of the structure projected to natural grade, not including exterior areas such as stairs, covered walkways, patios and decks. METERING FAUCET. A self-closing faucet that dispenses a specific volume of water for each actuation cycle. The volume or cycle duration can be fixed or adjustable. GRAYWATER. Pursuant to Health and Safety Code Section 17922.12, "graywater" means untreated wastewater that has not been contaminated by any toilet discharge, has not been affected by infectious, contaminated, or unhealthy bodily wastes, and does not present a threat from contamination by unhealthful processing, manufacturing, or operating wastes. "Graywater" includes, but is not limited to wastewater from bathtubs, showers, bathroom washbasins, clothes washing machines and laundry tubs, but does not include waste water from kitchen sinks or dishwashers. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). The California ordinance regulating landscape design, installation and maintenance practices that will ensure commercial, multifamily and other developer installed landscapes greater than 2500 square feet meet an irrigation water budget developed based on landscaped area and climatological parameters. MODEL WATER EFFICIENT LANDSCAPE ORDINANCE (MWELO). [HCD] The California model ordinance (California Code of Regulations, Title 23, Division 2, Chapter 2.7), regulating landscape design, installation and maintenance practices. Local agencies are required to adopt the updated MWELO, or adopt a local ordinance at least as effective as the MWELO. POTABLE WATER. Water that is drinkable and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards. See definition in the California Plumbing Code, Part 5. POTABLE WATER. [HCD] Water that is satisfactory for drinking, culinary, and domestic puroses, and meets the U.S. Environmental Protection Agency (EPA) Drinking Water Standards and the requirements of the Health Authority Having Jurisdiction. RECYCLED WATER. Water which, as a result of treatment of waste, is suitable for a direct beneficial use or a controlled use that would not otherwise occur [Water Code Section 13050 (n)]. Simply put, recycled water is water treated to remove waste matter attaining a quality that is suitable to use the water again. SUBMETER. A meter installed subordinate to a site meter. Usually used to measure water intended for one purpose, such as landscape irrigation. For the purposes of CALGreen, a dedicated meter may be considered a submeter. WATER BUDGET. Is the estimated total landscape irrigation water use which shall not exceed the maximum applied water allowance calculated in accordance with the Department of Water Resources Model Efficient Landscape Ordinance (MWELO). 5.303.3 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and urinals) and fittings (faucets and showerheads) shall comply with the following: 5.303.3.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Tank-Type toilets. Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume of two reduced flushes and one full flush. 5.303.3.2 Urinals. 5.303.3.2.1 Wall-mounted Urinals. The effective flush volume of wall-mounted urinals shall not exceed 0.125 gallons per flush. 5.303.3.2.2 Floor-mounted Urinals. The effective flush volume of floor-mounted or other urinals shall not exceed 0.5 gallons per flush. 5.303.3.3 Showerheads. [BSC-CG] 5.303.3.3.1 Single showerhead. Showerheads shall have a maximum flow rate of not more than 1.8 gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA WaterSense Specification for Showerheads. 5.303.3.3.2 Multiple showerheads serving one shower. When a shower is served by more than one showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to allow only one shower outlet to be in operation at a time. Note: A hand-held shower shall be considered a showerhead. 5.106.5.2.1 - Parking stall marking. Paint, in the paint used for stall striping, the following characters such that the lower edge of the last word aligns with the end of the stall striping and is visible beneath a parked vehicle: CLEAN AIR / VAN POOL / EV Note: Vehicles bearing Clean Air Vehicle stickers from expired HOV lane programs may be considered eligible for designated parking spaces. 5.106.5.3 Electric vehicle (EV) charging. [N] Construction shall comply with Section 5.106.5.3.1 or Section 5.106.5.3.2 to facilitate future installation of electric vehicle supply equipment (EVSE). When EVSE(s) is/are installed, it shall be in accordance with the California Building Code, the California Electrical Code and as follows: 5.106.5.3.1 Single charging space requirements. [N] When only a single charging space is required per Table 5.106.5.3.3, a raceway is required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following: 1. The type and location of the EVSE. 2. A listed raceway capable of accommodating a 208/240 -volt dedicated branch circuit. 3. The raceway shall not be less than trade size 1". 4. The raceway shall originate at a service panel or a subpanel serving the area, and shall terminate in close proximity to the proposed location of the charging equipment and listed suitable cabinet, box, enclosure or equivalent. 5. The service panel or subpanel shall have sufficient capacity to accommodate a minimum 40-ampere dedicated branch circuit for the future installation of the EVSE. 5.106.5.3.2 Multiple charging space requirements. [N] When multiple charging spaces are required per Table 5.106.5.3.3 raceway(s) is/are required to be installed at the time of construction and shall be installed in accordance with the California Electrical Code. Construction plans and specifications shall include, but are not limited to, the following: 1. The type and location of the EVSE. 2. The raceway(s) shall originate at a service panel or a subpanel(s) serving the area, and shall terminate in close proximity to the proposed location of the charging equipment and into listed suitable cabinet(s), box(es), enclosure(s) or equivalent. 3. Plan design shall be based upon 40-ampere minimum branch circuits. 4. Electrical calculations shall substantiate the design of the electrical system, to include the rating of equipment and any on-site distribution transformers and have sufficient capacity to simultaneously charge all required EVs at its full rated amperage. 5. The service panel or subpanel(s) shall have sufficient capacity to accommodate the required number of dedicated branch circuit(s) for the future installation of the EVSE. 5.106.5.3.3 EV charging space calculations. [N] Table 5.106.5.3.3 shall be used to determine if single or multiple charging space requirements apply for the future installation of EVSE. Exceptions: On a case-by-case basis where the local enforcing agency has determined EV charging and infrastructure is not feasible based upon one or more of the following conditions: TABLE 5.106.5.2 - PARKING TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0 10-25 1 25-50 3 51-75 6 76-100 8 101-150 11 151-200 16 201 AND OVER AT LEAST 8% OF TOTAL ABBREVIATION DEFINITIONS: HCD Department of Housing and Community Development BSC California Building Standards Commission DSA-SS Division of the State Architect, Structural Safety OSHPD Office of Statewide Health Planning and Development LR Low Rise HR High Rise AA Additions and Alterations N New 5.106.4.1.2 Long-term bicycle parking. For new buildings with tenant spaces that have 10 or more tenant-occupants, provide secure bicycle parking for 5 percent of the tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.3 For additions or alterations that add 10 or more tenant-occupant vehicular parking spaces, provide secure bicycle parking for 5 percent of the tenant vehicular parking spaces being added, with a minimum of one bicycle parking facility. 5.106.4.1.4 For new shell buildings in phased projects provide secure bicycle parking for 5 percent of the anticipated tenant-occupant vehicular parking spaces with a minimum of one bicycle parking facility. 5.106.4.1.5 Acceptable bicycle parking facility for Sections 5.106.4.1.2, 5.106.4.1.3, and 5.106.4.1.4 shall be convenient from the street and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. Note: Additional information on recommended bicycle accommodations may be obtained from Sacramento Area Bicycle Advocates. 5.106.4.2 Bicycle parking. [DSA-SS] For public schools and community colleges, comply with Sections 5.106.4.2.1 and 5.106.4.2.2 5.106.4.2.1 Student bicycle parking. Provide permanently anchored bicycle racks conveniently accessed with a minimum of four two-bike capacity racks per new building. 5.106.4.2.2 Staff bicycle parking. Provide permanent, secure bicycle parking conveniently accessed with a minimum of two staff bicycle parking spaces per new building. Acceptable bicycle parking facilities shall be convenient from the street or staff parking area and shall meet one of the following: 1. Covered, lockable enclosures with permanently anchored racks for bicycles; 2. Lockable bicycle rooms with permanently anchored racks; or 3. Lockable, permanently anchored bicycle lockers. 5.106.5.2 DESIGNATED PARKING FOR CLEAN AIR VEHICLES. In new projects or additions or alterations that add 10 or more vehicular parking spaces, provide designated parking for any combination of low-emitting, fuel-efficient and carpool/van pool vehicles as follows: 5.106.4 BICYCLE PARKING. For buildings within the authority of California Building Standards Commission as specified in Section 103, comply with Section 5.106.4.1. For buildings within the authority of the Division of the State Architect pursuant to Section 105, comply with Section 5.106.4.2 5.106.4.1 Bicycle parking. [BSC-CG] Comply with Sections 5.106.4.1.1 and 5.106.4.1.2; or meet the applicable local ordinance, whichever is stricter. 5.106.4.1.1 Short-term bicycle parking. If the new project or an addition or alteration is anticipated to generate visitor traffic, provide permanently anchored bicycle racks within 200 feet of the visitors' entrance, readily visible to passers-by, for 5% of new visitor motorized vehicle parking spaces being added, with a minimum of one two-bike capacity rack. Exception: Additions or alterations which add nine or less visitor vehicular parking spaces. SECTION 5.303 INDOOR WATER USE 5.303.1 METERS. Separate submeters or metering devices shall be installed for the uses described in Sections 503.1.1 and 503.1.2. 5.303.1.1 Buildings in excess of 50,000 square feet. Separate submeters shall be installed as follows: 1. For each individual leased, rented or other tenant space within the building projected to consume more than 100 gal/day (380 L/day), including, but not limited to, spaces used for laundry or cleaners, restaurant or food service, medical or dental office, laboratory, or beauty salon or barber shop. CHAPTER 3 GREEN BUILDING SECTION 301 GENERAL 301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in the application checklists contained in this code. Voluntary green building measures are also included in the application checklists and may be included in the design and construction of structures covered by this code, but are not required unless adopted by a city, county, or city and county as specified in Section 101.7. 301.3 NONRESIDENTIAL ADDITIONS AND ALTERATIONS. [BSC-CG] The provisions of individual sections of Chapter 5 apply to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above (for occupancies within the authority of California Building Standards Commission). Code sections relevant to additions and alterations shall only apply to the portions of the building being added or altered within the scope of the permitted work. A code section will be designated by a banner to indicate where the code section only applies to newly constructed buildings [N] or to additions and/or alterations [A]. When the code section applies to both, no banner will be used. 301.3.1 Nonresidential additions and alterations that cause updates to plumbing fixtures only: Note: On and after January 1, 2014, certain commercial real property, as defined in Civil Code Section 1101.3, shall have its noncompliant plumbing fixtures replaced with appropriate water-conserving plumbing fixtures under specific circumstances. See Civil Code Section 1101.1 et seq. for definitions, types of commercial real property affected, effective dates, circumstances necessitating replacement of noncompliant plumbing fixtures, and duties and responsibilities for ensuring compliance. 301.3.2 Waste Diversion. The requirements of Section 5.408 shall be required for additions and alterations whenever a permit is required for work. 301.4 PUBLIC SCHOOLS AND COMMUNITY COLLEGES. (see GBSC) 301.5 HEALTH FACILITIES. (see GBSC) SECTION 302 MIXED OCCUPANCY BUILDINGS 302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building shall comply with the specific green building measures applicable to each specific occupancy. SECTION 303 PHASED PROJECTS 303.1 PHASED PROJECTS. For shell buildings and others constructed for future tenant improvements, only those code measures relevant to the building components and systems considered to be new construction (or newly constructed) shall apply. 303.1.1 Initial Tenant improvements. The provisions of this code shall apply only to the initial tenant improvements to a project. Subsequent tenant improvements shall comply with the scoping provisions in Section 301.3 non-residential additions and alterations. 1. Calculation for spaces shall be rounded up to the nearest whole number. 5.106.5.3.4 [N] Identification. The service panel or subpanel(s) circuit directory shall identify the reserved overcurrent protective device space(s) for future EV charging as "EV CAPABLE". The raceway termination location shall be permanently and visibly marked as "EV CAPABLE". 5.106.5.3.5 [N] Future charging spaces qualify as designated parking as described in Section 5.106.5.2 Designated parking for clean air vehicles. TABLE 5.106.5.3.3 TOTAL NUMBER OF PARKING SPACES NUMBER OF REQUIRED SPACES 0-9 0 10-25 1 26-50 2 51-75 4 76-100 5 101-150 7 151-200 10 201 AND OVER 6% of total¹ 5.106.8 LIGHT POLLUTION REDUCTION. [N].l Outdoor lighting systems shall be designed and installed to comply with the following: 1. The minimum requirements in the California Energy Code for Lighting Zones 0-4 as defined in Chapter 10, Section 10-114 of the California Administrative Code; and 2. Backlight (B) ratings as defined in IES TM-15-11 (shown in Table A-1 in Chapter 8); 3. Uplight and Glare ratings as defined in California Energy Code (shown in Tables 130.2-A and 130.2-B in Chapter 8) and 4. Allowable BUG ratings not exceeding those shown in Table 5.106.8, [N] or Comply with a local ordinance lawfully enacted pursuant to Section 101.7, whichever is more stringent. Exceptions: [N] 1. Luminaires that qualify as exceptions in Section 140.7 of the California Energy Code. 2. Emergency lighting. 3. Building facade meeting the requirements in Table 140.7-B of the California Energy Code, Part 6. 4. Custom lighting features as allowed by the local enforcing agency, as permitted by Section 101.8 Alternate materials, designs and methods of construction. Note: [N] 1. See also California Building Code, Chapter 12, Section 1205.6 for college campus lighting requirements for parking facilities and walkways. 2. Refer to Chapter 8 (Compliance Forms, Worksheets and Reference Material) for IES TM-15-11 Table A-1, California Energy Code Tables 130.2-A and 130.2-B. 3. Refer to the California Building Code for requirements for additions and alterations. 5.106.10 GRADING AND PAVING. Construction plans shall indicate how site grading or a drainage system will manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface water include, but are not limited to, the following: 1. Swales. 2. Water collection and disposal systems. 3. French drains. 4. Water retention gardens. 5. Other water measures which keep surface water away from buildings and aid in groundwater recharge. Exception: Additions and alterations not altering the drainage path. TABLE 5.106.8 [N] MAXIMUM ALLOWABLE BACKLIGHT, UPLIGHT AND GLARE (BUG) RATINGS 1,2 ALLOWABLE RATING LIGHTING ZONE LZ0 LIGHTING ZONE LZ1 LIGHTING ZONE LZ2 LIGHTING ZONE LZ3 LIGHTING ZONE LZ4 MAXIMUM ALLOWABLE BACKLIGHT RATING 3 Luminaire greater than 2 mounting heights (MH) from property line N/A No Limit No Limit No Limit No Limit Luminaire back hemisphere is 1-2 MH from property line N/A B2 B3 B4 B4 Luminaire back hemisphere is 0.5-1 MH from property line N/A B1 B2 B3 B3 Luminaire back hemisphere is less than 0.5 MH from property line N/A B0 B0 B1 B2 MAXIMUM ALLOWABLE UPLIGHT RATING (U) For area lighting 4 N/A U0 U0 U0 U0 For all other outdoor lighting,including decorative luminaires N/A U1 U2 U3 UR MAXIMUM ALLOWABLE GLARE RATING 5 (G) Luminaire greater than 2 MH from property line N/A G1 G2 G3 G4 Luminaire front hemisphere is 1-2 MH from property line N/A G0 G1 G1 G2 Luminaire front hemisphere is 0.5-1 MH from property line N/A G0 G0 G1 G1 Luminaire back hemisphere is less than 0.5 MH from property line N/A G0 G0 G0 G1 1. IESNA Lighting Zones 0 and 5 are not applicable; refer to Lighting Zones as defined in the California Energy Code and Chapter 10 of the Callifornia Administrative Code. 2. For property lines that abut public walkways, bikeways, plazas and parking lots, the property line may be considered to be 5 feet beyond the actual property line for purpose of determining compliance with this section. For property lines that abut public roadways and public transit corridors, the property line may be considered to be the centerline of the public roadway or public transit corridor for the purpose of determining compliance with this section. 3. If the nearest property line is less than or equal to two mounting heights from the back hemisphere of the luminaire distribution, the applicable reduced Backlight rating shall be met. 4. General lighting luminaires in areas such as outdoor parking, sales or storage lots shall meet these reduced ratings. Decorative luminaires located in these areas shall meet U-value limits for "all other outdoor lighting". 5. If the nearest property line is less than or equal to two mounting heights from the front hemisphere of the luminaire distribution, the applicable reduced Glare rating shall be met. 2. Where separate submeters for individual building tenants are unfeasible, for water supplied to the following subsystems: a. Makeup water for cooling towers where flow through is greater than 500 gpm (30 L/s). b. Makeup water for evaporative coolers greater than 6 gpm (0.04 L/s). c. Steam and hot water boilers with energy input more than 500,000 Btu/h (147 kW). 5.303.1.2 Excess consumption. A separate submeter or metering device shall be provided for any tenant within a new building or within an addition that is projected to consume more than 1,000 gal/day. 5.106.2 STORMWATER POLLUTION PREVENTION FOR PROJECTS THAT DISTURB ONE OR MORE ACRES OF LAND. Comply with all lawfully enacted stormwater discharge regulations for projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of a larger common plan of development sale. Note: Projects that (1) disturb one acre or more of land, or (2) disturb less than one acre of land but are part of the larger common plan of development or sale must comply with the post-construction requirements detailed in the applicable National Pollutant Discharge Elimination System (NPDES) General permit for Stormwater Discharges Associated with Construction and Land Disturbance Activities issued by the State Water Resources Control Board or the Lahontan Regional Water Quality Control Board (for projects in the Lake Tahoe Hydrologic Unit). The NPDES permits require postconstruction runoff (post-project hydrology) to match the preconstruction runoff (pre-project hydrology) with the installation of postconstruction stormwater management measures. The NPDES permits emphasize runoff reduction through on-site stormwater use, interception, evapotranspiration, and infiltration through nonstructural controls, such as Low Impact Development (LID) practices, and conversation design measures. Stormwater volume that cannot be addressed using nonstructural practices is required to be captured in structural practices and be approved by the enforcing agency. Refer to the current applicable permits on the State Water Resources Control Board website at: www.waterboards.ca.gov/constructionstormwater. Consideration to the stormwater runoff management measures should be given during the initial design process for appropriate integration into site development. N/A Y N/A 1. Where there is insufficient electrical supply. 2. Where there is evidence suitable to the local enforcing agency substantiating that additional local utility infrastructure design requirements, directly related to the implementation of Section 5.106.5.3, may adversely impact the construction cost of the project. RESPON. Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 5.106.12 SHADE TREES [DSA-SS]. Shade Trees shall be planted to comply with Sections 5.106.12.1, 5.106.12.2, and 5.106.12.3. Percentages shown shall be measured at noon on the summer solstice. Landscape irrigation necessary to establish and maintain tree health shall comply with Section 5.304.6. 5.106.12.1 Surface parking areas. Shade tree plantings, minimum #10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: The surface parking area covered by solar photovoltaic shade structures, or shade structures, with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5, are not included in the total area calculations. 5.106.12.2 Landscape areas. Shade tress plantings, minimum #10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years. Exceptions: Playfields for organized sport activity are not included in the total area calculation. 5.106.12.3. Hardscape areas. Shade tree plantings, minimum #10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years. Exceptions: Walks, hardscape areas covered by solar photovoltaic shade structures, and hardscape areas covered by shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5, are not included in the total area calculation. c COPYRIGHT; Oldham Architects expressly reserves all rights to these plans by common copyright privileges. These plans may not be reproduced, changed, or copied in any manner or turned over to a third party without the expressed written consent of Ryan E. Oldham. oldham architects ISSUE: CHECK: DRAWN: PROJECT No.: New Addition to Clubhouse Black Gold Golf Club
1 Black Gold Dr, Yorba Linda, CA 92886 08.16.25 BUILDING SUBMITTAL #1 ROLH 25001 oldham architect s 680 Langsdorf Drive, Suite 202B fullerton, california 92831 714.482.8296 | oldham-architects.com Black and Gold Golf Club A0.3 Non-Residential Mandatory Measures Page 554 of 1224 DIVISION 5.4 MATERIAL CONSERVATION AND RESOURCE EFFICIENCY SECTION 5.401 GENERAL 5.401.1 SCOPE. The provisions of this chapter shall outline means of achieving material conservation and resource efficiency through protection of buildings from exterior moisture, construction waste diversion, employment of techniques to reduce pollution through recycling of materials, and building commissioning or testing and adjusting. SECTION 5.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING 5.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65% of the non-hazardous construction and demolition waste in accordance with Section 5.408.1.1, 5.408.1.2 or 5.408.1.3; or meet a local construction and demolition waste management ordinance, whichever is more stringent. 5.408.1.1 Construction waste management plan. Where a local jurisdiction does not have a construction and demolition waste management ordinance, submit a construction waste management plan that: 1. Identifies the construction and demolition waste materials to be diverted from disposal by efficient usage, recycling, reuse on the project or salvage for future use or sale. 2. Determines if construction and demolition waste materials will be sorted on-site (source-separated) or bulk mixed (single stream). 3. Identifies diversion facilities where construction and demolition waste material collected will be taken. 4. Specifies that the amount of construction and demolition waste materials diverted shall be calculated byweight or volume, but not by both. 5.408.1.2 Waste Management Company. Utilize a waste management company that can provide verifiable documentation that the percentage of construction and demolition waste material diverted from the landfill complies with this section. Note: The owner or contractor shall make the determination if the construction and demolition waste material will be diverted by a waste management company. Exceptions to Sections 5.408.1.1 and 5.408.1.2: 1. Excavated soil and land-clearing debris. 2. Alternate waste reduction methods developed by working with local agencies if diversion or recycle facilities capable of compliance with this item do not exist. 3. Demolition waste meeting local ordinance or calculated in consideration of local recycling facilities and markets. 5.408.1.3 Waste stream reduction alternative. The combined weight of new construction disposal that does not exceed two pounds per square foot of building area may be deemed to meet the 65% minimum requirement as approved by the enforcing agency. 5.408.1.4 Documentation. Documentation shall be provided to the enforcing agency which demonstrates compliance with Sections 5.408.1.1, through 5.408.1.3. The waste management plan shall be updated as necessary and shall be accessible during construction for examination by the enforcing agency. Notes:1. Sample forms found in "A Guide to the California Green Building Standards Code (Nonresidential)" located at www.bsc.ca.gov/Home/CALGreen.aspx may be used to assist in documenting compliance with the waste management plan. 2. Mixed construction and demolition debris processors can be located at the California Department of Resources Recycling and Recovery (CalRecycle). 5.408.2 UNIVERSAL WASTE. [A] Additions and alterations to a building or tenant space that meet the scoping provisions in Section 301.3 for nonresidential additions and alterations, shall require verification that Universal Waste items such as fluorescent lamps and ballast and mercury containing thermostats as well as other California prohibited Universal Waste materials are disposed of properly and are diverted from landfills. A list of prohibited Universal Waste materials shall be included in the construction documents. Note: Refer to the Universal Waste Rule link at: http://www.dtsc.ca.gov/LawsRegsPolicies/Regs/upload/OEAR-A_REGS_UWR_FinalText.pdf 5.408.3 EXCAVATED SOIL AND LAND CLEARING DEBRIS. 100 percent of trees, stumps, rocks and associated vegetation and soils resulting primarily from land clearing shall be reused or recycled. For a phased project, such material may be stockpiled on site until the storage site is developed. Exception: Reuse, either on or off-site, of vegetation or soil contaminated by disease or pest infestation. Notes:1. If contamination by disease or pest infestation is suspected, contact the County Agricultural Commissioner and follow its direction for recycling or disposal of the material. 2. For a map of know pest and/or disease quarantine zones, consult with the California Department of Food and Agriculture. (www.cdfa.ca.gov) DIVISION 5.5 ENVIRONMENTAL QUALITY SECTION 5.501 GENERAL 5.501.1 SCOPE. The provisions of this chapter shall outline means of reducing the quantity of air contaminants that are odorous, irritating, and/or harmful to the comfort and well-being of a building's installers, occupants and neighbors. SECTION 5.502 DEFINITIONS 5.502.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ARTERIAL HIGHWAY. A general term denoting a highway primarily for through traffic usually on a continuous route. A-WEIGHTED SOUND LEVEL (dBA). The sound pressure level in decibels as measured on a sound level meter using the internationally standardized A-weighting filter or as computed from sound spectral data to which A-weighting adjustments have been made. 1 BTU/HOUR. British thermal units per hour, also referred to as Btu. The amount of heat required to raise one pound of water one degree Fahrenheit per hour, a common measure of heat transfer rate. A ton of refrigeration is 12,000 Btu, the amount of heat required to melt a ton (2,000 pounds) of ice at 320 Fahrenheit. COMMUNITY NOISE EQUIVALENT LEVEL (CNEL). A metric similar to the day-night average sound level (Ldn), except that a 5 decibel adjustment is added to the equivalent continuous sound exposure level for evening hours (7pm to 10pm) in addition to the 10 dB nighttime adjustment used in the Ldn. COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and medium density fiberboard. “Composite wood products” does not include hardboard, structural plywood, structural panels, structural composite lumber, oriented strand board, glued laminated timber, timber, prefabricated wood I–joists or finger–jointed lumber, all as specified in California Code of Regulations (CCR), Title 17, Section 93120.1(a). Note: See CCR, Title 17, Section 93120.1. DAY-NIGHT AVERAGE SOUND LEVEL (Ldn). The A-weighted equivalent continuous sound exposure level for a 24-hour period with a 10 dB adjustment added to sound levels occurring during nighttime hours (10p.m. to 7 a.m.). DECIBEL (db). A measure on a logarithmic scale of the magnitude of a particular quantity (such as sound pressure, sound power, sound intensity) with respect to a reference quantity. ELECTRIC VEHICLE (EV). An automotive-type vehicle for on-road use, such as passenger automobiles, buses, trucks, vans, neighborhood electric vehicles, electric motorcycles, and the like, primarily powered by an electric motor that draws current from a rechargeable storage battery, fuel cell, photovoltaic array, or other source of electric current. Plug-in hybrid electric vehicles (PHEV) are considered electric vehicles. For purposes of the California Electrical Code, off-road, self-propoelled electric vehicles, such as industrial trucks, hoists, lifts, transports, golf carts, airline ground support equipment, tractors, boats, and the like, are not included. ELECTRIC VEHICLE CHARGING STATION(S) (EVCSj). One or more spaces intended for charging electric vehicles. ELECTRIC VEHICLE SUPPLY EQUIPMENT (EVSE). The conductors, including the ungrounded, grounded, and equipment grounding conductors and the electric vehicle connectors, attachment plugs, and all other fittings, devices, power outlets, or apparatus installed specifically for the purpose of transferring energy between the premises wiring and the electric vehicle. ENERGY EQUIVALENT (NOISE) LEVEL (Leq). The level of a steady noise which would have the same energy as the fluctuating noise level integrated over the time of period of interest. EXPRESSWAY. An arterial highway for through traffic which may have partial control of access, but which may or may not be divided or have grade separations at intersections. FREEWAY. A divided arterial highway with full control of access and with grade separations at intersections. GLOBAL WARMING POTENTIAL (GWP). The radiative forcing impact of one mass-based unit of a given greenhouse gas relative to an equivalent unit of carbon dioxide over a given period of time. Carbon dioxide is the reference compound with a GWP of one. GLOBAL WARMING POTENTIAL VALUE (GWP VALUE). A 100-year GWP value published by the Intergovernmental Panel on Climate Change (IPCC) in either its Second Assessment Report (SAR) (IPCC, 1995); or its Fourth Assessment A-3 Report (AR4) (IPCC, 2007). The SAR GWP values are found in column "SAR (100-yr)" of Table 2.14.; the AR4 GWP values are found in column "100 yr" of Table 2.14. HIGH-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that is: (a) a chlorofluorocarbon, a hdrochlorofluorocarbon, a hydrofluorocarbon, a perfluorocarbon, or any compound or blend of compounds, with a GWP value equal to or greater than 150, or (B) any ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). LONG RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.5 times the pipe diameter. LOW-GWP REFRIGERANT. A compound used as a heat transfer fluid or gas that: (A) has a GWP value less than 150, and (B) is not an ozone depleting substance as defined in Title 40 of the Code of Federal Regulations, Part 82, sec.82.3 (as amended March 10, 2009). MERV. Filter minimum efficiency reporting value, based on ASHRAE 52.2–1999. MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a compound to the "Base REactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to hundreths of a gram (g O3/g ROC). PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of product (excluding container and packaging). PSIG. Pounds per square inch, guage. REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to ozone formation in the troposphere. SCHRADER ACCESS VALVES. Access fittings with a valve core installed. SHORT RADIUS ELBOW. Pipe fitting installed between two lengths of pipe or tubing to allow a change of direction, with a radius 1.0 times the pipe diameter. SUPERMARKET. For the purposes of Section 5.508.2, a supermarket is any retail food facility with 8,000 square feet or more conditioned area, and that utilizes either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. VOC. A volatile organic compound broadly defined as a chemical compound based on carbon chains or rings with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a) .Note: Where specific regulations are cited from different agencies such as SCAQMD, ARB, etc., the VOC definition included in that specific regulation is the one that prevails for the specific measure in question. SECTION 5.503 FIREPLACES 5.503.1 FIREPLACES. Install only a direct-vent sealed-combustion gas or sealed wood-burning fireplace, or a sealed woodstove or pellet stove, and refer to residential requirements in the California Energy Code, Title 24, Part 6, Subchapter 7, Section 150. Woodstoves, pellet stoves and fireplaces shall comply with applicable local ordinances. 5.503.1.1 Woodstoves. Woodstoves and pellet stoves shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as applicable, and shall have a permanent label indicating they are certified to meet the emission limits. SECTION 5.504 POLLUTANT CONTROL 5.504.1 TEMPORARY VENTILATION. The permanent HVAC system shall only be used during construction if necessary to condition the building or areas of addition or alteration within the required temperature range for material and equipment installation. If the HVAC system is used during construction, use return air filters with a Minimum Efficiency Reporting Value (MERV) of 8, based on ASHRAE 52.2-1999, or an average efficiency of 30% based on ASHRAE 52.1-1992 Replace all filters immediately prior to occupancy, or, if the building is occupied during alteration, at the conclusion of construction. 5.504.3 Covering of duct openings and protection of mechanical equipment during construction. At the time of rough installation and during storage on the construction site until final startup of the heating, cooling and ventilation equipment, all duct and other related air distribution component openings shall be covered with tape, plastic, sheetmetal or other methods acceptable to the enforcing agency to reduce the amount of dust, water and debris which may enter the system. 5.410.2.1 Owner's or Owner Representative's Project Requirements (OPR). [N] The expectations and requirements of the building appropriate to its phase shall be documented before the design phase of the project begins. This documentation shall include the following: 1. Environmental and sustainability goals. 2. Building sustainable goals. 3. Indoor environmental quality requirements. 4. Project program, including facility functions and hours of operation, and need for after hours operation. 5. Equipment and systems expectations. 6. Building occupant and operation and maintenance (O&M) personnel expectations. 5.410.2.2 Basis of Design (BOD). [N] A written explanation of how the design of the building systems meets the OPR shall be completed at the design phase of the building project. The Basis of Design document shall cover the following systems: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse system. 5.410.2.3 Commissioning plan. [N] Prior to permit issuance a commissioning plan shall be completed to document how the project will be commissioned. The commissioning plan shall include the following: 1. General project information. 2. Commissioning goals. 3. Systems to be commissioned. Plans to test systems and components shall include: a. An explanation of the original design intent. b. Equipment and systems to be tested, including the extent of tests. c. Functions to be tested. d. Conditions under which the test shall be performed. e. Measurable criteria for acceptable performance. 4. Commissioning team information. 5. Commissioning process activities, schedules and responsibilities. Plans for the completion of commissioning shall be included. 5.410.2.4 Functional performance testing. [N] Functional performance tests shall demonstrate the correct installation and operation of each component, system and system-to-system interface in accordance with the approved plans and specifications. Functional performance testing reports shall contain information addressing each of the building components tested, the testing methods utilized, and include any readings and adjustments made. 5.410.2.6 Commissioning report. [N] A report of commissioning process activities undertaken through the design and construction phases of the building project shall be completed and provided to the owner or representative. 5.410.4 TESTING AND ADJUSTING. New buildings less than 10,000 square feet. Testing and adjusting of systems shall be required for new buildings less than 10,000 square feet or new systems to serve an addition or alteration subject to Section 303.1. 5.410.4.2 (Reserved) Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting system and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements and Sections 120.5, 120.6, 130.4, and 140.9(b)3 for additional testing requirements of specific systems. 5.410.4.2 Systems. Develop a written plan of procedures for testing and adjusting systems. Systems to be included for testing and adjusting shall include at a minimum, as applicable to the project: 1. Renewable energy systems. 2. Landscape irrigation systems. 3. Water reuse systems. 5.410.4.3 Procedures. Perform testing and adjusting procedures in accordance with manufacturer's specifications and applicable standards on each system. 5.410.4.3.1 HVAC balancing. In addition to testing and adjusting, before a new space-conditioning system serving a building or space is operated for normal use, the system shall be balanced in accordance with the procedures defined by the Testing Adjusting and Balancing Bureau National Standards; the National Environmental Balancing Bureau Procedural Standards; Associated Air Balance Council National Standards or as approved by the enforcing agency. SECTION 5.410 BUILDING MAINTENANCE AND OPERATIONS 5.410.1 RECYCLING BY OCCUPANTS. Provide readily accessible areas that serve the entire building and are identified for the depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper, corrugated cardboard, glass, plastics, organic waste, and metals or meet a lawfully enacted local recycling ordinance, if more restrictive. Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code 42649.82 (a)(2)(A) et seq. shall also be exempt from the organic waste portion of this section. 5.410.1.1 Additions. All additions conducted within a 12-month period under single or multiple permits, resulting in an increase of 30% or more in floor area, shall provide recycling areas on site. Exception: Additions within a tenant space resulting in less than a 30% increase in the tenant space floor area. 5.410.1.2 Sample ordinance. Space allocation for recycling areas shall comply with Chapter 18, Part 3, Division 30 of the Public Resources Code. Chapter 18 is known as the California Solid Waste Reuse and Recycling Access Act of 1991 (Act). Note: A sample ordinance for use by local agencies may be found in Appendix A of the document at the CalRecycle’s web site. 5.410.2.5 Documentation and training. [N] A Systems Manual and Systems Operations Training are required, including Occupational Safety and Health Act (OSHA) requirements in California Code of Regulations (CCR), Title 8, Section 5142, and other related regulations. 5.410.2.5.1 Systems manual. [N] Documentation of the operational aspects of the building shall be completed within the systems manual and delivered to the building owner or representative. The systems manual shall include the following: 1. Site information, including facility description, history and current requirements. 2. Site contact information. 3. Basic operations and maintenance, including general site operating procedures, basic troubleshooting, recommended maintenance requirements, site events log. 4. Major systems. 5. Site equipment inventory and maintenance notes. 6. A copy of verifications required by the enforcing agency or this code. 7. Other resources and documentation, if applicable. 5.410.2.5.2 Systems operations training. [N] A program for training of the appropriate maintenance staff for each equipment type and/or system shall be developed and documented in the commissioning report and shall include the following: 1. System/equipment overview (what it is, what it does and with what other systems and/or equipment it interfaces). 2. Review and demonstration of servicing/preventive maintenance. 3. Review of the information in the Systems Manual. 4. Review of the record drawings on the system/equipment. SECTION 5.304 OUTDOOR WATER USE 5.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Nonresidential developments shall comply with a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water Efficient Landscape Ordinance (MWELO), whichever is more stringent. Notes: 1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code of Regulations, Title 23, Chapter 2.7, Division 2. 2. MWELO and supporting documents, including a water budget calculator, are available at: https://www.water.ca.gov/. 5.304.6 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. For public schools and community colleges, landscape projects as described in Sections 5.304.6.1 and 5.304.6.2 shall comply with the California Department of Water Resources Model Water Efficient Landscape Ordinance (MWELO) commencing with Section 490 of Chapter 2.7, Division 2, Title 23, California Code of Regulations, except that the evapotranspiration adjustment factor (ETAF) shall be 0.65 with an additional water allowance for special landscape areas (SLA) of 0.35. Exception: Any project with an aggregate landscape area of 2,500 square feet or less may comply with the prescriptive measures contained in Appendix D of the MWELO. 5.304.6.1 Newly constructed landscapes. New construction projects with an aggregate landscape area equal to or greater than 500 square feet. 5.304.6.2 Rehabilitated landscapes. Rehabilitated landscape projects with an aggregate landscape area equal to or greater than 1,200 square feet. 5.303.4 COMMERCIAL KITCHEN EQUIPMENT. 5.303.4.1 Food Waste Disposers. Disposers shall either modulate the use of water to no more than 1 gpm when the disposer is not in use (not actively grinding food waste/no-load) or shall automatically shut off after no more than 10 minutes of inactivity. Disposers shall use no more than 8 gpm of water. Note: This code section does not affect local jurisdiction authority to prohibit or require disposer installation. 5.303.5 AREAS OF ADDITION OR ALTERATION. For those occupancies within the authority of the California Building Standards Commission as specified in Section 103, the provisions of Section 5.303.3 and 5.303.4 shall apply to new fixtures in additions or areas of alteration to the building. 5.303.6 STANDARDS FOR PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures and fittings shall be installed in accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table 1701.1 of the California Plumbing Code and in Chapter 6 of this code. Y N/A SECTION 5.402 DEFINITIONS 5.402.1 DEFINITIONS. The following terms are defined in Chapter 2 (and are included here for reference) ADJUST. To regulate fluid flow rate and air patterns at the terminal equipment, such as to reduce fan speed or adjust a damper. BALANCE. To proportion flows within the distribution system, including sub-mains, branches and terminals, according to design quantities. BUILDING COMMISSIONING. A systematic quality assurance process that spans the entire design and construction process, including verifying and documenting that building systems and components are planned, designed, installed, tested, operated and maintained to meet the owner’s project requirements. ORGANIC WASTE. Food waste, green waste, landscape and pruning wste, nonhazardous wood waste, and food soiled paper waste that is mixed in with food waste. TEST. A procedure to determine quantitative performance of a system or equipment SECTION 5.407 WATER RESISTANCE AND MOISTURE MANAGEMENT 5.407.1 WEATHER PROTECTION. Provide a weather-resistant exterior wall and foundation envelope as required by California Building Code Section 1402.2 (Weather Protection), manufacturer's installation instructions or local ordinance, whichever is more stringent. 5.407.2 MOISTURE CONTROL. Employ moisture control measures by the following methods. 5.407.2.1 Sprinklers. Design and maintain landscape irrigation systems to prevent spray on structures. 5.407.2.2 Entries and openings. Design exterior entries and/or openings subject to foot traffic or wind-driven rain to prevent water intrusion into buildings as follows: 5.407.2.2.1 Exterior door protection. Primary exterior entries shall be covered to prevent water intrusion by using nonabsorbent floor and wall finishes within at least 2 feet around and perpendicular to such openings plus at least one of the following: 1. An installed awning at least 4 feet in depth. 2. The door is protected by a roof overhang at least 4 feet in depth. 3. The door is recessed at least 4 feet. 4. Other methods which provide equivalent protection. 5.407.2.2.2 Flashing. Install flashings integrated with a drainage plane. 5.410.2 COMMISSIONING. [N] New buildings 10,000 square feet and over. For new buildings 10,000 square feet and over, building commissioning shall be included in the design and construction processes of the building project to verify that the building systems and components meet the owner’s or owner representative’s project requirements. Commissioning shall be performed in accordance with this section by trained personnel with experience on projects of comparable size and complexity. For I-occupancies that are not regulated by OSHPD or for I-occupancies and L-occupancies that are not regulated y the California Energy Code Section 100.0 Scope, all requirements in Sections 5.410.2 through 5.410.2.6 shall apply. Note: For energy-related systems under the scope (Section 100) of the California Energy Code, including heating, ventilation, air conditioning (HVAC) systems and controls, indoor lighting systems and controls, as well as water heating systems and controls, refer to California Energy Code Section 120.8 for commissioning requirements Commissioning requirements shall include: 1. Owner’s or Owner representative’s project requirements. 2. Basis of design. 3. Commissioning measures shown in the construction documents. 4. Commissioning plan. 5. Functional performance testing. 6. Documentation and training. 7. Commissioning report. Exceptions: 1. Unconditioned warehouses of any size. 2. Areas less than 10,000 square feet used for offices or other conditioned accessory spaces within unconditioned warehouses. 3. Tenant improvements less than 10,000 square feet as described in Section 303.1.1. 4. Open parking garages of any size, or open parking garage areas, of any size, within a structure. Note: For the purposes of this section, unconditioned shall mean a building, area, or room which does not provide heating and or air conditioning. Informational Notes: 1. IAS AC 476 is an accreditation criteria for organizations providing training and/or certification of commissioning personnel. AC 476 is available to the Authority Having Jurisdiction as a reference for qualifications of commissioning personnel. AC 476 des not certify individuals to conduct functional performance tests or to adjust and balance systems. 2. Functional performance testing for heating, ventilation, air conditioning systems and lighting controls must be performed in compliance with the California Energy Code. 5.410.4.4 Reporting. After completion of testing, adjusting and balancing, provide a final report of testing signed by the individual responsible for performing these services. 5.410.4.5 Operation and maintenance (O & M) manual. Provide the building owner or representative with detailed operating and maintenance instructions and copies of guaranties/warranties for each system. O & M instructions shall be consistent with OSHA requirements in CCR, Title 8, Section 5142, and other related regulations. 5.410.4.5.1 Inspections and reports. Include a copy of all inspection verifications and reports required by the enforcing agency. RESPON. Y N/A Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY 5.303.3.4 Faucets and fountains. 5.303.3.4.1 Nonresidential Lavatory faucets. Lavatory faucets shall have a maximum flow rate of not more than 0.5 gallons per minute at 60 psi. 5.303.3.4.2 Kitchen faucets. Kitchen faucets shall have a maximum flow rate of not more than 1.8 gallons per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per minute at 60 psi. 5.303.3.4.3 Wash fountains. Wash fountains shall have a maximum flow rate of not more than1.8 gallons per minute/20 [rim space (inches) at 60 psi]. 5.303.3.4.4 Metering faucets. Metering faucets shall not deliver more than 0.20 gallons per cycle. 5.303.3.4.5 Metering faucets for wash fountains. Metering faucets for wash fountains shall have a maximum flow rate of not more than 0.20 gallons per minute/20 [rim space (inches) at 60 psi]. Note: Where complying faucets are unavailable, aerators or other means may be used to achieve reduction. c COPYRIGHT; Oldham Architects expressly reserves all rights to these plans by common copyright privileges. These plans may not be reproduced, changed, or copied in any manner or turned over to a third party without the expressed written consent of Ryan E. Oldham. oldham architects ISSUE: CHECK: DRAWN: PROJECT No.: New Addition to Clubhouse Black Gold Golf Club
1 Black Gold Dr, Yorba Linda, CA 92886 08.16.25 BUILDING SUBMITTAL #1 ROLH 25001 oldham architect s 680 Langsdorf Drive, Suite 202B fullerton, california 92831 714.482.8296 | oldham-architects.com Black and Gold Golf Club A0.4 Non-Residential Mandatory Measures Page 555 of 1224
5.504.4.3 Paints and coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of the ARB Architectural Coatings Suggested Control Measure, as shown in Table 5.504.4.3, unless more stringent local limits apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories listed in Table 5.504.4.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss coating, based on its gloss, as defined in Subsections 4.21, 4.36 and 4.37 of the 2007 California Air Resources Board Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in Table 5.504.4.3 shall apply. 5.504.4.3.1 Aerosol Paints and coatings. Aerosol paints and coatings shall meet the PWMIR Limits for ROC in Section 94522(a)(3) and other requirements, including prohibitions on use of certain toxic compounds and ozone depleting substances, in Sections 94522(c)(2) and (d)(2) of California Code of Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation 8 Rule 49. 5.504.4.4.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the Carpet and Rug Institute Green Label program. 5.504.4.4.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 5.504.4.1. 5.504.4.5 Composite wood products. Hardwood plywood, particleboard and medium density fiberboard composite wood products used on the interior or exterior of the buildings shall meet the requirements for formaldehyde as specified in ARB's Air Toxics Control Measure (ATCM) for Composite Wood (17 CCR 93120 et seq.). Those materials not exempted under the ATCM must meet the specified emission limits, as shown in Table 5.504.4.5. 5.504.4.5.3 Documentation. Verification of compliance with this section shall be provided as requested by the enforcing agency. Documentation shall include at least one of the following: 1. Product certifications and specifications. 2. Chain of custody certifications. 3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see CCR, Title 17, Section 93120, et seq.). 4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered Wood Association, the Australian AS/NZS 2269 or European 636 3S standards. 5. Other methods acceptable to the enforcing agency. TABLE 5.504.4.1 - ADHESIVE VOC LIMIT1,2 Less Water and Less Exempt Compounds in Grams per Liter ARCHITECTURAL APPLICATIONS CURRENT VOC LIMIT INDOOR CARPET ADHESIVES 50 CARPET PAD ADHESIVES 50 OUTDOOR CARPET ADHESIVES 150 WOOD FLOORING ADHESIVES 100 RUBBER FLOOR ADHESIVES 60 SUBFLOOR ADHESIVES 50 CERAMIC TILE ADHESIVES 65 VCT & ASPHALT TILE ADHESIVES 50 DRYWALL & PANEL ADHESIVES 50 COVE BASE ADHESIVES 50 MULTIPURPOSE CONSTRUCTION ADHESIVES 70 STRUCTURAL GLAZING ADHESIVES 100 SINGLE-PLY ROOF MEMBRANE ADHESIVES 250 OTHER ADHESIVES NOT SPECIFICALLY LISTED 50 SPECIALTY APPLICATIONS PVC WELDING 510 CPVC WELDING 490 ABS WELDING 325 PLASTIC CEMENT WELDING 250 ADHESIVE PRIMER FOR PLASTIC 550 CONTACT ADHESIVE 80 SPECIAL PURPOSE CONTACT ADHESIVE 250 STRUCTURAL WOOD MEMBER ADHESIVE 140 TOP & TRIM ADHESIVE 250 SUBSTRATE SPECIFIC APPLICATIONS METAL TO METAL 30 PLASTIC FOAMS 50 POROUS MATERIAL (EXCEPT WOOD) 50 WOOD 30 FIBERGLASS 80 1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER, THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED. 2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168, www.arb.ca.gov/DRDB/SC/CURHTML/R1168.PDF TABLE 5.504.4.2 - SEALANT VOC LIMIT Less Water and Less Exempt Compounds in Grams per Liter SEALANTS CURRENT VOC LIMIT ARCHITECTURAL 250 MARINE DECK 760 NONMEMBRANE ROOF 300 ROADWAY 250 SINGLE-PLY ROOF MEMBRANE 450 OTHER 420 SEALANT PRIMERS ARCHITECTURAL NONPOROUS 250 POROUS 775 MODIFIED BITUMINOUS 500 MARINE DECK 760 OTHER 750 NOTE: FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE THE VOC CONTENT SPECIFIED IN THESE TABLES, SEE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT RULE 1168. TABLE 5.504.4.3 - VOC CONTENT LIMITS FOR ARCHITECTURAL COATINGS2,3 GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT COMPOUNDS COATING CATEGORY CURRENT VOC LIMIT FLAT COATINGS 50 NONFLAT COATINGS 100 NONFLAT HIGH GLOSS COATINGS 150 SPECIALTY COATINGS ALUMINUM ROOF COATINGS 400 BASEMENT SPECIALTY COATINGS 400 BITUMINOUS ROOF COATINGS 50 BITUMINOUS ROOF PRIMERS 350 BOND BREAKERS 350 CONCRETE CURING COMPOUNDS 350 CONCRETE/MASONRY SEALERS 100 DRIVEWAY SEALERS 50 DRY FOG COATINGS 150 FAUX FINISHING COATINGS 350 FIRE RESISTIVE COATINGS 350 FLOOR COATINGS 100 FORM-RELEASE COMPOUNDS 250 GRAPHIC ARTS COATINGS (SIGN PAINTS) 500 HIGH-TEMPERATURE COATINGS 420 INDUSTRIAL MAINTENANCE COATINGS 250 LOW SOLIDS COATINGS1 120 MAGNESITE CEMENT COATINGS 450 MASTIC TEXTURE COATINGS 100 METALLIC PIGMENTED COATINGS 500 MULTICOLOR COATINGS 250 PRETREATMENT WASH PRIMERS 420 PRIMERS, SEALERS, & UNDERCOATERS 100 REACTIVE PENETRATING SEALERS 350 RECYCLED COATINGS 250 ROOF COATINGS 50 RUST PREVENTATIVE COATINGS 250 SHELLACS: CLEAR 730 OPAQUE 550 SPECIALTY PRIMERS, SEALERS & UNDERCOATERS 100 STAINS 250 STONE CONSOLIDANTS 450 SWIMMING POOL COATINGS 340 TRAFFIC MARKING COATINGS 100 TUB & TILE REFINISH COATINGS 420 WATERPROOFING MEMBRANES 250 WOOD COATINGS 275 WOOD PRESERVATIVES 350 ZINC-RICH PRIMERS 340 1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER & EXEMPT COMPOUNDS 2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE. 3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS AVAILABLE FROM THE AIR RESOURCES BOARD. TABLE 5.504.4.5 - FORMALDEHYDE LIMITS1 MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION PRODUCT CURRENT LIMIT HARDWOOD PLYWOOD VENEER CORE 0.05 HARDWOOD PLYWOOD COMPOSITE CORE 0.05 PARTICLE BOARD 0.09 MEDIUM DENSITY FIBERBOARD 0.11 THIN MEDIUM DENSITY FIBERBOARD2 0.13 1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY THE CALIFORNIA AIR RESOURCES BOARD, AIR TOXICS CONTROL MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIFORNIA CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH 93120.12. 2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM THICKNESS OF 5/16 INCHES (8 MM). 5.508.2.1 Refrigerant piping. Piping compliant with the California Mechanical Code shall be installed to be accessible for leak protection and repairs. Piping runs using threaded pipe, copper tubing with an outside diameter (OD) less than 1/4 inch, flared tubing connections and short radius elbows shall not be used in refrigerant systems except as noted below. 5.508.2.1.1 Threaded pipe. Threaded connections are permitted at the compressor rack. 5.508.2.1.2 Copper pipe. Copper tubing with an OD less than 1/4 inch may be used in systems with a refrigerant charge of 5 pounds or less. 5.508.2.1.2.1 Anchorage. One-fouth-inch OD tubing shall be securely clamped to a rigid base to keep vibration levels below 8 mils. 5.508.2.1.3 Flared tubing connections. Double-flared tubing connections may be used for pressure controls, valve pilot lines and oil. Exception: Single-flared tubing connections may be used with a multiring seal coated with industrial sealant suitable for use with refrigerants and tightened in accordance with manufacturer's recommendations. 5.508.2.1.4 Elbows. Short radius elbows are only permitted where space limitations prohibit use of long radius elbows. 5.508.2.2 Valves. Valves Valves and fittings shall comply with the California Mechanical Code and as follows.5.508.2.2.1 Pressure relief valves. For vessels containing high-GWP refrigerant, a rupture disc shall be installed between the outlet of the vessel and the inlet of the pressure relief valve. 5.508.2.2.1.1 Pressure detection. A pressure gauge, pressure transducer or other device shall be installed in the space between the rupture disc and the relief valve inlet to indicate a disc rupture or discharge of the relief valve. 5.508.2.2.2 Access valves. Only Schrader access valves with a brass or steel body are permitted for use. 5.508.2.2.2.1 Valve caps. For systems with a refrigerant charge of 5 pounds or more, valve caps shall be brass or steel and not plastic. 5.508.2.2.2.2 Seal caps. If designed for it, the cap shall have a neoprene O-ring in place. 5.508.2.2.2.2.1 Chain tethers. Chain tethers to fit ovr the stem are required for valves designed to have seal caps. Exception: Valves with seal caps that are not removed from the valve during stem operation. 5.508.2.3 Refrigerated service cases. Refrigerated service cases holding food products containing vinegar and salt shall have evaporator coils of corrosion-resistant material, such as stainless steel; or be coated to prevent corrosion from these substances. 5.508.2.3.1 Coil coating. Consideration shall be given to the heat transfer efficiency of coil coating to maximize energy efficiency. 5.508.2.4 Refrigerant receivers. Refrigerant receivers with capacities greater than 200 pounds shall be fitted with a device tha indicates the level of refrigerant in the receiver. 5.508.2.5 Pressure testing. The system shall be pressure tested during installation prior to evacuation and charging. 5.508.2.5.1 Minimum pressure. The system shall be charged with regulated dry nitrogen and appropriate tracer gas to bring system pressure up to 300 psig minimum. 5.508.2.5.2 Leaks. Check the system for leaks, repair any leaks, and retest for pressure using the same gauge. 5.508.2.5.3 Allowable pressure change. The system shall stand, unaltered, for 24 hours with no more than a +/- one pound pressure change from 300 psig, measured with the same gauge. 5.508.2.6 Evacuation. The system shall be evacuated after pressure testing and prior to charging. 5.508.2.6.1 First vacuum. Pull a system vacuum down to at least 1000 microns (+/- 50 microns), and hold for 30 minutes. 5.508.2.6.2 Second vacuum. Pull a second system vacuum to a minimum of 500 microns and hold for 30 minutes. 5.508.2.6.3 Third vacuum. Pull a third vacuum down to a minimum of 300 microns, and hold for 24 hours with a maximum drift of 100 microns over a 24-hour period. CHAPTER 7 INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS 702 QUALIFICATIONS 702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or certification program. Uncertified persons may perform HVAC installations when under the direct supervision and responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems. Examples of acceptable HVAC training and certification programs include but are not limited to the following: 1. State certified apprenticeship programs. 2. Public utility training programs. 3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations. 4. Programs sponsored by manufacturing organizations. 5. Other programs acceptable to the enforcing agency. 702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be considered by the enforcing agency when evaluating the qualifications of a special inspector: 1. Certification by a national or regional green building program or standard publisher. 2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building performance contractors, and home energy auditors. 3. Successful completion of a third party apprentice training program in the appropriate trade. 4. Other programs acceptable to the enforcing agency. Notes:1. Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate homes in California according to the Home Energy Rating System (HERS). [BSC-CG] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a recognized state, national or international association, as determined by the local agency. The area of certification shall be closely related to the primary job function, as determined by the local agency. Note: Special inspectors shall be independent entities with no financial interest in the materials or the project they are inspecting for compliance with this code. 703 VERIFICATIONS 703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in the appropriate section or identified applicable checklist. SECTION 5.505 INDOOR MOISTURE CONTROL 5.505.1 INDOOR MOISTURE CONTROL. Buildings shall meet or exceed the provisions of California Building Code, CCR, Title 24, Part 2, Sections 1202 (Ventilation) and Chapter 14 (Exterior Walls). For additional measures, see Section 5.407.2 of this code. SECTION 5.506 INDOOR AIR QUALITY 5.506.1 OUTSIDE AIR DELIVERY. For mechanically or naturally ventilated spaces in buildings, meet the minimum requirements of Section 120.1 (Requirements For Ventilation) of the California Energy Code, or the applicable local code, whichever is more stringent, and Division 1, Chapter 4 of CCR, Title 8. 5.506.2 CARBON DIOXIDE (CO2) MONITORING. For buildings or additions equipped with demand control ventilation, CO2 sensors and ventilation controls shall be specified and installed in accordance with the requirements of the California Energy Code, Section 120(c)(4). SECTION 5.507 ENVIRONMENTAL COMFORT 5.507.4 ACOUSTICAL CONTROL. Employ building assemblies and components with Sound Transmission Class (STC) values determined in accordance with ASTM E 90 and ASTM E 413, or Outdoor-Indoor Sound Transmission Class (OITC) determined in accordance with ASTM E 1332, using either the prescriptive or performance method in Section 5.507.4.1 or 5.507.4.2. Exception: Buildings with few or no occupants or where occupants are not likely to be affected by exterior noise, as determined by the enforcement authority, such as factories, stadiums, storage, enclosed parking structures and utility buildings. Exception: [DSA-SS] For public schools and community colleges, the requirements of this section and all subsections apply only to new construction. 5.507.4.1 Exterior noise transmission, prescriptive method. Wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall meet a composite STC rating of at least 50 or a composite OITC rating of no less than 40, with exterior windows of a minimum STC of 40 or OITC of 30 in the following locations: 1. Within the 65 CNEL noise contour of an airport. Exceptions: 1. Ldn or CNEL for military airports shall be determined by the facility Air Installation Compatible Land Use Zone (AICUZ) plan. 2. Ldn or CNEL for other airports and heliports for which a land use plan has not been developed shall be determined by the local general plan noise element. 2. Within the 65 CNEL or Ldn noise contour of a freeway or expressway, railroad, industrial source or fixed-guideway source as determined by the Noise Element of the General Plan. 5.507.4.1.1. Noise exposure where noise contours are not readily available. Buildings exposed to a noise level of 65 dB Leq - 1-hr during any hour of operation shall have building, addition or alteration exterior wall and roof-ceiling assemblies exposed to the noise source meeting a composite STC rating of at least 45 (or OITC 35), with exterior windows of a minimum STC of 40 (or OITC 30). 5.507.4.2 Performance Method. For buildings located as defined in Section 5.507.4.1 or 5.507.4.1.1, wall and roof-ceiling assemblies exposed to the noise source making up the building or addition envelope or altered envelope shall be constructed to provide an interior noise environment attributable to exterior sources that does not exceed an hourly equivalent noise level (Leq-1Hr) of 50 dBA in occupied areas during any hour of operation. 5.507.4.2.1 Site Features. Exterior features such as sound walls or earth berms may be utilized as appropriate to the building, addition or alteration project to mitigate sound migration to the interior. 5.507.4.2.2 Documentation of Compliance. An acoustical analysis documenting complying interior soundlevels shall be prepared by personnel approved by the architect or engineer of record. 5.507.4.3 Interior sound transmission. Wall and floor-ceiling assemblies separating tenant spaces and tenant spaces and public places shall have an STC of at least 40. Note: Examples of assemblies and their various STC ratings may be found at the California Office of Noise Control: www.toolbase.org/PDF/CaseStudies/stc_icc_ratings.pdf. SECTION 5.508 OUTDOOR AIR QUALITY 5.508.1 Ozone depletion and greenhouse gas reductions. Installations of HVAC, refrigeration and fire suppression equipment shall comply with Sections 5.508.1.1 and 5.508.1.2. 5.508.1.1 Chlorofluorocarbons (CFCs). Install HVAC, refrigeration and fire suppression equipment that do not contain CFCs. 5.508.1.2 Halons. Install HVAC, refrigeration and fire suppression equipment that do not contain Halons. 5.508.2 Supermarket refrigerant leak reduction. New commercial refrigeration systems shall comply with the provisions of this section when installed in retail food stores 8,000 square feet or more conditioned area, and that utilize either refrigerated display cases, or walk-in coolers or freezers connected to remote compressor units or condensing units. The leak reduction measures apply to refrigeration systems containing high-global-warming potential (high-GWP) refrigerants with a GWP of 150 or greater. New refrigeration systems include both new facilities and the replacement of existing refrigeration systems in existing facilities. Exception: Refrigeration systems containing low-global warming potential (low-GWP) refrigerant with a GWP value less than 150 are not subject to this section. Low-GWP refrigerants are nonozone-depleting refrigerants that include ammonia, carbon dioxide (CO2), and potentially other refrigerants. 5.504.4.6 Resilient flooring systems. For 80 percent of floor area receiving resilient flooring, installed resilient flooring shall meet at least one of the following: 1. Certified under the Resilient Floor Covering Institute (RFCI) FloorScore program; 2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health's 2010 Standard Method for the Testing and Evaluation Chambers, Version 1.1, February 2010; 3. Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria and listed in the CHPS High Performance Product Database; or 4. Products certified under UL GREENGUARD Gold (formerly the Greenguard Children's & Schools Program). 5.504.4.6.1 Verification of compliance. Documentation shall be provided verifying that resilient flooring materials meet the pollutant emission limits. 5.504.5.3 Filters. In mechanically ventilated buildings, provide regularly occupied areas of the building with air filtration media for outside and return air that provides at least a Minimum Efficiency Reporting Value (MERV) of 13. MERV 13 filters shall be installed prior to occupancy, and recommendations for maintenance with filters of the same value shall be included in the operation and maintenance manual. Exceptions: Existing mechanical equipment. 5.504.5.3.1 Labeling. Installed filters shall be clearly labeled by the manufacturer indicating the MERV rating. 5.504.7 ENVIRONMENTAL TOBACCO SMOKE (ETS) CONTROL. Where outdoor areas are provided for smoking, prohibit smoking within 25 feet of building entries, outdoor air intakes and operable windows and within the building as already prohibited by other laws or regulations; or as enforced by ordinances, regulations or policies of any city, county, city and county, California Community College, campus of the California State University, or campus of the University of California, whichever are more stringent. When ordinances, regulations or policies are not in place, post signage to inform building occupants of the prohibitions. 5.504.4.3.2 Verification. Verification of compliance with this section shall be provided at the request of the enforcing agency. Documentation may include, but is not limited to, the following: 1. Manufacturer's product specification 2. Field verification of on-site product containers 5.504.4.4 Carpet Systems. All carpet installed in the building interior shall meet at least one of the testing and product requirements: 1. Carpet and Rug Institute's Green Label Plus Program. 2. Compliant with the VOC-emission limits and testing requirements specified in the California Department of Public Health Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers, Version 1.1, February 2010 (also known as CDPH Standard Method V1.1 or Specification 01350). 3. NSF/ANSI 140 at the Gold level or higher; 4. Scientific Certifications Systems Sustainable Choice; or 5. Compliant with the Collaborative for High Performance Schools California (2014 CA-CHPS) Criteria listed in the CHPS High Performance Product Database. 5.504.4 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with Sections 5.504.4.1 through 5.504.4.6. 5.504.4.1 Adhesives, sealants and caulks. Adhesives, sealants, and caulks used on the project shall meet the requirements of the following standards: 1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks shall comply with local or regional air pollution control or air quality management district rules where applicable, or SCAQMD Rule 1168 VOC limits, as shown in Tables 5.504.4.1 and 5.504.4.2. Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and trichloroethylene), except for aerosol products as specified in subsection 2, below. 2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in units of product, less packaging, which do not weigh more than one pound and do not consist of more than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17, commencing with Section 94507. Y N/A RESPON. Y N/A Y N/A Y N/A PARTY RESPON. PARTY RESPON. PARTY RESPON. PARTY c COPYRIGHT; Oldham Architects expressly reserves all rights to these plans by common copyright privileges. These plans may not be reproduced, changed, or copied in any manner or turned over to a third party without the expressed written consent of Ryan E. Oldham. oldham architects ISSUE: CHECK: DRAWN: PROJECT No.: New Addition to Clubhouse Black Gold Golf Club
1 Black Gold Dr, Yorba Linda, CA 92886 08.16.25 BUILDING SUBMITTAL #1 ROLH 25001 oldham architect s 680 Langsdorf Drive, Suite 202B fullerton, california 92831 714.482.8296 | oldham-architects.com Black and Gold Golf Club A0.5 Non-Residential Mandatory Measures Page 556 of 1224 c COPYRIGHT; Oldham Architects expressly reserves all rights to these plans by common copyright privileges. These plans may not be reproduced, changed, or copied in any manner or turned over to a third party without the expressed written consent of Ryan E. Oldham. oldham architects ISSUE: CHECK: DRAWN: PROJECT No.: New Addition to Clubhouse Black Gold Golf Club
1 Black Gold Dr, Yorba Linda, CA 92886 08.16.25 BUILDING SUBMITTAL #1 ROLH 25001 oldham architect s 680 Langsdorf Drive, Suite 202B fullerton, california 92831 714.482.8296 | oldham-architects.com Black and Gold Golf Club 10.24.25 BUILDING SUBMITTAL #2 A2.0 Existing Floor - Existing Floor Plan (For Reference Only) Scale: 1 1 8" = 1'-0" Page 557 of 1224
··· WALL TYPES: ···· UTILITY SYMBOLS: c COPYRIGHT; Oldham Architects expressly reserves all rights to these plans by common copyright privileges. These plans may not be reproduced, changed, or copied in any manner or turned over to a third party without the expressed written consent of Ryan E. Oldham. oldham architects ISSUE: CHECK: DRAWN: PROJECT No.: New Addition to Clubhouse Black Gold Golf Club
1 Black Gold Dr, Yorba Linda, CA 92886 08.16.25 BUILDING SUBMITTAL #1 ROLH 25001 oldham architect s 680 Langsdorf Drive, Suite 202B fullerton, california 92831 714.482.8296 | oldham-architects.com Black and Gold Golf Club 10.24.25 BUILDING SUBMITTAL #2 A2.1 Demo Plan New Floor Plan Demo Floor Plan Scale: 1 14" = 1'-0" Keynotes Floor Plan Notes Plan Legend (E) CONFERENCE ROOM (N) OFFICE (N) W.I.F. (N) W.I.C. (E) YARD (E) DRY STORAGE New Floor Plan Scale: 2 14" = 1'-0" (E) LOBBY (E) KITCHEN (E) R.R. Office Reflected Ceiling Plan Scale: 3 14" = 1'-0" Page 558 of 1224 c COPYRIGHT; Oldham Architects expressly reserves all rights to these plans by common copyright privileges. These plans may not be reproduced, changed, or copied in any manner or turned over to a third party without the expressed written consent of Ryan E. Oldham. oldham architects ISSUE: CHECK: DRAWN: PROJECT No.: New Addition to Clubhouse Black Gold Golf Club
1 Black Gold Dr, Yorba Linda, CA 92886 08.16.25 BUILDING SUBMITTAL #1 ROLH 25001 oldham architect s 680 Langsdorf Drive, Suite 202B fullerton, california 92831 714.482.8296 | oldham-architects.com Black and Gold Golf Club 10.24.25 BUILDING SUBMITTAL #2 A2.3 Roof Plan Roof Plan Scale: 1 14" = 1'-0" Keynotes - Roof Plan Notes Attic Venting Calculations ···· (E) ROOF AREA (E) ROOF AREA (E) YARD AREA (N) ROOF AREA (E) ROOF AREA (E) FLAT ROOF AREA (E) ROOF AREA Page 559 of 1224 c COPYRIGHT; Oldham Architects expressly reserves all rights to these plans by common copyright privileges. These plans may not be reproduced, changed, or copied in any manner or turned over to a third party without the expressed written consent of Ryan E. Oldham. oldham architects ISSUE: CHECK: DRAWN: PROJECT No.: New Addition to Clubhouse Black Gold Golf Club
1 Black Gold Dr, Yorba Linda, CA 92886 08.16.25 BUILDING SUBMITTAL #1 ROLH 25001 oldham architect s 680 Langsdorf Drive, Suite 202B fullerton, california 92831 714.482.8296 | oldham-architects.com Black and Gold Golf Club 10.24.25 BUILDING SUBMITTAL #2 A3.0 Exterior Elevations - Front Exterior Elevation Scale: 1 316" = 1'-0" Left Exterior Elevation (At Entry) Scale: 2 316" = 1'-0" Keynotes Page 560 of 1224 c COPYRIGHT; Oldham Architects expressly reserves all rights to these plans by common copyright privileges. These plans may not be reproduced, changed, or copied in any manner or turned over to a third party without the expressed written consent of Ryan E. Oldham. oldham architects ISSUE: CHECK: DRAWN: PROJECT No.: New Addition to Clubhouse Black Gold Golf Club
1 Black Gold Dr, Yorba Linda, CA 92886 08.16.25 BUILDING SUBMITTAL #1 ROLH 25001 oldham architect s 680 Langsdorf Drive, Suite 202B fullerton, california 92831 714.482.8296 | oldham-architects.com Black and Gold Golf Club 10.24.25 BUILDING SUBMITTAL #2 A4.0 Building Sections -
······ Section 1 Scale: 1
3 8" = 1'-0" Section 2 Scale:
2 3
8" = 1'-0"
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c COPYRIGHT; Oldham Architects expressly reserves all rights to these plans by common copyright privileges. These plans may not be reproduced, changed, or copied in any manner or turned over to a third party without the expressed written consent of Ryan E. Oldham. oldham architects ISSUE: CHECK: DRAWN: PROJECT No.: New Addition to Clubhouse Black Gold Golf Club
1 Black Gold Dr, Yorba Linda, CA 92886 08.16.25 BUILDING SUBMITTAL #1 ROLH 25001 oldham architect s 680 Langsdorf Drive, Suite 202B fullerton, california 92831 714.482.8296 | oldham-architects.com Black and Gold Golf Club 10.24.25 BUILDING SUBMITTAL #2 A5.0 Construction Details - 12345 Bottom of Wall / Screed Construction Stucco Wall Stone Veneer Wall Roof Construction Infill Wall @ Exterior 678910 Roof to Parapet Construction Top of Parapet Construction -- 1112131415 Roof Drain ---- 1617181920 ----- 2122232425 ----- Infill Wall @ Cooler Wall Page 562 of 1224 DELTA DESCRIPTION DATE 1 YORBA LINDA PC#1 10/23/25 SHEET NUMBER: PLAN REVISIONS ENGINEER STAMP & SIGNATURE TEAM CONTACT INFORMATION: DATE: SHEET TITLE: CONTACT INFORMATION: PROJECT INFORMATION: BLACK GOLD GOLF CLUB ADDITION 1 BLACK GOLD DR YORBA LINDA, CA 92886 ARCHITECT: OLDHAM ARCHITECTS 680 LANGSDORF DRIVE, SUITE 202B FULLERTON, CA 92831 (714) 782-8296 GOVERNING JURISDICTION: CITY OF FULLERTON BUILDING DEPARTMENT 303 W COMMONWEALTH AVE, 2ND FLOOR FULLERTON, CA 92832 (714) 738-6540 ISE PROJECT NO.: 25-7600.0069 PROJECT MANAGER: MATTHEW ESPINOZA P.E. [email protected] 2 7 3 6 9 V I A I N D U S T R I A T E M E C U L A , C A 9 2 5 9 0 T E L E : 9 5 1 . 6 0 0 . 0 0 3 2 W W W . I S E E N G I N E E R S . C O M S O C A L | N O R C A L | C O L O R A D O 10/23/2025 SCS ©2025 INNOVATIVE STRUCTURAL ENGINEERS ALL RIGHTS RESERVED. THESE DRAWINGS ARE THE PROPERTY OF INNOVATIVE STRUCTURAL ENGINEERS & ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. STRUCTURAL COVER SHEET SCS STRUCTURAL COVER SHEET SN1 STRUCTURAL NOTES SN2 STRUCTURAL NOTES GENERAL NOTES PLANS S1 FOUNDATION PLAN S2 ROOF FRAMING PLAN STRUCTURAL DETAILS SD1 STRUCTURAL FOUNDATION DETAILS SD2 STRUCTURAL GENERAL FRAMING DETAILS SD4 STRUCTURAL ROOF FRAMING DETAILS SHEET INDEX GRAVITY DESIGN PARAMETERS: (PSF, SERVICE LOADS) DEAD ROOF LIVE SNOW LIVE TOTAL ROOF: 15 20 - - 35 FLOOR: 15 - - 40 55 EXTERIOR WALL: 15 - - - 15 INTERIOR WALL: 10 - - - 10 PROJECT DESIGN CRITERIA BUILDING CODE: 2022 CBC LOCATION (LATITUDE / LONGITUDE): 33.9084°N / 117.8163°W GEOTECHNICAL PARAMETERS: SOILS ENGINEER: NOT PROVIDED REPORT NUMBER: N/A DATE: N/A ALLOWABLE SOIL BEARING PRESSURE: 1,500 PSF (PER CBC TABLE 1806.2) ALLOWABLE PASSIVE PRESSURE: 100 PCF (PER CBC TABLE 1806.2) SEISMIC DESIGN PARAMETERS: RISK CATEGORY: II SITE CLASS: D (DEFAULT) SHORT PERIOD SPECTRAL ACCELERATION, Ss: 1.885 1s PERIOD SPECTRAL ACCELERATION, S1: 0.662 SPECTRAL RESPONSE COEFFICIENT, SD1: N/A SHORT PERIOD SPECTRAL RESPONSE, SDS: 1.508 SITE COEFFICIENT, Fa: 1.20 SITE COEFFICENT, Fv: N/A SEISMIC DESIGN CATEGORY: D SEISMIC IMPORTANCE FACTOR, Ie: 1.00 HORIZONTAL STRUCTURAL IRREGULARITIES: NONE VERTICAL STRUCTURAL IRREGULARITIES: NONE WIND DESIGN PARAMETERS: RISK CATEGORY: II WIND EXPOSURE CATEGORY: C ULTIMATE DESIGN WIND SPEED (3-SECOND GUST), VULT: 95 NOMINAL DESIGN WIND SPEED (3-SECOND GUST), VASD: 74 MPH INTERNAL PRESSURE COEFFICIENT, GCpi: ±0.18 CLUBHOUSE ADDITION - BY - STRUCTURAL PLANS - FOR - BLACK GOLD GOLF CLUB 1 BLACK GOLD DRIVE YORBA LINDA, CA 92886 680 LANGSDORF DRIVE, SUITE #202B FULLERTON, CA 92831 OLDHAM ARCHITECTS ftp.J
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Subject: Statement of Special InspectionsEffective Date: 02/25/2025 Design Professionals: this form shall be filled out and imprinted onto the 1st page of the structural plans.
Special Inspections (Only checked items are required)
Required Inspection Type Periodic (P) Continuous (C
)
Concrete: Reinforcing Steel: Bolts Installed in Concrete: Epoxy Dowels:
Mechanical Anchors:
Pre
-Cast Concrete:
Cast in Place Concrete: Pre-Stressed/Post-Tension Concrete: Pilling, Drilled Piers and Caissons: Soils (Excavation): Soils (Compaction): Soils (Fill): Shotcrete: Structural Steel: Structural Welding: High Strength Bolting: Structural Masonry: Wood Construction: Wood Shear Walls: Wind Resistance: Seismic Resistance: Designated Seismic Systems: Plumbing, Mechanical, and Electrical Components: Steel Storage Racks: Testing for Seismic Resistance Systems: Sprayed Applied Fireproofing: Mastic and Intumescent Fire-Resistant Coatings: Fire-Resistant Penetrations and Joints: Smoke-Control System: Sealing of Mass Timber: Exterior Insulation and Finish Systems (EIFS): Special Cases: Fabricated Items: Alternative Test Procedures: Material Testing: Specify other tests, inspections, or special instructions that are required for this project:
DECLARATION BY OWNER OR ARCHITECT/ENGINEER OF RECORD:
I, as the owner, or agent of the owner certify that myself, or the architect/ engineer of record, will be responsible for employing the special inspector(s) as required (contractors may not employ the special inspector).
NAME: ____________________________SIGNATURE: ____________________________DATE: ______________ Yes C
Matthew Espinoza, PE
ftp.J
EgE Manftpnf 10/23/2025 Page 563 of 1224
REINFORCING STEEL 1. REINFORCING STEEL: A. ALL BARS, U.N.O.: ASTM A615, GRADE 60 B. BARS TO BE WELDED: ASTM A706, GRADE 60 C. ADDITIONAL REQUIREMENTS FOR BARS, EXCLUDING TIES, IN DUCTILE MOMENT RESISTING FRAMES AND BOUNDARY ELEMENTS IN SHEAR WALLS: NO ADDITIONAL REQUIREMENTS IF ASTM A706, GRADE 60 BARS USED. ASTM615, GRADE 60 BARS ARE PERMITTED PROVIDED ACTUAL YIELD STRENGTH BASED ON MILL TESTS DOES NOT EXCEED SPECIFIED YIELD STRENGTH BY MORE THAN 18,000 PSI (RETESTS SHALL NOT EXCEED THIS VALUE BY MORE THAN AN ADDITIONAL 3,000 PSI) AND RATIO OF ACTUAL ULTIMATE TENSILE STRESS TO ACTUAL TENSILE YIELD STRENGTH IS NOT LESS THAN 1.25. 2. WIRE AND SPIRAL REINFORCING: A. SMOOTH WELDED WIRE FABRIC (W.W.F.): ASTM A185, FY=65 KSI, FLAT SHEETS ONLY. DO NOT USE ROLLED MESH. LAP SPACES (1 FOOT MINIMUM). OFFSET LAPS IN ADJACENT SHEETS TO AVOID CONTINUOUS LAPS. B. DEFORMED WIRE STIRRUPS (D4 AND LARGER ONLY): ASTM A497, FY=65 KSI. C. SPIRAL REINFORCING: ASTM A82, GRADE 60 3. SHOP DRAWINGS: ACI 315, PART B. SHOW REINFORCING STEEL PLACEMENT INCLUDING SIZES, QUANTITIES, SPACING, CLEARANCES, SPLICE LOCATIONS, LAP LENGTHS, AND CONCRETE COVERAGE AND SUBMIT TO ARCHITECT (STRUCTURAL ENGINEER). PROMPTLY NOTIFY ARCHITECT (STRUCTURAL ENGINEER) PRIOR TO DEVELOPING SHOP DRAWINGS IF INSUFFICIENT CLEAR DISTANCES BETWEEN REINFORCING STEEL AND OTHER CONGESTION IS ENCOUNTERED. NOTIFY SPECIAL INSPECTOR OF ADJUSTMENTS MADE FORM APPROVED CONTRACT DOCUMENTS WHICH ARE INDICATED ON ACCEPTED SHOP DRAWINGS THAT FACILITATE FIELD PLACEMENT OF REINFORCING STEEL AND CONCRETE. 4. SPLICE LOCATIONS: SPLICE #5 BARS AND LARGER ONLY AT LOCATIONS INDICATED. IF ADDITIONAL SPLICE LOCATIONS ARE PROPOSED, PROMPTLY NOTIFY ARCHITECT (STRUCTURAL ENGINEER) PRIOR TO DEVELOPING SHOP DRAWINGS. A. SPLICES IN WALLS: LOCATE SPLICES IN HORIZONTAL BARS AT WELL-STAGGERED LOCATIONS. DO NOT SPLICE VERTICAL BARS EXCEPT AT HORIZONTAL SUPPORTS SUCH AS FLOOR AND ROOF DIAPHRAGMS. 5. MINIMUM CLEARANCES BETWEEN PARALLEL REINFORCING STEEL INCLUDING DISTANCE BETWEEN SETS OF SPLICED BARS: 1" OR 1 db, WHICHEVER IS GREATER. 1 12" OR 112 db WHICHEVER IS GREATER, AT COLUMNS, PIERS, AND PILASTERS ONLY. FOR BUNDLED BARS, MINIMUM CLEAR DISTANCES BETWEEN UNITS OF BUNDLED BARS SHALL BE SAME AS SINGLE BARS EXCEPT BAR DIAMETER IS DERIVED FROM EQUIVALENT TOTAL AREA OF BUNDLE. 7. DOWELS AT CONSTRUCTION JOINTS: PROVIDE DOWELS MATCHING SIZE AND QUANTITY OF REINFORCING STEEL INTERRUPTED AT CONSTRUCTION JOINTS, UNLESS DETAILED OTHERWISE. 8. PLACEMENT OF BARS IN WALLS: PLACE VERTICAL BARS CLOSEST TO WALL SURFACES AT CURTAINS CONTAINING VERTICAL AND HORIZONTAL BARS OF THE SAME SIZE. IN CURTAINS WHICH VERTICAL AND HORIZONTAL BARS ARE OF DIFFERENT SIZES OR SPACING, PLACE LAYER WITH MOST STEEL AREA CLOSEST TO NEAR WALL SURFACE. 9. BARS TERMINATING AT WALLS, COLUMNS, BEAMS, AND FOUNDATIONS: EXTEND BARS TO WITHIN 2" (3" AT CONCRETE POURED AGAINST EARTH) OF FAR FACE OF WALL, COLUMN, BEAM OR FOUNDATION AND PROVIDE STANDARD ACI 90-DEGREE HOOK UNLESS DETAILED OTHERWISE. 10. BARS INTERRUPTED BY STRUCTURAL STEEL: EXTEND BARS TO WITHIN 2" OF STEEL FACE AND PROVIDE STANDARD ACI 90-DEGREE HOOK UNLESS DETAILED OTHERWISE. 11. WELDING: AWS D1.4, EXCEPT AS MODIFIED BY APPLICABLE CODE STANDARD 19-1. SEE RGA #3-77 OF CITY OF LOS ANGELES "R" BOOK FOR ADDITIONAL REQUIREMENTS IF GOVERNING CODE AUTHORITY IS CITY OF LOS ANGELES DEPARTMENT OF BUILDING AND SAFETY. A. ACCEPTABLE REINFORCING STEEL FOR WELDING ASTM A706: IF WELDING OF REINFORCING STEEL OTHER THAN A706 IS DESIRED, SUBMIT PROPOSED PROCEDURE, INDICATING CONFORMANCE TO APPLICABLE CODE AND REQUIREMENTS OF GOVERNING CODE AUTHORITY, TO ARCHITECT (STRUCTURAL ENGINEER) FOR ACCEPTANCE AND TO GOVERNING CODE AUTHORITY FOR APPROVAL PRIOR TO EXECUTION. B. WELDER CERTIFICATION: GOVERNING CODE AUTHORITY. 12. BENDING: BEND COLD UNLESS OTHERWISE ACCEPTED BY ARCHITECT (STRUCTURAL ENGINEER). DO NOT FIELD-BEND REINFORCING STEEL BARS EMBEDDED IN CONCRETE UNLESS OTHERWISE ACCEPTED IN WRITING BY ARCHITECT (STRUCTURAL ENGINEER). 13. LAP SPLICES: PROVIDE CLASS B SPLICES UNLESS INDICATED OTHERWISE. CONCRETE EXPOSURE REQUIREMENTS ACI 318 TABLE 19.3.1.1 - EXPOSURE CATEGORIES AND CLASSES CATEGORY CLASS CONDITION F FREEZING AND THAWING F0 CONCRETE NOT EXPOSED TO FREEZING-AND-THAWING CYCLES F1 CONCRETE EXPOSED TO FREEZING-AND-THAWING CYCLES WITH LIMITED EXPOSURE TO WATER F2 CONCRETE EXPOSED TO FREEZING-AND-THAWING CYCLES WITH FREQUENT EXPOSURE TO WATER F3 CONCRETE EXPOSED TO FREEZING-AND-THAWING CYCLES WITH FREQUENT EXPOSURE TO WATER AND EXPOSURE TO DEICING CHEMICALS S SULFATE WATER SOLUBLE SULFATE (SO42-) IN SOIL, PERCENT BY WEIGHT[1] DISSOLVED SULFATE (SO42-) IN WATER, PPM[2] S0 SO42- < 0.10 SO42- < 150 S1 0.10 < SO42- < 0.20 150 < SO42- < 1500 OR SEAWATER S2 0.20 < SO42- < 2.0 1500 < SO42- < 10,000 S3 SO42- > 2.00 SO42- > 10,000 W IN CONTACT WITH WATER W0 CONCRETE DRY IN SERVICE W1 CONCRETE IN CONTACT WITH WATER WHERE LOW PERMEABILITY IS NOT REQUIRED W2 CONCRETE IN CONTACT WITH WATER WHERE LOW PERMEABILITY IS REQUIRED C CORROSION PROTECTION OF REINFORCEMENT C0 CONCRETE DRY OR PROTECTED FROM MOISTURE C1 CONCRETE EXPOSED TO MOISTURE BUT NOT TO EXTERNAL SOURCES OF CHLORIDES C2 CONCRETE EXPOSED TO MOISTURE AND AN EXTERNAL SOURCE OF CHLORIDES FROM DEICING CHEMICALS, SALT, BRACKISH WATER, SEAWATER, OR SPRAY FROM THESE SOURCES [1] PERCENT SULFATE BY MASS IN SOIL SHALL BE DETERMINED BY ASTM C1580. [2] CONCENTRATION OF DISSOLVED SULFATES IN WATER, IN PPM, SHALL BE DETERMINED BY ASTM D516 OR ASTM D4130. ACI 318 TABLE 19.3.2.1 - REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS EXPOSURE CLASS MAX W/CM MIN f'c ADDITIONAL MINIMUM REQUIREMENTS AIR CONTENT LIMITS ON CEMENTITIOUS MATERIALS F0 N/A 2500 N/A N/A F1 0.55 3500 PER TABLE 19.3.3.1 FOR CONCRETE AND TABLE 19.3.3.3 FOR SHOTCRETE N/A F2 0.45 4500 N/A F3 0.40[3] 5000[3] 26.4.2.2(b) CEMENTITIOUS MATERIALS[4] - TYPES CALCIUM CHLORIDE ADMIXTURE ASTM C150 ASTM C595 ASTM C1157 S0 N/A 2500 NO TYPE RESTRICTION NO TYPE RESTRICTION NO TYPE RESTRICTION NO RESTRICTION S1 0.50 4000 II[5][6] TYPES WITH (MS) DESIGNATION MS NO RESTRICTION S2 0.45 4500 V[6] TYPES WITH (HS) DESIGNATION HS NOT PERMITTED S3 (OPTION 1) 0.45 4500 V PLUS POZZOLAN OR SLAG CEMENT[7] TYPES WITH (HS) DESIGNATION PLUS POZZOLAN OR SLAG CEMENT[7] HS PLUS POZZOLAN OR SLAG CEMENT[7] NOT PERMITTED S3 (OPTION 2) 0.45 4500 V[8] TYPES WITH (HS) DESIGNATION HS NOT PERMITTED W0 N/A 2500 NONE W1 N/A 2500 26.4.2.2 (d) W2 0.5 4000 26.4.2.2 (d) MAXIMUM WATER SOLUBLE CHLORIDE ION (CL-) CONTENT IN CONCRETE, PERCENT BY WEIGHT OF CEMENT[9][10] ADDITIONAL PROVISIONS NON-PRESTR ESSED-ISSUE D CONCRETE PRESTRESSED CONCRETE CO N/A 2500 1.00 0.06 NONE C1 N/A 2500 0.30 0.06 C2 0.40 5000 0.15 0.06 CONCRETE COVER (11) [1] THE W/CM IS BASED ON ALL CEMENTITIOUS AND SUPPLEMENTARY CEMENTITIOUS MATERIALS IN THE CONCRETE MIXTURE. [2] THE MAXIMUM W/CM LIMITS DO NOT APPLY TO LIGHTWEIGHT CONCRETE. [3] FOR PLAIN CONCRETE, THE MAXIMUM W/CM SHALL BE 0.45 AND THE MINIMUM FC′ SHALL BE 4500 PSI. [4] ALTERNATIVE COMBINATIONS OF CEMENTITIOUS MATERIALS TO THOSE LISTED ARE PERMITTED FOR ALL SULFATE EXPOSURE CLASSES WHEN TESTED FOR SULFATE RESISTANCE AND MEETING THE CRITERIA IN 26.4.2.2(C). [5] FOR SEAWATER EXPOSURE, OTHER TYPES OF PORTLAND CEMENTS WITH TRICALCIUM ALUMINATE (C3A) CONTENTS UP TO 10 PERCENT ARE PERMITTED IF THE W/CM DOES NOT EXCEED 0.40. [6] OTHER AVAILABLE TYPES OF CEMENT SUCH AS TYPE I OR TYPE III ARE PERMITTED IN EXPOSURE CLASSES S1 OR S2 IF THE C3A CONTENTS ARE LESS THAN 8 PERCENT FOR EXPOSURE CLASS S1 OR LESS THAN 5 PERCENT FOR EXPOSURE CLASS S2. [7] THE AMOUNT OF THE SPECIfiC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED SHALL BE AT LEAST THE AMOUNT THAT HAS BEEN DETERMINED BY SERVICE RECORD TO IMPROVE SULFATE RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V CEMENT. ALTERNATIVELY, THE AMO UNT OF THE SPECIfiC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED S HALL BE AT LEAST THE AMOUNT TESTED IN ACCORDANCE WITH ASTM C1012 AND MEETING THE CRITERIA IN 26.4.2.2(C). [8] IF TYPE V CEMENTIS USED AS THE SOLE CEMENTITIOUS MATERIAL, THE OPTIONAL SULFATE RESISTANCE REQUIREMENT OF 0.040 PERCENT MAXIMUM EXPANSION IN ASTM C150 SHALL BE SPECIfiED. [9] THE MASS OF SUPPLEMENTARY CEMENTITIOUS MATERIALS USED IN DETERMINING THE CHLORIDE CONTENT SHALL NOT EXCEED THE MASS OF THE PORTLAND CEMENT. [10] CRITERIA FOR DETERMINATION OF CHLORIDE CONTENT ARE IN 26.4.2.2. [11] CONCRETE COVER SHALL BE IN ACCORDANCE WITH 20.5. GENERAL NOTES 1. FIELD VERIFICATION: FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS PRIOR TO CONSTRUCTION. PROMPTLY NOTIFY ARCHITECT (STRUCTURAL ENGINEER) IN CASE OF DISCREPANCIES. 2. DESIGN INTENT: CONTRACT DOCUMENTS INDICATE DESIGN INTENT FORE STRUCTURE IN ITS COMPLETED STATE. THEY DO NOT INDICATE METHOD OF CONSTRUCTION. PROMPTLY NOTIFY ARCHITECT (STRUCTURAL ENGINEER), PRIOR TO PROCEEDING WITH WORK, IF DESIGN INTENT REQUIRES FURTHER CLARIFICATION. 3. DEVIATIONS, MODIFICATIONS AND SUBSTITUTIONS TO APPROVED STRUCTURAL DRAWINGS: MUST BE ACCEPTED IN WRITING BY ARCHITECT (STRUCTURAL ENGINEER) AND APPROVED BY GOVERNING CODE AUTHORITY. NO DEVIATION, MODIFICATION OR SUBSTITUTION WILL BE ACCEPTED VIA SHOP DRAWING REVIEW. 4. PROCEDURES OF CONSTRUCTION: CONTRACTOR IS RESPONSIBLE FOR PROCEDURES OF CONSTRUCTION COMPLYING WITH NATIONAL, STATE AND LOCAL SAFETY ORDINANCES. SITE VISITS (INCLUDING STRUCTURAL OBSERVATION) BY ARCHITECT (STRUCTURAL ENGINEER) DO NOT CONSTITUTE SUPERVISIONS OF METHODS OF CONSTRUCTION. A. PROTECTION OF UTILITIES: LOCATE EXISTING UTILITIES, INCLUDING THOSE NOT SHOWN ON CONTRACT DOCUMENTS, AND PROTECT THEM FROM DAMAGE. CONTRACTOR BEARS EXPENSE OF REPAIR OR REPLACEMENT OF UTILITIES IN CONJUNCTION WITH EXECUTION OF WORK. B. EXCAVATIONS: PROTECT STRUCTURE, ADJACENT STRUCTURES, ADJACENT PROPERTIES, STREETS, AND UTILITIES DURING EXCAVATION UTILIZING LAGGING, SHORING, UNDERPINNING AT SIDES AND RELATED PROCEDURES AS MAY BE REQUIRED. PROVIDE NECESSARY SUPPORTS FOR SOIL EXCAVATIONS. CONTRACTOR AND AFFECTED TRADES SHALL REFER TO GEOTECHNICAL REPORT FOR MORE INFORMATION. C. PROTECTION OF STRUCTURE: PROVIDE NECESSARY MEASURES TO PROTECT STRUCTURE DURING EXECUTION OF WORK. D. CONTRACTOR PROPOSED REVISIONS: WHERE A REVISION OF STRUCTURAL DESIGN OR CONNECTION IS PROPOSED BY CONTRACTOR TO ACCOMMODATE CONSTRUCTION TOLERANCES, CONSTRUCTION SEQUENCE AND/OR DIMENSION MODIFICATIONS, CONTRACTOR SHALL RETAIN A STRUCTURAL ENGINEER LICENSED IN STATE OF CALIFORNIA TO PERFORM DESIGN. SUBMIT STAMPED AND SIGNED DESIGN DRAWINGS AND CALCULATIONS TO THE ARCHITECT (STRUCTURAL ENGINEER) FOR REVIEW AND THE GOVERNING CODE AUTHORITY FOR APPROVAL. E. ERECTION PLANS: DETERMINE PHASES OF WORK REQUIRING ERECTION PLANS ACCORDING TO APPLICABLE SAFETY REGULATIONS. MAINTAIN CERTIFIED COPIES OF ERECTION PLANS AT SITE DURING CONSTRUCTION. F. SHORING, BRACING, AND OTHER TEMPORARY SUPPORTS: DESIGN AND ERECT SHORING, BRACING, AND OTHER TEMPORARY SUPPORTS WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH AND AS REQUIRED FOR SAFE ERECTION. ENSURE FLOOR, ROOF, AND WALL MEMBERS ARE SECURELY SHORED AND BRACED DURING CONSTRUCTION. PROVIDE SHORING AT ELEVATED BEAMS AND SLABS SUPPORTING CONCRETE OR MASONRY WALLS DURING AND AFTER WALL POUR UNTIL WALL ATTAINS DESIGN STRENGTH. G. TEMPORARY LOADING: ENSURE CONSTRUCTION LOADS DO NOT EXCEED INDICATED DESIGN LIVE LOAD VALUES. NOTIFY AFFECTED SUB-CONTRACTOR TRADES OF THESE DESIGN LOAD LIMITS. H. FABRICATION, SHIPMENT, AND ERECTION OF STRUCTURAL STEEL: ENSURE STRESSES OCCURRING DURING FABRICATION, SHIPMENT, AND ERECTION OF STRUCTURAL STEEL ARE TEMPORARY AND ARE LESS THAN DESIGN AND ALLOWABLE STRESS CAPACITIES OF INDIVIDUAL MEMBERS. DO NOT IMPAIR FULL DESIGN AND LOAD CARRYING CAPACITY OF MEMBERS DUE TO FABRICATION, SHIPMENT, OR ERECTION. CONTRACTOR IS RESPONSIBLE FOR CONTROLLING ERECTION SEQUENCE, ERECTION PROCEDURE, TEMPERATURE DIFFERENTIALS AND WELD SHRINKAGE TO MINIMIZE RESIDUE STRESSES. PROVIDE ADDITIONAL MATERIALS FOR THE ERECTION OF STRUCTURAL STEEL SUCH AS TEMPORARY BRACING AND GUY CABLES AS MAY BE NECESSARY AT NO ADDITIONAL COST. REMOVE THESE MATERIALS UNLESS APPROVED IN WRITING BY OWNER. DO NOT TIGHTEN BOLTS IN TYPICAL BEAM TO COLUMN CONNECTIONS FOR ERECTION PURPOSES. I. SECURING REINFORCING STEEL, DOWELS, ANCHOR BOLTS AND EMBEDS: FIRMLY SUPPORT AND ACCURATELY PLACE COMPLYING WITH ACI STANDARDS PRIOR TO CASTING CONCRETE OR GROUT IN MASONRY WALLS. USE TIES AND SUPPORT BARS IN ADDITION TO REINFORCING STEEL SHOWN WHERE NECESSARY. NO WELDING OR REINFORCING STEEL, INCLUDING TACK WELDING, IS PERMITTED UNLESS OTHERWISE ACCEPTED IN WRITING BY ARCHITECT (STRUCTURAL ENGINEER). PROVIDE PLASTIC OR PLASTIC COATED CHAIRS AND SPACERS WHEN RESTING ON EXPOSED SURFACES. 5. COORDINATION RESPONSIBILITY: CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF WORK INCLUDING THAT OF SUB-CONTRACTOR TRADES. 6. SUBMITTALS: SUBMIT TO ARCHITECT (STRUCTURAL ENGINEER) AS INDICATED ON STRUCTURAL DRAWINGS AND SPECIFICATIONS. GENERAL CONTRACTOR SHALL REVIEW SUBMITTAL FOR COMPLETENESS AND COMPLIANCE WITH CONTRACT DOCUMENTS PRIOR TO SUBMISSION. A. REQUEST FOR INFORMATION (RFI) SUBMITTALS: ACCOMPANY RFI'S WITH PARTIAL STRUCTURAL FOUNDATION OR FRAMING PLANS SHOWING LOCATION IN QUESTION AND AFFECTED STRUCTURAL MEMBERS. COPY PARTIAL PLAN FROM STRUCTURAL DRAWINGS AND INDICATE GRID LINE LOCATIONS AND FLOOR LEVEL. ALSO PROVIDE PROPERLY DRAWN ENGINEERING SKETCHES ILLUSTRATING ISSUES AND CONTRACTOR'S PROPOSED SOLUTIONS. PHOTOGRAPHS ARE NOT ACCEPTABLE SUBSTITUTES TO ENGINEERING SKETCHES. 7. CONTRACT DOCUMENTS USE: REVIEW CONTRACT DOCUMENTS IN THEIR ENTIRETY BEFORE PERFORMING STRUCTURAL RELATED WORK AND BEFORE DEVELOPING SHOP DRAWINGS. BRING DISCREPANCIES TO THE IMMEDIATE ATTENTION OF ARCHITECT (STRUCTURAL ENGINEER) BEFORE STARTING WORK. A. SCALING OF DRAWINGS: NOT PERMITTED. B. ADDITIONAL STRUCTURAL REQUIREMENTS: SEE SPECIFICATIONS. C. BUILDING GEOMETRY: SEE ARCHITECTURAL DRAWINGS FOR BUILDING GEOMETRY INCLUDING, BUT NOT LIMITED TO, TOP OF FLOOR AND ROOF ELEVATIONS; DEPRESSIONS; SLOPES; CURBS; DRAINS; TRENCHES; SLAB AND DECK EDGE LOCATIONS; WALL OVERALL DIMENSIONS; AND SIZE AND LOCATIONS OF OPENINGS IN FLOORS, ROOF AND WALLS. D. NON-STRUCTURAL ITEMS REQUIRING SPECIAL PROVISIONS: SEE ARCHITECTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL DRAWINGS FOR NON-STRUCTURAL ITEMS REQUIRING SPECIAL PROVISIONS DURING CONSTRUCTION. THEY INCLUDE, BUT ARE NOT LIMITED TO, NON-STRUCTURAL WALLS; SIZE AND LOCATIONS OF OPENINGS AND SLEEVES PENETRATING STRUCTURE; SIZE AND LOCATION OF CONCRETE CURBS AND PADS; AND SIZE AND LOCATION OF PIPING, DUCTWORK, AND EQUIPMENT ANCHORAGES MOUNTED OR SUSPENDED FROM STRUCTURE. VERIFY EXACT SIZE AND LOCATION OF EQUIPMENT WITH EQUIPMENT MANUFACTURER. 8. MATERIALS: FURNISH AND INSTALL IN COMPLIANCE WITH LEGALLY CONSTITUTED PUBLIC AUTHORITIES HAVING JURISDICTION INCLUDING COUNTY AND LOCAL ORDINANCES AND SAFETY ORDERS OF STATE INDUSTRIAL ACCIDENT COMMISSION, OSHA. 9. PENETRATIONS, EMBEDMENT, AND OPENINGS IN STRUCTURAL MEMBERS: NO PENETRATION, EMBEDMENT, OPENING, SLEEVE, PIPE, OR CONDUIT SHALL OCCUR IN STRUCTURAL MEMBERS INCLUDING FOOTINGS, SLABS, WALLS, COLUMNS, AND BEAMS UNLESS SPECIFICALLY SHOWN OR INDICATED ON STRUCTURAL DRAWINGS. 10. TYPICAL DETAILS: DETAILS ON SD SERIES SHEETS ARE APPLICABLE THROUGHOUT PROJECT WHEREVER THE DESCRIBED CONDITION OCCURS AND MAY OR MAY NOT BE SPECIFICALLY REFERENCED ON STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING THESE DETAILS AND UNDERSTANDING EXTENT OF THEIR APPLICATION PRIOR TO PERFORMING WORK. 11. WATERPROOFING & DRAINAGE: WATERPROOFING AND DRAINAGE IS OUTSIDE THE STRUCTURAL ENGINEER'S SCOPE, EXPERIENCE, AND PROFESSIONAL EXPERTISE. WE RECOMMEND THE OWNER HIRE A SEPARATE SPECIALIZED DESIGN PROFESSIONAL TO ADDRESS WATERPROOFING AND DRAINAGE REQUIREMENTS. IF A SPECIALIZED DESIGN PROFESSIONAL IS NOT HIRED, OWNER AND CONTRACTOR ASSUME RESPONSIBILITY OF ALL WATERPROOFING & DRAINAGE REQUIREMENTS. CONCRETE 1. CONCRETE COMPRESSIVE STRENGTH: ALL CONCRETE SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH AS SHOWN IN THE CONCRETE STRENGTH TABLE BELOW AT 28 DAYS, U.N.O. ON PLANS. SEE ALSO SULFATE CONTENT NOTES. 2. AGGREGATES IN CONCRETE: SHALL BE NATURAL SAND AND ROCK (150 LB/CU. FT) CONFORMING TO ASTM C33. AGGREGATE SHALL HAVE PROVEN SHRINKAGE CHARACTERISTICS OF LESS THAN 0.04% PER ASTM C-157 & ASTM C1293. DO NOT CHANGE SOURCE OF AGGREGATE DURING COURSE OF WORK WITHOUT WRITTEN CONSENT OF ENGINEER. MAX AGGREGATE SIZE SHALL BE USED WHENEVER POSSIBLE. 2.1. PEAGRAVEL MIX OR 38" AGGREGATE MIX SHALL NOT BE USED IN CONCRETE MIX USED IN STRUCTURAL APPLICATIONS, EXCEPT IN SHOTCRETE MIX. 3. CEMENT: SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C150. CEMENT SHALL BE TYPE II OR AS REQUIRED TO SATISFY SITE SOIL CONDITIONS. REFER TO TABLE 4 FOR CONCRETE CEMENT REQUIREMENTS ON SOIL CONTAINING SULFATE. REFER TO TABLE 2 FOR MAXIMUM WATER TO CEMENT RATIO. 4. CONCRETE MIXES SHALL BE DESIGNED BY A QUALIFIED TESTING LABORATORY AND APPROVED BY THE ENGINEER. MIX DESIGN (TEST HISTORY OR TRIAL BATCH METHOD) IN ACCORDANCE WITH ACI 318 SHALL BE USED TO PROPORTION CONCRETE 5. REBAR CLEAR COVER IN CONCRETE: THE FOLLOWING MINIMUM CLEAR DISTANCES BETWEEN REINFORCING STEEL AND FACE OF CONCRETE SHALL BE MAINTAINED UNLESS NOTED OTHERWISE: 6. VIBRATION: VIBRATION OF CONCRETE SHALL BE IN ACCORDANCE WITH GENERAL PROVISIONS OUTLINED IN PORTLAND CEMENT ASSOCIATION SPECIFICATION ST26. 7. CURING: CONCRETE SHALL BE MAINTAINED AT IN A MOIST CONDITION FOR A MINIMUM OF FIVE DAYS AFTER ITS PLACEMENT. FOR CONCRETE OTHER THAN SLAB ON GRADE, APPROVED CURING COMPOUNDS MAY BE USED IN LIEU OF MOIST CURING. ONLY IF APPROVED BY THE ENGINEER OR ARCHITECT. 8. INSPECTIONS, TESTING & QUALITY ASSURANCE: REFER TO STRUCTURAL NOTE SHEETS FOR DEPUTY SPECIAL INSPECTION, TESTING & STRUCTURAL OBSERVATION REQUIREMENTS. A MINIMUM OF ONE COMPRESSION TEST AT 7 DAYS AND 2 TESTS AT 28 DAYS FOR ALL CONCRETE SAMPLES. TAKE TEST AT A FREQUENCY OF ONCE EVERY 150 CU. YDS OR 5,000 SQ. FT MINIMUM. 9. ANCHOR BOLTS, DOWELS, INSERTS: SHALL BE TIED IN PLACE PRIOR TO POURING CONCRETE. 10. CONSTRUCTION AND POUR JOINTS: LOCATIONS SHALL BE APPROVED BY ENGINEER PRIOR TO POURING CONCRETE. 11. FLY ASH: SHALL BE LIMITED TO NO MORE THAN 30 PERCENT OF THE TOTAL WEIGHT OF CEMENTITIOUS MATERIALS IN THE CONCRETE , U.N.O., CONTRACTOR SHALL TAKE INTO EFFECT THE SLOWER CONCRETE CURING TIMES 12. FORMWORK: FORMWORK TOLERANCE SHALL IN ACCORDANCE WITH THE C.B.C. AND A.C.I. STANDARDS. 13. HOT AND COLD WEATHER CONCRETING: 13.1. HOT WEATHER CONCRETING: WHEN AIR TEMPERATURE RISES ABOVE 80° F AND HUMIDITY FALLS BELOW 25, THE CONTRACTOR SHALL FOLLOW HOT WEATHER CONCRETING IN ACCORDANCE WITH ACI 305.1. CONTRACTOR SHALL BE PREPARED TO USE FOG SPRAY OR OTHER PRECAUTIONS ACCEPTABLE TO ARCHITECT WHEN RATE OF EVAPORATION EQUALS OR EXCEEDS 0.2 POUNDS PER SQUARE FOOT PER HOUR. 13.2. COLD WEATHER CONCRETING: ADEQUATE EQUIPMENT SHALL BE PROVIDED FOR HEATING CONCRETE MATERIALS AND PROTECTING CONCRETE DURING FREEZING OR NEAR FREEZING WEATHER. ALL CONCRETE MATERIALS AND ALL REINFORCEMENT, FORMS FILLERS AND GROUND WITH WHICH THE CONCRETE IS TO CONTACT SHALL BE FREE FROM FROST. FROZEN MATERIAL OR MATERIALS CONTAINING ICE SHALL NOT BE USED. COLD WEATHER CONCRETING SHALL BE DONE IN ACCORDANCE WITH ACI 306 R. (LATEST EDITION) 14. PIPES IN CONCRETE: PIPES MAY PASS THROUGH STRUCTURAL CONCRETE IN SLEEVES, BUT SHALL NOT BE EMBEDDED THEREIN. PIPES OR DUCTS EXCEEDING ONE-THIRD THE SLAB OR WALL THICKNESS SHALL NOT BE PLACED IN THE STRUCTURAL CONCRETE UNLESS SPECIFICALLY DETAILED AND INDICATED ON THE CONSTRUCTION DRAWINGS OR APPROVED IN WRITING BY THE ENGINEER. REINFORCING WHICH MAY CONFLICT SHALL NOT BE CUT UNLESS APPROVED IN WRITING BY THE ENGINEER. 15. EXPOSED CORNERS: PROVIDE 3/4" CHAMFERS AT ALL EXPOSED CORNERS. 16. ARCHITECTURAL DETAILS: REFER TO ARCHITECTURAL DRAWINGS FOR REVEALS, AREAS OF TEXTURED CONCRETE OR SPECIAL FINISHES, ITEMS REQUIRED TO BE CAST INTO THE CONCRETE, CURBS AND SLAB DEPRESSIONS. 17. DRYPACK OR NON-SHRINK GROUT: SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 8,000 PSI AND SHALL NOT BE LESS THAN THE CONCRETE STRENGTH. AND SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT MORE THAN THREE PARTS SAND. NON-SHRINK GROUT SHALL CONFORM TO ASTM C109 18. WHERE CONCRETE IS PLACED AGAINST EXISTING CONCRETE SURFACES. THE EXISTING CONCRETE SHALL BE THOROUGHLY CLEANED AND ROUGHED TO A MINIMUM AMPLITUDE OF 1/4" INCH. A CONCRETE BONDING AGENT SHALL BE APPLIED TO THE EXISTING CONCRETE SURFACE, U.N.O. CONCRETE STRENGTH DESCRIPTION MIN 28 DAY STRENGTH, f'c W/C RATIO MAX. SLUMP DENSITY SLAB ON GRADE 2500 psi PER MIX DESIGNER PER MIX DESIGNER 145 PCF FOOTING & GRADE BM 2500 psi PER MIX DESIGNER PER MIX DESIGNER 145 PCF REBAR CLEAR COVER FOR CAST-IN-PLACE CONCRETE MEMBERS CONCRETE EXPOSURE MEMBER REINFORCEMENT SPECIFIED COVER SLAB ON GRADE ALL ALL CENTER OF SLAB OR 2" MIN CONCRETE AGAINST & PERMANENTLY IN CONTACT WITH GROUND: ALL ALL 3" EXPOSED TO WEATHER OR IN CONTACT WITH GROUND ALL No. 6 THROUGH No. 18 BARS 2" No. 5 BAR, W31 OR D31 WIRE, AND SMALLER 1-1/2" NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND SLABS, JOISTS, AND WALLS No. 14 AND No. 18 BARS 1-1/2" No. 11 BAR AND SMALLER 34" BEAMS, COLUMNS, PEDESTALS, AND TENSION TIES PRIMARY REINFORCEMENT, STIRRUPS, TIES, SPIRALS, AND HOOPS 1-1/2" ABBREVIATIONS # NUMBER OR POUND (E) EXISTING ± APPROXIMATE A/E ARCHITECT/ENGINEER AB ANCHOR BOLT ABV ABOVE ACI AMERICAN CONCRETE INSTITUTE ADDL ADDITIONAL ADDM ADDENDUM ADJ ADJACENT ADMIN ADMINISTRATION AFF ABOVE FINISH FLOOR AHR ANCHOR AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION AJ ALIGN JOIST ALT ALTERNATE ALUM ALUMINIUM APA AMERICAN PLYWOOD ASSOCIATION APPD APPROVED APPX APPROXIMATE ARCH ARCHITECTURAL ASD ALLOWABLE STRESS DESIGN ASPH ASPHALT ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS ATC ACUSTICAL TILE CEILING ATCH ATTACHMENT ATS ANCHOR TIEDOWN SYSTEM AWA ALIGN WITH ABOVE AWN AWNING AWS AMERICAN WELDING SOCIETY B/B BACK TO BACK BAL BALANCE BALC BALCONY BD BOARD BDRY BOUNDARY BEV BEVEL BEW BOTTOM EACH WAY BKG BACKING BLDG BUILDING BLK BLOCK BLKG BLOCKING BLW BELOW BM BEAM BN BOUNDARY NAILING BOB BOTTOM OF BEAM BOW BOTTOM OF WALL BP BASE PLATE BRCG BRACING BRG BEARING BS BOUNDARY SCREWS BSMT BASEMENT BTM BOTTOM BTR BETTER BTWN BETWEEN C CAMBER C/C CENTER TO CENTER CANT CANTILEVER CBC CALIFORNIA BUILDING CODE CD CONSTRUCTION DOCUMENTS CIP CAST IN PLACE CJ CONSTRUCTION JOINT OR CONTROL JOIST CJP COMPLETE JOINT PENETRATION CL CENTERLINE CLDG CLADDING CLG CEILING CLL COLUMN LINE CLR CLEAR CMU CONCRETE MASONRY UNIT CNTOR CONTRACTOR COL COLUMN CONC CONCRETE COND CONDITION CONN CONNECTION CONT CONTINUOUS C'SINK COUNTERSINK CTRD CENTERED CVIF CONTRACTOR TO VERIFY IN FIELD DB DROP BEAM DBL DOUBLE DEMO DEMOLISH DEPT DEPARTMENT DF DOUGLAS FIR DIA DIAMETER DIAG DIAGONAL DIM DIMENSION DIST DISTRIBUTED DJ DECK JOIST DL DEAD LOAD DN DOWN DP DEEP DR DROP DTL DETAIL DWG DRAWING EA EACH ED EDGE DISTANCE EF EACH FACE EI EXPANSION INDEX EJ EXPANSION JOINT ELE ELEVATION EMBED EMBEDMENT EN EDGE NAILING EOS EDGE OF SLAB EQ EQUAL EQL SP EQUALLY SPACED EQUIP EQUIPMENT ES EDGE SCREWS EW EACH WAY EWB ENGINEERED WOOD BEAM EXP EXPANSION EXT EXTERIOR F/ FACE OF FA FROM ABOVE FAS BD FASCIA BOARD FDN FOUNDATION FF FINISHED FLOOR FFA FROM FLOOR ABOVE FFB FROM FLOOR BELOW FG FINISHED GRADE FH FULL HEIGHT FIN FINISH FJ FLOOR JOIST FL FLUSH FLG FLANGE FLR FLOOR FNGR FINGER FOC FACE OF CONCRETE FOF FACE OF FINISH FOM FACE OF MASONRY FOS FACE OF STUD FOUN FOUNDATION FRMG FRAMING FRT FIRE RETARTDANT TREATED FSTNR FASTNER FT FEET FTG FOOTING FURR FURRING FWRK FLATWORK GA GAUGE GALV GALVANIZED GLB GLU-LAM GLZ GLAZING GR GRADE GR BM GRADE BEAM GT GIRDER TRUSS GYP GYPSUM GYP-CRET E GYPSUM CONCRETE HD HOLDOWN HDR HEADER HDWR HARDWARE HF HEM-FIR HGR HANGER HGT HEIGHT HORZ HORIZONTAL HS HIGH STRENGTH HSS HOLLOW STRUCTURAL SECTION OR TUBE STEEL HT HEIGHT HVY HEAVY IBC INTERNATIONAL BUILDING CODE ID INSIDE DIAMETER IN INCH INC INCREMENT INFO INFORMATION INSUL INSULATION INT INTERIOR JNT JOINT JST JOIST KSF KIPS PER SQUARE FOOT KWY KEYWAY L ANGLE LF LINEAR FOOT LL LIVE LOAD LLH LONG LEG HORIZONTAL LLV LONG LEG VERTICAL LNTL LINTEL LONGIT LONGITUDINAL LSL LAMINATED STRAND LUMBER LT WT LIGHT WEIGHT LVL LAMINATED VENEER LUMBER MAX MAXIMUM MB MACHINE BOLTS MECH MECHANICAL MFR MANUFACTURER MID MIDDLE MIN MINIMUM MIRR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MOD MODULE MTRL MATERIAL MULT MULTIPLE N/A NOT APPLICABLE N/P NOT PROVIDED NIC NOT IN CONTRACT NTS NOT TO SCALE ø DIAMETER OC ON CENTER OD OUSIDE DIAMETER OH OVERHANG OMF ORINDARY MOMENT FRAME OPEN OPENING OPP OPPOSITE OWSJ OPEN WEB STEEL JOIST OWWJ OPEN WEB WOOD JOIST PAF POWER ACTUATED FASTENER PERF PERFORATED PERP PERPENDICULAR PI PLASTICITY INDEX PL PLATE PLBG PLUMBING PLYWD PLYWOOD PNL PANEL PREFAB PREFABRICATED PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PSL PARALLEL STRAND LUMBER PT PRESSURE TREATED P-T POST TENSIONED PUR PURLINS RC REINFORCED CONCRETE REF REFERENCE REINF REINFORCEMENT REPL REPLACE REQ REQUIRED REQ'D REQUIRED RET RETAINING REV REVISION RF ROOF RFG ROOFING RFI REQUEST FOR INFORMATION RM ROOM RO ROUGH OPENING SAD SEE ARCHITECTUAL DRAWINGS SCHD SCHEDULE SECT SECTION SHTG SHEATHING SIM SIMIILAR SMF SPECIAL MOMENT FRAME SMS SHEET METAL SCREWS SN STRUCTURAL NOTE SOG SLAB ON GRADE SPEC SPECIFICATIONS SPF SPRUCE PINE FIR SPN SOLE PLATE NAILING SQ SQUARE SQSH SQUASH SS STAINLESS STEEL STAGG STAGGER STD STANDARD STIFF STIFFENER STIR STIRRUP STL STEEL STRUCT STRUCTURAL STS SELF TAPPING SCREWS SUPPL SUPPLEMENTAL SW SHEAR WALL SYM SYMMETRICAL T&B TOP AND BOTTOM T&G TOUNGE AND GROOVE TBA TO BEAM ABOVE TBB TO BEAM BELOW TEMP TEMPORARY TFA TO FLOOR ABOVE TFB TO FLOOR BELOW THK THICKNESS THRD THREADED THRU THROUGH TOB TOP OF BEAM TOF TOP OF FOOTING TOJ TOP OF JOIST TOS TOP OF STEEL TOT TOP OF TRUSS TOW TOP OF WALL TP TOP PLATE TRANSV TRANSVERSE TYP TYPICAL UNO UNLESS NOTED OTHERWISE URM UNREINFORCED MASONRY UNIT VERT VERTICAL VIF VERIFY IN FIELD W WIDE W/ WITH W/O WITHOUT WD WOOD WF WIDE FLANGE WHS WELDED HEADED STUD WL WIND LOAD WO WHERE OCCURS WPM WATER PROOF MEMBRANE WR WEATHER RESISTANCE WT WEIGHT WWM WELDED WIRE MESH DELTA DESCRIPTION DATE 1 YORBA LINDA PC#1 10/23/25 SHEET NUMBER: PLAN REVISIONS ENGINEER STAMP & SIGNATURE TEAM CONTACT INFORMATION: DATE: SHEET TITLE: CONTACT INFORMATION: PROJECT INFORMATION: BLACK GOLD GOLF CLUB ADDITION 1 BLACK GOLD DR YORBA LINDA, CA 92886 ARCHITECT: OLDHAM ARCHITECTS 680 LANGSDORF DRIVE, SUITE 202B FULLERTON, CA 92831 (714) 782-8296 GOVERNING JURISDICTION: CITY OF FULLERTON BUILDING DEPARTMENT 303 W COMMONWEALTH AVE, 2ND FLOOR FULLERTON, CA 92832 (714) 738-6540 ISE PROJECT NO.: 25-7600.0069 PROJECT MANAGER: MATTHEW ESPINOZA P.E. [email protected] 2 7 3 6 9 V I A I N D U S T R I A T E M E C U L A , C A 9 2 5 9 0 T E L E : 9 5 1 . 6 0 0 . 0 0 3 2 W W W . I S E E N G I N E E R S . C O M S O C A L | N O R C A L | C O L O R A D O 10/23/2025 SN1 ©2025 INNOVATIVE STRUCTURAL ENGINEERS ALL RIGHTS RESERVED. THESE DRAWINGS ARE THE PROPERTY OF INNOVATIVE STRUCTURAL ENGINEERS & ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. STRUCTURAL NOTES ftp.J
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NAILS 1. DIAPHRAGM NAILING: ALL FLOOR SHEATHING, ROOF SHEATHING AND SHEAR PANELS CONSTRUCTED USING WOOD-BASED STRUCTURAL-USE PANELS SHALL BE FASTENED WITH COMMON NAILS. HARDWARE SHALL BE NAILED PER MANUFACTURER'S REQUIREMENTS, OTHERWISE SHORT NAILS MAY BE USED. NAILING SHALL BE PER THE BUILDING CODE UNLESS NOTED OTHERWISE ON THE PLANS OR DETAILS. 2. NAIL GUNS: MUST BE EQUIPPED WITH A FLUSH NAILER ATTACHMENT FOR NAILING OF PLYWOOD SHEAR WALLS, FLOOR SHEATHING AND ROOF SHEATHING. 3. NAIL MANUFACTURING: ALL NAILS MUST BE DOMESTICALLY MANUFACTURED & MEET THE REQUIREMENTS OF THE CURRENT BUILDING CODE. 4. GALVANIZED NAILS: ALL NAILS INTO PRESSURE TREATED LUMBER SHALL BE HOT DIPPED GALVANIZED OR OTHER APPROVED COATING TO RESIST CORROSION UNLESS PRESSURE TREATED PLATE IS TREATED WITH BORATE. WOOD FRAMING 1. SAWN LUMBER: ALL STRUCTURAL SAWN LUMBER SHALL BE DOUGLAS FIR LARCH WITH 19% MAXIMUM MOISTURE CONTENT OF THE FOLLOWING GRADES, CONFORMING TO STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17, UNLESS NOTED OTHERWISE. THE LUMBER GRADES AS SPECIFIED BELOW MEET MINIMUM REQUIREMENTS: 2. GRADE STAMPS: WHERE POSSIBLE ALL LUMBER GRADE STAMPS SHALL REMAIN ON LUMBER AFTER INSTALLATION. CONVENTIONAL LUMBER SHALL MEET DOC PS 20 REQ. 3. PRESSURE TREATED LUMBER: ALL EXPOSED EXTERIOR WOOD AND WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATED FIR. ALL NAILS TO PLATES TREATED w/ BORATE MAY BE STANDARD NAILS, FOR ALL OTHER PRESSURE TREATED PLATES, USE HOT DIP GALVANIZED NAILS. 4. PLYWOOD/OSB: EACH WOOD-BASED STRUCTURAL-USE PANEL USED FOR DIAPHRAGM CONSTRUCTION SHALL BE IDENTIFIED BY A REGISTERED STAMP OR BRAND OF AN ICC-APPROVED COMPLIANCE ASSURANCE AGENCY.WOOD-BASED STRUCTURAL-USE PANELS SHALL MEET THE REQUIREMENTS OF DOC PS 1 OR PS 2. ALL PANELS SHALL BE GLUED WITH EXTERIOR TYPE GLUE MEETING APA SPECIFICATIONS. PANELS PERMANENTLY EXPOSED TO THE OUTDOORS SHALL BE EXTERIOR TYPE. 5. METAL CONNECTORS: ALL METAL CONNECTORS SHALL BE THOSE MANUFACTURED BY SIMPSON STRONG TIE OR USP LUMBER CONNECTORS. THE NAILS FOR THESE CONNECTORS SHALL BE AS SPECIFIED BY THE MANUFACTURERS FOR CAPACITY OF THE HARDWARE. ALL CALLOUTS REFER TO SIMPSON PRODUCT CODES AND NAMES. REFER TO CROSS REFERENCE TABLES PROVIDED BY USP IN THEIR PRODUCT CATALOGS. 6. FIRE STOPS: PROVIDE FIRE STOPS AT ALL INTERSECTIONS OF STUD WALLS AT FLOOR, CEILING AND ROOF. FIRE STOPS SHALL BE 2x NOMINAL THICKNESS OF WOOD AND SHALL BE THE FULL WIDTH OF THE ENCLOSED SPACE. PLACE FIRESTOPS AT A MAXIMUM SPACING OF 10'-0" IN THE VERTICAL DIRECTION. PROVIDE 2x FIRE STOPS IN ALL FURRED SPACES, VERTICAL AND HORIZONTAL, AND AT A MAXIMUM SPACING OF 10'-0" IN EACH DIRECTION AND AT THE SAME LINES AS FIRE STOPS IN ADJACENT STUD WALLS. 7. BOLT HOLES: IN WOOD SHALL BE 1/32" TO 1/16" LARGER THAN THE NOMINAL BOLT DIAMETER . ALL BOLTS SHALL HAVE A STANDARD CUT WASHER UNDER HEAD AND NUT UNLESS NOTED OTHERWISE. 8. BOLTS: ALL BOLTS USED FOR WOOD CONNECTIONS SHALL BE ASTM A307, U.N.O. ALL NUTS AND BOLTS SHALL BE RE-TIGHTENED PRIOR TO THE APPLICATION OF SHEATHING, PLASTER, ETC. 9. NOTCHING & CUTTING: STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS SPECIFICALLY DETAILED. NOTCHING OF HORIZONTAL STRUCTURAL MEMBERS SHALL CONFORM TO THE BUILDING CODE. NOTCHING AND BORING OF STUDS AND TOP PLATES SHALL CONFORM TO THE BUILDING CODE. 10. JOIST BLOCKING: PROVIDE 2x BLOCKING BETWEEN JOISTS AND RAFTERS AT ALL BEARING SUPPORTS U.N.O. CROSS BRIDGING OR SOLID BLOCKING SHALL BE PROVIDED AT 8'-0" O.C. MAXIMUM FOR ALL JOISTS UNLESS BOTH EDGES ARE HELD IN LINE FOR THEIR ENTIRE LENGTH. 11. JOIST HANGERS: FOR I-JOISTS, PROVIDE SIMPSON "IUS" HANGER. FOR CONVENTIONAL JOIST, USE SIMPSON "LUS" HANGER, OR EQUIVALENT. 12. BEAM BEARING: ALL BEAMS TO BE SUPPORTED WITH FULL BEARING UNLESS NOTED OTHERWISE. 13. CONVENTIONAL FRAMING: ALL CONVENTIONAL FRAMED PORTIONS OF THE STRUCTURE ARE TO BE CONSTRUCTED PER CBC SECTION 2308 . 14. WALLS ON WOOD FLOOR: PROVIDE SINGLE FLOOR JOIST BELOW NON-BEARING, PARALLEL WALLS 10'-0" OR LONGER. 15. FINGER JOINTED STUDS: IT IS STRUCTURALLY ACCEPTABLE TO USE STRUCTURAL GLUED (FINGER-JOINTED) LUMBER. ALL FINGER-JOINTED LUMBER MUST BE "CER EXT JNTS" AND CONFORM WITH THE WWPA'S GLUED PRODUCTS PROCEDURES AND QUALITY CONTROL. FINGER-JOINTED LUMBER IS TO BE STAMPED WITH "CER EXT JNTS" AND MAY BE USED INTERCHANGEABLE WITH ANY SOLID-SAWN LUMBER PRODUCT OF THE SAME SPECIES AND GRADES. PLEASE REFER TO LUMBER SPECIFICATION IN THE STRUCTURAL GENERAL NOTES AND CALCULATIONS. 16. PLATE WASHERS AT NON-SILL PLATE APPLICATION: MINIMUM SIZE FOR SQUARE PLATE WASHERS: (REFER TO PLANS FOR SILL PLATE WASHER REQUIREMENTS.) LUMBER GRADES CONDITION GRADE PLATES & BLOCKING STANDARD OR BETTER STUDS TO 10'-0" IN HEIGHT STANDARD OR BETTER STUDS OVER 10'-0" IN HEIGHT #2 2x RAFTER JOISTS #2 4x6 THROUGH 4x12 BEAMS, HEADER & POSTS #2 4x14 BEAMS, HEADERS & POSTS #1 4x4 POSTS, HEADERS #2 6x AND LARGER POSTS, BEAMS, STRINGERS #1 PLATE WASHERS NON SILL PLATE APPLICATION BOLT SIZE PLATE WASHER SIZE 12" 316" x 2" x 2" 58" 14" x 2 12" x 2 12" 34" 516" x 2 34" x 2 34" 78" 516" x 3" x 3" 1" 38" x 3 12" x 3 12" WOOD HARDWARE NAILING SCHEDULE HOLDOWNS SIMPSON USP MODEL NAME CAPACITY (LBS) FASTENER SCHEDULE APPLICATION MODEL NAME STHD14 3,500 (24) 10d Nails (0.148" x 3-14") HOLDOWN HTT4 4,455 (18) SD #10 1-12" HOLDOWN HDU4 4,565 (10) 14" x 2-12" SDS HOLDOWN HDU5 5,645 (14) 14" x 2-12" SDS HOLDOWN HDU8 6,765 (20) 14" x 2-12" SDS HOLDOWN HDU11 9,335 (30) 14" x 2-12" SDS HOLDOWN HDU14 10,770 (36) 14" x 2-12" SDS HOLDOWN ANCHOR BOLTS SSTB20 4,785 58" HOLDOWN ANCHOR SSTB24 5,790 58" HOLDOWN ANCHOR SSTB28 11,645 78" HOLDOWN ANCHOR SB1x30 13,090 1" HOLDOWN ANCHOR HARDWARE A34 465 (8) 8d Nails (0.131" x 1-12") AT BLOCKING OR RIM MPA1 A35 650 (12) 8d Nails (0.131" x 1-12") AT BLOCKING OR RIM MPA1 LTP4 625 (12) 8d Nails (0.131" x 1-12") AT BLOCKING OR RIM MP4F LTP5 565 (12) 8d Nails (0.131" x 1-12") AT BLOCKING OR RIM MP4F LS50 560 (8) 8d Nails (0.131" x 1-12") AT BLOCKING OR RIM MP5 STRAPS MODEL NAME CAPACITY (LBS) FASTENER SCHEDULE APPLICATION MODEL NAME CS14 1,705 (22) 8d Nails (0.131" x 2-12") DIRECTLY TO TIMBER RS150 CS14 1,705 (22) 8d Nails (0.131" x 2-12") THRU PLYWOOD RS150 CS14 2,490 (30) 8d Nails (0.131" x 2-12") DIRECTLY TO TIMBER CMSTC16 4,690 (50) 10d Nails (0.148" x 3-14") DIRECTLY TO TIMBER CMST14 6,475 (66) 10d Nails (0.148" x 2-12") DIRECTLY TO TIMBER CMST12 9,215 (86) 10d Nails (0.148" x 2-12") DIRECTLY TO TIMBER SHEAR WALLS NAIL TYPE SHEAR WALL TYPE NAIL SIZE 8d COMMON SW 2, 3, 4, 6 2-1/2" x .131" 10d COMMON SW 2B 2-1/4" x .148" 1. STRUCTURAL OBSERVATION: A. COORDINATION RESPONSIBILITIES OF CONTRACTOR: NOTIFY ARCHITECT (STRUCTURAL ENGINEER) 48 HOURS IN ADVANCE OF CRITICAL STAGES OF CONSTRUCTION INDICATED BELOW SO VISITS MAY BE SCHEDULED BY STRUCTURAL OBSERVER. FAILURE BY CONTRACTOR TO MEET OBSERVATION SCHEDULE MAY REQUIRE REMOVAL OF SUBSEQUENT WORK FOR OBSERVATION. CONTRACTOR TO BEAR COSTS OF REMOVAL AND REPLACEMENT OF FINISHED WORK OR FRAMING DAMAGED BY REMOVAL PROCESS OR AS REQUIRED FOR CORRECTIVE ACTION. B. PRE-CONSTRUCTION MEETING: OWNER MAY COORDINATE AND CALL FOR MEETING BETWEEN ARCHITECT (STRUCTURAL ENGINEER) RESPONSIBLE FOR STRUCTURAL DESIGN, STRUCTURAL OBSERVER, CONTRACTOR, AFFECTED SUBCONTRACTORS AND SPECIAL INSPECTOR. STRUCTURAL OBSERVER WILL PRESIDE OVER THIS MEETING. PURPOSE OF MEETING IS TO IDENTIFY MAJOR STRUCTURAL ELEMENTS AND CONNECTIONS THAT AFFECT VERTICAL AND LATERAL LOAD RESISTING SYSTEMS OF STRUCTURE AND TO REVIEW SCHEDULE OF STRUCTURAL OBSERVATION, MATERIALS TESTING, AND SPECIAL INSPECTION OF PROJECT. C. CRITICAL STAGES OF CONSTRUCTION REQUIRING STRUCTURAL OBSERVATION: I. CASTING OF CONCRETE II. COVERING OF FRAMING 2. MILL TEST REPORTS CERTIFYING MATERIALS: CONTRACTOR TO SUBMIT MILL TEST REPORTS CERTIFYING REINFORCING STEEL, STRESSING TENDONS, AND STRUCTURAL STEEL ARE OF IDENTIFIABLE TESTED STOCK TO OWNER, SPECIAL INSPECTOR, ARCHITECT (STRUCTURAL ENGINEER) AND, UPON REQUEST, TO GOVERNING CODE AUTHORITY. ENSURE MATERIALS ARE PROPERLY TAGGED FOR IDENTIFICATION. IF MILL TEST REPORTS CANNOT BE MADE AVAILABLE OR IF MATERIAL CANNOT BE IDENTIFIED, TESTING LABORATORY WILL PERFORM TESTS AS DIRECTED BY ARCHITECT (STRUCTURAL ENGINEER). CONTRACTOR SHALL PAY TESTING RELATED TO TESTS AND INSPECTIONS OF UNIDENTIFIABLE MATERIALS FURNISHED WITHOUT MILL LABORATORY FOR COSTS TEST REPORTS, MATERIALS FOUND DEFICIENT AFTER INITIAL TESTS AND INSPECTIONS, OR MATERIALS REPLACING DEFICIENT MATERIALS. A. ULTRASONIC EXAMINATION OF HEAVY ROLLED SHAPES AND THICK PLATES AT PROPOSED WELDED MOMENT CONNECTIONS: WHERE COMPLETE PENETRATION GROOVE WELDS OCCUR AT GROUPS 4 AND 5 STRUCTURAL STEEL SHAPES, AS DEFINED IN ASTM A6, AND PLATES EXCEEDING 2 INCHES THICK, SUBMIT MILL TEST REPORTS TO ARCHITECT (STRUCTURAL ENGINEER) AND, UPON REQUEST, TO GOVERNING CODE AUTHORITY. MILL TEST REPORTS SHALL CERTIFY THAT CHARPY V-NOTCH TESTING WAS CONDUCTED IN COMPLIANCE WITH ASTM A6, SUPPLEMENTARY REQUIREMENT S5, INCLUDING IMPACT TEST COMPLYING WITH ASTM A673 AT FREQUENCY P WITH MINIMUM AVERAGE VALUE OF 20 FT.-LBS. ABSORBED ENERGY AT 70 DEGREES FAHRENHEIT. 3. CERTIFICATE OF COMPLIANCE FOR OFFSITE FABRICATION: SUBMIT FOR STRUCTURAL STEEL, GLU-LAMS, AND PLYWOOD-WEB JOISTS, PRECAST CONCRETE IN COMPLIANCE WITH APPLICABLE CODE SECTION 1701.7. SUBMIT TO OWNER, TESTING LABORATORY, ARCHITECT (STRUCTURAL ENGINEER) AND GOVERNING CODE AUTHORITY. 4. WELD TESTING AND INSPECTION: TESTING LABORATORY WILL SUBMIT WELD TEST RESULTS TO OWNER, CONTRACTOR, ARCHITECT (STRUCTURAL ENGINEER) AND, UPON REQUEST, TO GOVERNING CODE AUTHORITY. SEE SPECIFICATIONS FOR TESTING REQUIREMENTS NOT INDICATED ON STRUCTURAL DRAWINGS. A. STRUCTURAL STEEL WELDING NOT DESTRUCTIVE TESTING REQUIREMENTS: APART FROM VISUAL INSPECTION AND REVIEW OF FABRICATION AND ERECTION REPORTS OF FABRICATOR/ERECTOR'S OWN QUALITY CONTROL TESTING AND INSPECTION, OWNER'S TESTING LABORATORY WILL PERFORM INDICATED SHOP AND FIELD INSPECTION AND TESTING. TESTING LABORATORY WILL BE AWS CERTIFIED AND WILL PROVIDE INSPECTORS FOR CONTINUOUS INSPECTION OF STEEL FABRICATION AND ERECTION AND STRUCTURAL WELDING. SHOP AND FIELD TESTING OF MATERIALS AND WELDING WILL BE AS FOLLOWS: I. COMPLETE JOINT PENETRATION WELDS: FOR STRUCTURES IN RISK CATEGORY III OR IV ULTRASONIC TESTING (UT) SHALL BE PERFORMED BY QA ON ALL CJP GROOVE WELDS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING IN BUTT, T- AND CORNER JOINTS, IN MATERIALS 5/16 IN. THICK OR GREATER. FOR STRUCTURES IN RISK CATEGORY II, UT SHALL BE PERFORMED BY QA ON 10% OF CJP GROOVE WELDS IN BUTT, T- AND CORNER JOINTS SUBJECT TO TRANSVERSELY APPLIED TENSION LOADING, IN MATERIALS 5/16 IN THICK OR GREATER. FOR STRUCTURES IN RISK CATEGORY I, NDT OF CJP GROOVE WELDS IS NOT REQUIRED. FOR ALL STRUCTURES IN ALL RISK CATEGORIES, NDT OF CJP GROOVE WELDS IN MATERIALS LESS THAN 5/16 IN THICK IS NOT REQUIRED. II. ACCESS HOLES: THERMALLY CUT SURFACES OF ACCESS HOLES SHALL BE TESTED BY QA USING MT OR PT, WHEN THE FLANGE THICKNESS EXCEEDS 2 IN. (50 MM) FOR ROLLED SHAPES, OR WHEN THE WEB THICKNESS EXCEEDS 2 IN FOR BUILT-UP SHAPES. ANY CRACK SHALL BE DEEMED UNACCEPTABLE REGARDLESS OF SIZE OR LOCATION. 5. CONTINUOUS SPECIAL INSPECTION: UNLESS OTHERWISE INDICATED, CONTINUOUS SPECIAL INSPECTION WILL BE PERFORMED BY SPECIAL INSPECTOR COMPLYING WITH APPLICABLE CODE SECTION 1701 AND SPECIFICALLY APPROVED BY GOVERNING CODE AUTHORITY FOR EACH INSPECTION CATEGORY BELOW. PERIODIC INSPECTION IS NOT PERMITTED UNLESS INDICATED IN THE PROGRAM OR OTHERWISE ACCEPTED BY ARCHITECT (STRUCTURAL ENGINEER). SEE SPECIFICATIONS FOR ADDITIONAL SPECIAL INSPECTION REQUIREMENTS. QUALITY ASSURANCE (STRUCTURAL OBSERVATION, MATERIALS TESTING, AND SPECIAL INSPECTION) DEPUTY SPECIAL INSPECTOR 1. DEPUTY SPECIAL INSPECTIONS SHALL BE PROVIDED BY: NAME: PHONE NUMBER: 2. SPECIAL INSPECTOR SHALL BE HIRED BY THE OWNER TO PROVIDE SPECIAL INSPECTIONS AS REQUIRED PER THE PLANS. 3. SPECIAL INSPECTOR: A QUALIFIED PERSON, EMPLOYED BY THE OWNER, WHO HAS DEMONSTRATED COMPETENCE TO THE SATISFACTION OF THE BUILDING OFFICIAL FOR INSPECTION OF THE PARTICULAR TYPE OF CONSTRUCTION OR OPERATION REQUIRING SPECIAL INSPECTION. DUTIES INCLUDE VISUAL INSPECTIONS AND FIELD MEASUREMENTS OF MATERIALS, OBTAINING SPECIMENS FOR TESTS AND RELATED ACTIONS INCLUDING PREPARATION OF REPORTS. 4. CONTINUOUS INSPECTION: ON SITE INSPECTION BY THE SPECIAL INSPECTOR ON A CONTINUOUS BASIS OBSERVING ALL WORK REQUIRING SPECIAL INSPECTION. 5. PERIODIC INSPECTION: INTERMITTENT INSPECTION AS PERMITTED BY THE PLAN, SPECIFIED AT PRE-DETERMINED INTERVALS OR MORE FREQUENTLY AS WORK PROGRESSES. NO SIGNIFICANT ELEMENTS OR AREAS SHALL BE COVERED BY ADDITIONAL WORK UNTIL APPROVED BY THE BUILDING OFFICIAL AND/OR SPECIAL INSPECTOR. 6. REPORTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL IN A TIMELY MANNER AS DETERMINED BY THE BUILDING OFFICIAL. MANUFACTURED LUMBER PRODUCTS 1. MANUFACTURED LUMBER: ALL MANUFACTURED SHALL HAVE ICC APPROVAL FOR THE LATEST BUILDING CODE. 2. SIZES & STRENGTH: THE FOLLOWING MINIMUM DESIGN VALUES MUST BE ACHIEVED FOR EACH TYPE OF MANUFACTURED LUMBER SPECIFIED ON THE STRUCTURAL PLANS. 3. I-JOISTS: PROVIDE FLOOR I-JOISTS AS MANUFACTURED BY I-LEVEL OR APPROVED EQUAL. THE FLOOR I-JOIST SIZES NOTED ON PLAN REFERENCE I-LEVEL PRODUCT. 4. FOR UNPROTECTED EXTERIOR APPLICATIONS, CONTRACTOR TO PROVIDE EXTERIOR GRADE PRODUCTS OF EQUIVALENT DESIGN CAPACITY PER MANUFACTURER REQUIREMENTS. CONTRACTOR TO IMMEDIATELY NOTIFY THE STRUCTURAL EOR OF ANY DISCREPANCIES, PRIOR TO THE START OF CONSTRUCTION. STRUCTURAL COMPOSITE LUMBER BEAM TYPE MINIMUM DESIGN VALUES Fb (PSI) Fv (PSI) E (PSI x 10^6) PSL - PARALLAM 2,900 290 2.2 LVL - MICROLAM 2,600 285 1.9 LSL - TIMBERSTRAND 2,325 310 1.55 RIM - TIMBERSTRAND 1,700 400 1.3 CONVENTIONAL WOOD FRAMING REQUIREMENTS - CBC TABLE 2304.10.2 CONNECTION NAILING BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP PLATES, TOENAIL (3) 8d COMMON , (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT WALL TOP PLATES, TOENAIL, EACH END (2) 8d COMMON , (2) 3" x 0.131" NAILS, (2) 3" 14 GAGE STAPLES BLOCKING BETWEEN RAFTERS OR TRUSS NOT AT WALL TOP PLATES, END NAIL (2) 16d COMMON , (3) 3" x 0.131" NAILS, (3) 3" 14 GAGE STAPLES FLAT BLOCKING TO TRUSS/WEB FILLER, FACE NAIL 16d COMMON , 3" x 0.131" NAILS, 3" 14 GAGE STAPLES @ 6" O.C. CEILING JOIST TO TOP PLATE, EACH JOIST, TOENAIL (3) 8d COMMON , (3) 3" x 0.131" NAILS, (3) 3" 14 GAGE STAPLES, 716" CROWN CEILING JOIST, LAPS PARTITION, FACE NAIL - TABLE 2308.7.3.1 (3) 16d COMMON , (4) 3" x 0.131" NAILS, (4) 3" 14 GAGE STAPLES, 716" CROWN CEILING JOISTS TO PARALLEL RAFTERS, FACE NAIL - TABLE 2308.7.3.1 PER TABLE 2308.7.3.1 COLLAR TIE TO RAFTER, FACE NAIL (3) 10d COMMON, (4) 3" x 0.131" NAILS, OR (4) 3" 14 GAGE STAPLES RAFTER OR ROOF TRUSS TO PLATE, TOENAIL - TABLE 2308.7.5 (3) 10d COMMON, (4) 3" x 0.131" NAILS, OR (4) 3" 14 GAGE STAPLES ROOF RAFTER TO 2x RIDGE BEAM, END NAIL (2) 16d COMMON, (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES ROOF RAFTER TO 2x RIDGE BEAM, TOE NAIL (3) 10d COMMON, (4) 3" x 0.131" NAILS, OR (4) 3" 14 GAGE STAPLES STUD TO STUD (NON-BRACED WALL PANELS), 24" O.C. FACE NAIL 16d COMMON (3 12"x 0.162") STUD TO STUD (NON-BRACED WALL PANELS), 16" O.C. FACE NAIL 3" x 0.131" NAILS, (3) 3" 14 GAGE STAPLES STUD TO STUD AT INTERSECTING CORNER (BRACED), 16" O.C. FACE NAIL 16d COMMON (3 12"x 0.162") STUD TO STUD AT INTERSECTING CORNER (BRACED), 12" O.C. FACE NAIL 3" x 0.131" NAILS, (3) 3" 14 GAGE STAPLES BUILT-UP HEADER (2" TO 2"), 16" O.C. EACH EDGE, FACE NAIL 16d COMMON (3 12"x 0.162") CONTINUOUS HEADER TO STUD, TOENAIL. (4) 8d COMMON TOP PLATE TO TOP PLATE, 16" O.C. FACE NAIL 16d COMMON TOP PLATE TO TOP PLATE, 12" O.C. FACE NAIL 3" x 0.131" NAILS, 3" 14 GAGE STAPLES TOP PLATE TO TOP PLATE, AT END JOINTS, EACH SIDE OF END JOINT, FACE NAIL (MIN. 24" LAP SPLICE LENGTH EACH SIDE END JOINT) (8) 16d COMMON, (12) 3" x 0.131" NAILS, (12) 3" 14 GAGE STAPLES BOTTOM PLATE TO JOIST, RIM JOIST, OR BLOCKING AT NON-BRACED PANEL, 16" O.C. FACE NAIL 16d COMMON BOTTOM PLATE TO JOIST, RIM JOIST, OR BLOCKING AT NON-BRACED PANEL, 12" O.C. FACE NAIL 3" x 0.131" NAILS, 3" 14 GAGE STAPLES BOTTOM PLATE TO JOIST, RIM JOIST, OR BLOCKING AT BRACED PANEL, 16" O.C. FACE NAIL (2) 16d COMMON, (4) 3" x 0.131" NAILS, (4) 3" 14 GAGE STAPLES STUD TO TOP OR BOTTOM PLATE, TOENAIL (4) 8d COMMON, (4) 3"x 0.131" NAILS, (4) 3" 14 GAGE STAPLES STUD TO TOP OR BOTTOM PLATE, END NAIL (2) 16d COMMON, (3) 3"x 0.131" NAILS, (3) 3" 14 GAGE STAPLES TOP OR BOTTOM PLATE TO STUD, END NAIL (2) 16d COMMON, (3) 3"x 0.131" NAILS, (3) 3" 14 GAGE STAPLES TOP PLATES, LAP AND INTERSECTIONS, FACE NAIL. (2) 16d COMMON , (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES 1" BRACE TO EACH STUD AND PLATE, FACE NAIL. (2) 8d COMMON, (2) 3" x 0.131" NAILS, OR (2) 3" 14 GAGE STAPLES 1" x 6" SHEATHING TO EACH BEARING, FACE NAIL. (2) 8d COMMON, (2) 3" x 0.128" NAILS 1" x 8" AND WIDER SHEATHING TO EACH BEARING, FACE NAIL. (3) 8d COMMON, (3) 3" x 0.128" NAILS JOIST TO SILL OR GIRDER, TOENAIL (3) 8d COMMON , (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES RIM JOIST, BLOCKING TO TOP PLATE, TOENAIL. 8d (2 1/2" x 0.131") AT 6" o/c, 3" x 0.131" NAILS AT 6" o/c, OR 3" 14 GAGE STAPLES AT 6" o/c 1" x 6" SUBFLOOR OR LESS TO EACH JOIST, FACE NAIL (2) 8d COMMON 2" SUBFLOOR TO JOIST OR GIRDER, BLIND AND FACE NAIL (2) 16d COMMON 2" PLANKS. (2) 16d COMMON AT EACH BEARING BUILT-UP GIRDER AND BEAMS 20d COMMON AT 32" o/c, 3" x 0.131" NAILS AT 24" o/c, OR 3" 14 GAGE STAPLES AT 24" o/c AT, AT TOP AND BOTTOM, STAGGERED (2) 20d COMMON, (3) 3" x 0.131" NAILS, OR (3) 3" 14 GAGE STAPLES AT ENDS AND AT EACH SPLICE LEDGER STRIP, EACH JOIST OR RAFTER, FACE NAIL (3) 16d COMMON, (4) 3" x 0.131" NAILS, OR (4) 3" 14 GAGE STAPLES JOIST TO BAND JOIST, FACE NAIL (3) 16d COMMON, (4) 3" x 0.131" NAILS, OR (4) 3" 14 GAGE STAPLES BRIDGING TO JOIST, TOENAIL EACH END (2) 8d COMMON , (2) 3" x 0.131" NAILS, OR (2) 3" 14 GAGE STAPLES BRIDGING TO JOIST, TOENAIL EACH END (2) 8d COMMON , (2) 3" x 0.131" NAILS, OR (2) 3" 14 GAGE STAPLES STRUCTURAL OBSERVATIONS FOR SEISMIC & WIND RESISTANCE: ENGINEER OF RECORD - STRUCTURAL OBSERVATION PROGRAM STRUCTURAL OBSERVATION BY ENGINEER OF RECORD IS NOT REQUIRED FOR THIS PROJECT PROPRIETARY ANCHORAGES AND FASTENERS 1. EPOXY ANCHORS SHALL USE THREADED STEEL RODS CONFORMING TO ASTM-F1554, GRADE 36, OR REINFORCING STEEL CONFORMING TO ASTM A615 OR A706, GRADE 60, UNLESS NOTED OTHERWISE. INSTALLERS TO BE CERTIFIED BY MANUFACTURER. 2. ACCEPTABLE PRODUCTS AS INDICATED ON DETAILS: 2.1. EXPANSION ANCHORS 2.1.1. SIMPSON STRONG-BOLT 2 INTO CONCRETE (ICC-ESR 3037) & MASONRY (IAPMO ER 240) 2.1.2. HILTI KB-TZ2 INTO CONCRETE (ICC-ESR 4266) & MASONRY (ICC-ESR 4561) 2.1.2. DEWALT POWER-STUD+SD6 & +SD4 (ICC-ESR 2502) 2.2. EPOXY ANCHORS 2.2.1. SIMPSON SET 3G EPOXY INTO CONCRETE (4057) & MASONRY (ESR 4844) 2.2.2. SIMPSON ET-3G INTO CONCRETE (ICC-ESR 5334) & MASONRY (ICC-ESR 5309) 2.2.2. HILTI RE 500 V3 INTO CONCRETE (ICC-ESR 3184) 2.2.1. HILTI HY 270 INTO CONCRETE (ICC-ESR 4143) & MASONRY (ICC-ESR 4143) 2.2.2. HILTI HY 200 INTO CONCRETE (ICC-ESR 4868) & MASONRY (ICC-ESR 4878) 2.2.3. HILTI HY 100 INTO CONCRETE (ICC-ESR 3574) & MASONRY (IAPMO ER 547) 2.3. SCREW ANCHORS 2.3.2. TITEN HD INTO CONCRETE (ICC-ESR 2713) & MASONRY (ICC-ESR 1056) 2.3.3. HILTI KH-EZ INTO CONCRETE (ICC-ESR 3056) & MASONRY (ICC-ESR 3056) 2.1.3. HILTI KWIK-X DUAL ACTION (ICC-ESR 5065) 2.2. POWDER-ACTUATED FASTENERS 2.2.1. SIMPSON PDPAWL (ICC ESR 2138) 2.2.1. HILTI X-CP 72 (ICC-ESR 2379) 2.2.2. HILTI X-U (ICC-ESR 2269) 3. WELDED SHEAR STUDS: NELSON 3SL FLUX FILLED, HEADED STUD ANCHORS, 60,000 PSI MINIMUM ULTIMATE TENSILE STRENGTH, AUTOMATICALLY END WELDED IN FIELD CONFIRMING TO ASTM A108 AND COMPLYING WITH ICC ES REPORT NO. 2856. 4. WELDED DEFORMED ANCHORS: NELSON D2L, COLD ROLLED, DEFORMED STEEL REINFORCING BARS CONFORMING TO ASTM A496 AND COMPLYING WITH ICC ES REPORT NO. 2907. 5. FASTENERS: 5.1. POWDER ACTUATED FASTENERS: SHALL PROVIDE APPROPRIATE WASHER BETWEEN FASTENER HEAD AND LIGHT GAUGE METAL OR WOOD SURFACE. 5.1.1. POWER-DRIVEN FASTENERS SHALL NOT BE USED TO ANCHOR SILL PLATES EXCEPT AT INTERIOR NON-BEARING WALL NOT DESIGN AS SHEAR WALLS. 5.2. SELF-DRILLING METAL SCREWS (INDICATED "SCREWS" ON DRAWINGS): MINIMUM 0.292-INCH HEAD DIAMETER SELF-DRILLING/SELF-TAPPING STEEL SCREWS COMPLYING WITH ICC ES REPORT. MINIMUM YIELD STRESS, FY=33 KSI. 5.3. FASTENERS, INCLUDING NUTS AND WASHERS, IN CONTACT WITH PRESERVATIVE-TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. STAPLES SHALL BE OF STAINLESS STEEL. FASTENERS OTHER THAN NAILS, STABLES, TIMBER RIVETS, WOOD SCREWS AND LAG SCREWS SHALL BE PERMITTED TO BE OF MECHANICALLY DEPOSITED ZINC-COATED STEEL WITH COATING WEIGHTS IN ACCORDANCE WITH ASTM B695, CLASS 55 MINIMUM. 5.3.1. EXCEPTION: PLAIN CARBON STEEL FASTENERS, INCLUDING NUTS AND WASHERS, IN SBX/DOT AND ZINC BORATED PRESERVATIVE WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED. 6. INSTALLATION: SEE MANUFACTURER'S WRITTEN INSTRUCTIONS AND REFERENCED ICC ES REPORT. 7. TESTING FOR DRILL AND EPOXY ANCHORS: 7.1. SPECIAL INSPECTION: SPECIAL INSPECTOR WILL PERFORM CONTINUOUS SPECIAL INSPECTION DURING INSTALLATION. 8. MATERIALS NOT TO BE PENETRATED BY FASTENERS OR ANCHORAGES: POST-TENSIONED CONCRETE AND PRECAST, PRESTRESSED CONCRETE UNLESS SPECIFICALLY DETAILED HEREIN OR AS ACCEPTED IN WRITING BY ARCHITECT (STRUCTURAL ENGINEER). WHEN INSTALLATION IS PERMITTED, LOCATE PRESTRESSING AND POST-TENSIONED TENDONS ACCURATELY PRIOR TO INSTALLATION. 9. DRILLING HOLES IN EXISTING CONCRETE OR MASONRY FOR ANCHORAGES: USE NON-PNEUMATIC, ROTARY HAMMER TOOLS WITH ANSI COMPLIANT NON-REBAR CUTTING DRILL BITS TO DRILL HOLES OF PROPER TOLERANCES. LOCATE EXISTING REBAR INCLUDING PRESTRESSING AND POST-TENSIONING TENDONS USING NON-HAZARDOUS, NONDESTRUCTIVE METHODS WITH ACCURATE LOCATION TOLERANCES (PLUS OR MINUS 14" INCH PRIOR TO DRILLING HOLES TO AVOID CUTTING OR DAMAGING. HOLES SHALL BE THOROUGHLY CLEANED PER MANUFACTURERS WRITTEN RECOMMENDATIONS PRIOR TO INSTALLATION OF ANCHORAGES. 10. DELETERIOUS MATERIALS: KEEP ANCHORAGES, INCLUDING HOLES FOR DRILL AND EPOXY ANCHORS AND MECHANICAL ANCHORS, FREE OF DUST, GREASE, AND OTHER MATERIALS THAT IMPAIR BOND. 11. EXTERIOR PROPRIETARY ANCHORS & FASTENERS: 11.1. FOR EXTERIOR APPLICATIONS & CORROSIVE ENVIRONMENTS, ALL ANCHORS SHOULD BE GALVANIZED OR STAINLESS STEEL. CONTRACTOR TO VERIFY AND PROVIDE GALVANIZED OR STAINLESS STEEL ANCHORAGE PER MANUFACTURER REQUIREMENTS. CONTRACTOR TO IMMEDIATELY NOTIFY THE STRUCTURAL EOR OF ANY DISCREPANCIES, PRIOR TO THE START OF CONSTRUCTION 12. EXTERIOR ANCHOR BOLTS AND POST BASES SHALL BE GALVANIZED AND SHALL HAVE AT LEAST TWO GALVANIZED NUTS ABOVE THE BASE PLATE. DELTA DESCRIPTION DATE 1 YORBA LINDA PC#1 10/23/25 SHEET NUMBER: PLAN REVISIONS ENGINEER STAMP & SIGNATURE TEAM CONTACT INFORMATION: DATE: SHEET TITLE: CONTACT INFORMATION: PROJECT INFORMATION: BLACK GOLD GOLF CLUB ADDITION 1 BLACK GOLD DR YORBA LINDA, CA 92886 ARCHITECT: OLDHAM ARCHITECTS 680 LANGSDORF DRIVE, SUITE 202B FULLERTON, CA 92831 (714) 782-8296 GOVERNING JURISDICTION: CITY OF FULLERTON BUILDING DEPARTMENT 303 W COMMONWEALTH AVE, 2ND FLOOR FULLERTON, CA 92832 (714) 738-6540 ISE PROJECT NO.: 25-7600.0069 PROJECT MANAGER: MATTHEW ESPINOZA P.E. [email protected] 2 7 3 6 9 V I A I N D U S T R I A T E M E C U L A , C A 9 2 5 9 0 T E L E : 9 5 1 . 6 0 0 . 0 0 3 2 W W W . I S E E N G I N E E R S . C O M S O C A L | N O R C A L | C O L O R A D O 10/23/2025 SN2 ©2025 INNOVATIVE STRUCTURAL ENGINEERS ALL RIGHTS RESERVED. THESE DRAWINGS ARE THE PROPERTY OF INNOVATIVE STRUCTURAL ENGINEERS & ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. STRUCTURAL NOTES ftp.J
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11 A A 11 B B 3SD1 (N) 5" THK SLAB w/ #4 AT 18" O.C.E.W OVER 15MIL VAPOR BARRIER OVER SUBGRADE - 1/SD1 4SD1 4SD1 4SD14SD1 2&3 SD1 3SD1 TITENS AT 48" O.C. - 18/SD1 (E) SLAB OR FLATWORK TO REMAIN - NO DOWELS TO SLAB NEEDED GRID A (E) SLAB ON GRADE TO REMAIN (E) SLAB ON GRADE TO REMAIN (E) ISOLATED PAD 5 SD1 (E) ISOLATED PAD 5 SD1 (E) ISOLATED PAD 5 SD1 (E) ISOLATED PAD 5 SD1 (E) CONT. FT'G 5 SD1 (E) CONT. FT'G 5 SD1 3SD1 12 SD1 TYP AT NON BEARING SEE ARCH FOR CURB AS NEEDED, REFER TO 4/SD1 SIM, ASSUMED (E) CONT. FT'G INSTALL (N) FT'G ADJACENT & DOWEL (N) SLAB TO (E) SLAB-3/SD1 1 26'-5" FOR REF. ONLY REFER TO ARCH. 1 15'-8" FOR REF. ONLY
REFER TO ARCH. 1 DELTA DESCRIPTION DATE 1 YORBA LINDA PC#1 10/23/25 SHEET NUMBER: PLAN REVISIONS ENGINEER STAMP & SIGNATURE TEAM CONTACT INFORMATION: DATE: SHEET TITLE: CONTACT INFORMATION: PROJECT INFORMATION: BLACK GOLD GOLF CLUB ADDITION 1 BLACK GOLD DR YORBA LINDA, CA 92886 ARCHITECT: OLDHAM ARCHITECTS 680 LANGSDORF DRIVE, SUITE 202B FULLERTON, CA 92831 (714) 782-8296 GOVERNING JURISDICTION: CITY OF FULLERTON BUILDING DEPARTMENT 303 W COMMONWEALTH AVE, 2ND FLOOR FULLERTON, CA 92832 (714) 738-6540 ISE PROJECT NO.: 25-7600.0069 PROJECT MANAGER: MATTHEW ESPINOZA P.E. [email protected] 2 7 3 6 9 V I A I N D U S T R I A T E M E C U L A , C A 9 2 5 9 0 T E L E : 9 5 1 . 6 0 0 . 0 0 3 2 W W W . I S E E N G I N E E R S . C O M S O C A L | N O R C A L | C O L O R A D O 10/23/2025 S1 ©2025 INNOVATIVE STRUCTURAL ENGINEERS ALL RIGHTS RESERVED. THESE DRAWINGS ARE THE PROPERTY OF INNOVATIVE STRUCTURAL ENGINEERS & ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. FOUNDATION PLAN 1. ALL SHEAR WALLS ARE TO BE SECURED WITH ANCHOR BOLTS PER DETAIL 11/SD1. 2. INSTALL HOLDOWN ANCHOR BOLTS PER 10/SD1. PROVIDE AND INSTALL ALL U.S.P. OR SIMPSON LUMBER CONNECTORS (OR EQUAL) FOUNDATION HARDWARE PER MANUFACTURERS RECOMMENDATIONS. DEEPEN FOOTING WHERE NECESSARY TO PROVIDE ANCHOR EMBEDMENT AT HOLDOWN LOCATIONS. 3. HOLDOWN ANCHORS MUST BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTIONS. 4. REFER TO SHEARWALL SCHEDULE 1/SD2 FOR ANCHOR BOLT SPACING AND DETAIL 11/SD1 FOR ANCHOR BOLT INSTALLATION. 5. REFER TO DETAIL PACKAGE FOR TYPICAL CONDITIONS NOT SPECIFICALLY CALLED OUT OR NOTED ON PLANS. 6. ALL DIMENSIONS SHALL BE PER THE LATEST SET OF ARCHITECTURAL PLANS. OUR OFFICE SHOULD BE NOTIFIED IMMEDIATELY IF DISCREPANCIES EXIST BETWEEN THE ARCHITECTURAL & STRUCTURAL PLANS. 7. FOUNDATION SIZES, DEPTHS, AND REINFORCEMENT SHOULD BE COORDINATED WITH LOCAL STANDARDS. CITY STANDARDS MAY REQUIRE ADDITIONAL ITEMS NOT NOTED ON THE STRUCTURAL PLANS. 8. CLIENT/OWNER SHALL ADDRESS CORROSIVE SOIL CONDITIONS. FOR HIGH SULFATE SOIL CONDITIONS, MITIGATE PER PER ACI TABLE 19.3.2.1. THE CLIENT/OWNER SHALL HAVE A CORROSION ENGINEER PROVIDE MITIGATION RECOMMENDATIONS FOR ALL OTHER CORROSIVE SOIL CONDITIONS. CLIENT IS RESPONSIBLE TO REVIEW STRUCTURAL PLANS AND DETAILS FOR COMPLIANCE TO CORROSION ENGINEER'S RECOMMENDATIONS PRIOR TO CONSTRUCTION. FOUNDATION NOTES EXPANSION INDEX: (EI = NOT PROVIDED) INDICATES: NEW CONCRETE SLAB & FOOTING. FOOTING SIZE AND REINFORCING PER DETAIL SHEET SD1 AT XX" O.C. INDICATES: DETAIL CUT LOCATION. REFER TO DETAIL # AND STRUCTURAL SHEET NUMBER FOR MORE INFORMATION. TEXT ABOVE BUBBLE INDICATES REVISED HARDWARE OTHER THAN NOTED IN DETAIL DETAIL # SHEET # ANCHOR /SPACING XXX INDICATES: EXISTING CONCRETE SLAB & FOOTING. FOOTING SIZE AND REINFORCING PER PLAN (E) FT'G TYPE INDICATES: NON-STRUCTURAL 2x INFILL STUDWALL w/ SHEATHING TYPE REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE & SPACING AT EACH SHEAR WALL TYPE. PROVIDE 3" SQ x 0.229" ANGLE SLOTTED PLATE WASHERS AT EACH ANCHOR BOLT. REDUCE BOLT SPACING BY HALF AT DOUBLE SIDED SHEAR WALLS. END POSTX FOUNDATION LEGEND DO NOT SCALE PLANS FOR CONSTRUCTION DIMENSIONS. ALL CONSTRUCTION DIMENSIONS SHOULD BE VERIFIED WITH THE ARCHITECTURAL SET OF PLANS FOUNDATION PLAN SCALE : 1/4" = 1'-0" ftp.J
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11 A A 11 B B
(E) PARAPET TO REMAIN (E) PARAPET TO REMAIN INFILL NEW WALL - 5/SD2 INFILL NEW WALL - 5/SD2
2-2x4
NO HD
2-2x4
NO HD
4x6 HDR(E) DROP BEAM TO REMAIN V.I.F. MIN. 6x10 DF #1
V.I.F. (E) 8x3x18" HSS
ROOF AT 16" O.C. (E) DROP BEAM TO REMAIN V.I.F. MIN. 6x10 DF #1 (N) FULL HT STUDS POSITIONED ADJACENT TO STEEL ROOF (E) POST TO
REMAIN V.I.F.
6x6 OR INSTALL
(N) 6x6 4SD4 3SD4 1SD4 5SD4 2SD4 REMOVE (E) 2x2 STEEL CROSS MEMBERS, STEEL 8x3 BEAMS TO REMAIN IN PLACE (E) 8x3x18" HSS
ROOF AT 16" O.C.
TO REMAIN NOT IN SCOPE NOT IN SCOPE NOT IN SCOPE 6 6 6 6 TYPE '6' SHT'G ALL AROUND UP TO PARAPET 2x6 STUDS AT 12" O.C. TO BOT. OF (E) HIGH ROOF PROPOSED FRAMING PLAN EXISTING FRAMING PLAN FOR REFERENCE ONLY NOT IN SCOPE DELTA DESCRIPTION DATE 1 YORBA LINDA PC#1 10/23/25 SHEET NUMBER: PLAN REVISIONS ENGINEER STAMP & SIGNATURE TEAM CONTACT INFORMATION: DATE: SHEET TITLE: CONTACT INFORMATION: PROJECT INFORMATION: BLACK GOLD GOLF CLUB ADDITION 1 BLACK GOLD DR YORBA LINDA, CA 92886 ARCHITECT: OLDHAM ARCHITECTS 680 LANGSDORF DRIVE, SUITE 202B FULLERTON, CA 92831 (714) 782-8296 GOVERNING JURISDICTION: CITY OF FULLERTON BUILDING DEPARTMENT 303 W COMMONWEALTH AVE, 2ND FLOOR FULLERTON, CA 92832 (714) 738-6540 ISE PROJECT NO.: 25-7600.0069 PROJECT MANAGER: MATTHEW ESPINOZA P.E. [email protected] 2 7 3 6 9 V I A I N D U S T R I A T E M E C U L A , C A 9 2 5 9 0 T E L E : 9 5 1 . 6 0 0 . 0 0 3 2 W W W . I S E E N G I N E E R S . C O M S O C A L | N O R C A L | C O L O R A D O 10/23/2025 S2 ©2025 INNOVATIVE STRUCTURAL ENGINEERS ALL RIGHTS RESERVED. THESE DRAWINGS ARE THE PROPERTY OF INNOVATIVE STRUCTURAL ENGINEERS & ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. ROOF FRAMING PLAN 1. REFER TO STRUCTURAL GENERAL NOTE SHEET (SN SERIES) AND DETAILS (SD SERIES) FOR INFORMATION NOT SHOWN ON THE MAIN FRAMING PLANS. 2. PROVIDE SQUASH BLOCKING AT THE FLOOR LEVELS ALIGNED BELOW ALL POSTS GREATER THAN 4x4 TO MATCH THE DIMENSIONS OF THE POSTS ABOVE TYPICAL AT DROP BEAMS AND STUD WALLS. 3. FRAMER TO COORDINATE RAFTER SPACING WITH M.E.P. DESIGNS. FRAMER TO REVIEW MECH. AND ELECTRIC PLANS BEFORE FINAL PLACEMENT OF RAFTERS. WHERE ALIGNED RAFTER INTERFERES w/ FUTURE INSTALLATION OF M.E.P. INSTALLATION, CONTACT STRUCTURAL ENGINEER. 4. SPLICE ALL EXTERIOR WALL AND INTERIOR SHEAR WALL TOP PLATE BREAKS PER DETAIL 4/SD2, TYP. FRAMING NOTES INDICATES DETAIL CUT LOCATION. REFER TO DETAIL # AND STRUCTURAL SHEET NUMBER FOR MORE INFORMATION. TEXT ABOVE BUBBLE DETAIL # INDICATES REVISED HARDWARE OTHER THAN NOTED IN DETAIL REQ. HDWR SPACING XX INDICATES: 1. WALL OPENING HEADER PER FRAMING SCHEDULE BELOW 2. PROVIDE (1) 2x TRIMMER EACH SIDE U.N.O. ON PLAN 3. PROVIDE KING STUDS EACH SIDE PER DETAIL 5/SD2 U.N.O. ON PLAN. AT XX" O.C. XX HU BM TO BM HGR TYP., U.N.O, PER PLAN AS OCCURS. USE CONCEALED FLANGE HGR AS NEEDED INDICATES: 1. BEAM AS NOTED ON PLANS 2. PROVIDE BEARING STUDS OR POST EACH END TO MATCH WIDTH OF BEAM AND SUPPORT WALL , U.N.O. 3. (1) 2x WALL STUD ALIGNED AT 1 34" WIDE LSL BEAMS IS ACCEPTABLE 4. BEAM SHOULD BE INSTALLED WITH BOTTOM ON TOP PLATE U.N.O. XXX INDICATES NEW 2x4 STUD WALL PER PLAN & DETAIL 5/SD2. COORDINATE STUD WALL SIZE WITH ARCH. PLANS. INDICATES EXISTING 2x STUD WALL. SHEET # FRAMING LEGEND & SYMBOLS TENSION STRAP L=X'-XX" INDICATES: DRAG TIE STRAP TO ROOF/FLOOR BLK'G LENGTH SHOWN INDICATES STRAP LENGTH OFF WALL INDICATES: DRAG TIE STRAP PER PLAN OR DETAIL SHOWN ON PLANS. TYPE INDICATES: NON-STRUCTURAL 2x INFILL STUDWALL w/ SHEATHING TYPE REFER TO DETAIL 11/SD1 FOR ANCHOR BOLT SIZE & SPACING AT EACH SHEAR WALL TYPE. PROVIDE 3" SQ x 0.229" ANGLE SLOTTED PLATE WASHERS AT EACH ANCHOR BOLT. REDUCE BOLT SPACING BY HALF AT DOUBLE SIDED SHEAR WALLS. END POSTX DO NOT SCALE PLANS FOR CONSTRUCTION DIMENSIONS. ALL CONSTRUCTION DIMENSIONS SHOULD BE VERIFIED WITH THE ARCHITECTURAL SET OF PLANS ROOF FRAMING PLAN SCALE : 1/4" = 1'-0" ftp.J
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REFER TO DETAIL 1/SD1 FOR INFORMATION NOT PROVIDED
8" MIN. 3", TYP. ALT BEND DIRECTION @ EVERY OTHER BAR LAP SPLICE LAP SPLICE NOTE: SEE TYPICAL CONCRETE REINFORCING BAR DETAIL FOR LAP SPLICE & STD HOOK LENGTHS LAP SPLICE LAP SPLICE STD HOOK INNER BARS @ CORNER ONE LAYER OF REINFORCING TWO LAYERS OF REINFORCING Ld
1.5d OR
1" MAX
BAR
DIA. "d"
3" MIN 6d 4d (#3, #4, #5) 6d (#6, #7, #8) 12d (#6,#7, #8) 6d (#3, #4, #5); 3" MIN DETAILING 4d (#3, #4, #5) 6d (#6, #7, #8) BAR DIA. "d" 4d 2 1/2" MIN 4d (#3 - #8) 5d (#9 - #11) BAR DIA. "d" Ldh 4d (#3 - #8) 5d (#9 - #11)
BAR DIA. "d"
12d 112" 112" Ldh LAP SPLICE
BAR
DIA.
"d"
DIMENSION 90 DEG HOOK 135 DEG HOOK 135 DEG HOOK 135 DEG HOOK NOTES: 1. TABULATED VALUES ARE BASED ON A MINIMUM YIELD STRENGTH OF 60,000 PSI FOR ALL REINFORCING AND NORMAL WEIGHT CONCRETE. 2. SPACING OF REINFORCING BEING SPLICED SHALL BE GREATER THAN ONE BAR DIAMETER PLUS TWICE THE CONCRETE COVER. 3. "TOP" INDICATES A TOP BAR WHICH ARE DEFINED AS HORIZONTAL REINFORCING WITH MORE THAN 12" OF CONCRETE CAST BELOW THE BAR. 4. LENGTHS ARE FOR UNCOATED BARS ONLY. 5. FOR LIGHTWEIGHT CONCRETE, DIVIDE THE CORRESPONDING TABULATED VALUE BY 0.75. STANDARD HOOK DEVELOPMENT LENGTH (Ldh) BAR SIZE f'c= 2,500 psi #3 9" #4 12" #5 15" #6 18" #7 21" #8 24" #9 27" STIRRUP/TIE 90° BEND HOOKS & BENDS 180° BEND CLOSED TIE / HOOP STIRRUP/ BEAM TIE ROUND HOOP STIRRUP/ CROSS TIE LAP SPLICE F'c = 2,500 PSI TENSION DEVELOPMENT (Ld) AND LAP SPLICE (L) LENGTH FOR BARS IN WALLS, SLABS, AND FOOTINGS BAR SIZE LAP CLASS COVER = 0.75" COVER = 1.5" COVER = 2" COVER = 3" UNCOATED UNCOATED UNCOATED UNCOATED TOP OTHER TOP OTHER TOP OTHER TOP OTHER #3 A 15" 12" 15" 15" 15" 15" 15" 15" B 19" 15" 19" 19" 19" 19" 19" 19" #4 A 24" 18" 19" 19" 19" 19" 19" 19" B 31" 24" 25" 25" 25" 25" 25" 25" #5 A 35" 27" 24" 24" 24" 24" 24" 24" B 45" 35" 31" 31" 31" 31" 31" 31" #6 A 47" 36" 29" 29" 29" 29" 29" 29" B 61" 47" 37" 37" 37" 37" 37" 37" #7 A 76" 59" 47" 36" 41" 32" 41" 32" B 99" 76" 61" 47" 54" 41" 54" 41" #8 A 94" 72" 59" 45" 47" 36" 47" 36" B 122" 94" 77" 59" 48" 47" 61" 47" #9 A 113" 87" 72" 56" 58" 45" 53" 41" B 147" 113" 94" 72" 76" 58" 69" 53" BAR DIA. "d" CRITICAL SECTION (JOINT FACE AT STD HK, OR OUTSIDE OF TIES (CONFINED) AREA) 90 DEG HOOKS 135 DEG HOOKS ALTERNATE TIE LOCATIONS 135 DEG AND 90 DEG HOOKS 180 DEG HOOK EDGE OF CONCRETE 90 DEG STD HOOK W 8" NO PIPES THRU BOTT. 8" OF FT'G
1'-0" MIN. STEEL SLEEVE 2" LARGER THAN PIPE THRU FOOTING MAX. DIAMETER = 13W MIN. SPACING = 3d PIPE THRU FT'G WHERE OCCURS PIPE WITHIN 1'-0" OF BOTT. OF FT'G REQ'S SLURRY PIPE 1'-0" BLW BOTT. OF FT'G REQ'S NO SLURRY FOOTING SECTION d 1'-0"NO PIPES THRU TOP 1'-0" B.O. FT'G B.O. SLAB 1'-6" F.G. MIN. FTG TO DAYLIGHT PER CIVIL/GEOTECH 9" PIPE & SLEEVE SECTION PERPENDICULAR TO FT'G EXCAVATION BACKFILL PER SOILS ENGINEER 2 NO TRENCHES BLW LINE AFTER FOUNDATION POUR 1 NO TRENCHING ALLOWED CDF FILL TRENCHES BELOW THIS LINE ACCEPTABLE WITH ONLY WITH CONTROLLED DENSITY FILL BACKFILLED PRIOR TO FOUNDATION POUR NO TRENCHING BELOW THIS LINE 1 1 2x STUD WALL AS OCCURS PER PLAN w/ A.B. PER DETAIL 11 COMPACTED FILL PER SOILS ENG. INTERIOR NON-BEARING & NON-SHEAR 2x STUD WALL PER PLAN OPTIONAL COLD JOINT AT DUAL POUR EXTERIOR FLATWORK AS OCCURS PER BY OTHERS EF D A AT DUAL POUR ONLY A.B. SHALL EMBED 7" MIN BLW COLD JOINT B 2x P.T. PLATE w/ SIMPSON PHNW-72 POWDER ACTUATED FASTENTERS AT 32" O.C. (ICC ESR-2138) PROVIDE FIRST (2) PINS 6" & 10" FROM EA. END OF PLATE COMPACTED FILL PER SOILS ENG. F NOTES: 1. EMBEDMENT: ANCHOR BOLTS EMBEDMENT SHALL BE 7" EMBEDMENT INTO CONCRETE. EMBEDMENT SHALL BE FROM TOP OF SLAB AT MONOPOUR. EMBEDMENT SHALL BE AT BE FROM COLD-JOINT AT DUAL POUR CONDITIONS. AT CURB/WALL CONDITION, EMBEDMENT SHALL BE FROM TOP OF CURB/WALL. 2. BOLT NUT & WASHER: ANCHOR BOLTS SHALL BE EITHER: L-BOLTS OR HEADED BOLTS. PROVIDE PROPER NUT & STANDARD (ANSI) 1 14" Ø x 0.100" THICK CUT WASHERS AT ALL BEARING, AND NON-SHEAR WALL ANCHOR BOLT LOCATIONS. PROVIDE STANDARD (ANSI) 1 14" Ø x 0.100" THICK CUT WASHERS AND 3" x 3" x 0.229" THICK ANGLE SLOTTED PLATE WASHER AT ALL SHEAR WALL ANCHOR BOLT LOCATIONS. 3. MINIMUM ANCHORS: MINIMUM (2) ANCHOR BOLTS PER PIECE OF SILL PLATE. ANCHOR BOLTS SHALL BE LOCATED WITHIN 7" MIN OR 12" MAX FROM THE END OF ANY SILL PLATE BREAK. 4. EDGE & END DISTANCE: ANCHOR BOLTS SHALL MAINTAIN A MINIMUM 1-3 4" EDGE OF CONCRETE DISTANCE & 1" EDGE OF SILL PLATE DISTANCE. SQUARE WASHER SHALL BE MAXIMUM 12" DISTANCE FROM EDGE OF SILL PLATE ON SHEAR SIDE. SHEAR WALL TYPE FOUNDATION ATTACHMENT HARDWARE ALTERNATES MAXIMUM SPACING (INCHES ON CENTER) SINGLE-SIDED SHEAR WALL DOUBLE-SIDED SHEAR WALL 5/8" Ø A.B. 5/8"Øx8" TITEN HD (ICC-ESR-2713) 5/8" Ø A.B. 5/8"Øx8" TITEN HD (ICC-ESR-2713) NON-SHEAR 72" 72" 72" 72" 6 48" 40" 24" 20" 4 32" 27" 16" 12" 3 24" 21" 12" 10" 2 18" 16" 9" 8" 2A 16" 14" 8" 7" 2B 14" 12" 7" 6" SEE NOTE 4
TYP.
1/2"
MAX
1/2"
MAX
1/2"
MAX
1/2"
MAX
1/2"
MAX 1/4"x3"x3" PLATE WASHER AT 4" WALLS, AND 1/4"x3"x (LENGTH REQ'D) AT 6" or WIDER WALLS ALTERNATE LAYOUT AT DOUBLE SIDED SHEAR WALL LAYOUT AT DOUBLE SIDED SHEAR WALL LAYOUT AT SINGLE SIDED SHEAR WALL 2x STUD WALL SHEAR PANEL PER PLAN ANCHOR BOLT & SPACING PER SCHEDULE BELOW, U.N.O. PER PLAN PLATE WASHER 1/4"x3"x3" DIAG. SLOTTED PLATE WASHER IS PERMITTED W/ ADDED STD CUT WASHER BTWN NUT & SLOTTED WASHER SHEAR PANEL PER PLAN SHEAR PANEL PER PLAN 2x STUD WALL PLATE WASHER 1/4"x3"x3" 1 SCALE: N.T.S. SLAB & FOOTING SPECIFICATIONS 2 SCALE: N.T.S. EXTERIOR FOOTING 12 SCALE: N.T.S. NON-BEARING WALL SILL PLATE ANCHORAGE DETAIL 13 SCALE: N.T.S. REERVED 11 SCALE: N.T.S. TYPICAL SILL PLATE ANCHOR BOLT SPECIFICATIONS 15 SCALE: N.T.S. TYPICAL CONCRETE REINFORCING BAR DETAILS 16 SCALE: N.T.S. TYPICAL REINFORCING AT FOOTING INTERSECTIONS 17 SCALE: N.T.S. FOOTING TRENCH & PIPES THRU FOOTING * EXPANSION CATEGORY CLASSIFICATION IS PER CBC 1802.3 ** THE CONVENTIONAL FOUNDATION INFORMATION ABOVE IS FOR THIS SPECIFIC PROJECT ONLY WITH A "LOW" EXPANSION INDEX **SLAB & FOOTING SPECIFICATIONS FOR "LOW" EXPANSIVE SOILS LABEL 1 STORY FOUND. WALK IN COOLER OK A 15" B 18" BELOW LOWEST ADJACENT GRADE C 4" (2x4 WALL) PER PLAN. 6" (2x6 WALL PER PLAN) D (2) #4 BAR TOP & BOTTOM E 5" SLAB w/ #4 BARS AT 18" O.C.E.W. F 15 MIL VAPOR BARRIER OVER 4" LAYER OF GRAVEL PER CITY STANDARDS, LAP 6" MIN. E E 24" MIN. 6" MIN. (E) SLAB ON GRADE (E) GRADE BM FOOTING (E) 2x STUD WALL AS OCCURS AT INFILL WALLS, INSTALL (N) SILL PL w/ TITENS AT 48" O.C. - SEE DETAIL 18 REFER TO DETAIL 1/- FOR INFORMATION NOT PROVIDED (N) SLAB ON GRADE PER PLAN & DTL. 1/- (N) #4 DOWELS, MATCH (N) BAR SPN., EMBED. MIN. 6" INTO (E) SLAB w/ SIMPSON 'SET-3G' EPOXY LOCATE & AVOID DRILLING REBAR DURING INSTALLATION OF ANCHORS & DOWELS 3 SCALE: N.T.S. TYP. (N) SLAB DOWELS TO (E) SLAB F REFER TO DETAIL 1/SD1 FOR INFORMATION NOT PROVIDED 6" (N) CONC. FT'G PER PLAN DOWELS TO MATCH TOP & BOTT. FT'G REINF. PER PLAN VIEW BLW 5 SCALE: N.T.S. FOOTING TO (E) FOOTING & PLAN VIEW EMBED DOWELS INTO (E) CONC. W/- SET-3G EPOXY ADHESIVE (ESR-2508) (E) CONC. GRADE BEAM OR ISOLATED PAD FT'G AS OCCURS PER PLAN, CLEAN & ROUGHEN (E) TO 14" AMPLITUDE AT INTERFACE OF (N) TO (E) CONC. REFER TO DETAIL 1&2/SD1 FOR INFORMATION NOT PROVIDED 14 SCALE: N.T.S. RESERVED 18 SCALE: N.T.S. ANCHOR BOLT RETROFIT AT INT. & EXT. SHEAR WALLS (E) FOUNDATION AS OCCURS (E) OR (N) 2x STUD WALL USED AS EXTERIOR WALL OR INTERIOR BEARING, SHEAR WALL PROVIDE (N) 5 8"∅ x 6" TITEN HD AT 2x PLATE OR 5 8"∅ x 8" TITEN HD AT 3x PLATE THIS DETAIL IS NOT INTENDED TO REPLACE SHEAR WALL END HOLDOWN ANCHOR RODS OR SSTB BOLTS SIMPSON STRONG BOLT 2 OR HILTI KWIK BOLT III EXPANSION ANCHORS MAY BE USED IN LIEU OF TITEN HD REFER TO DETAIL 11 FOR PROPER ANCHOR SPACING & WASHER REQUIREMENTS PER
ARCH
6" MAX FINISH GRADE 6" CONC. CURB REFER TO DETAIL 1/SD1 FOR INFORMATION NOT PROVIDED D OPTIONAL: COLD-JOINT AT DUAL-POUR, INSTALL #4 DOWELS PER 2/SD1 EXT. FLATWORK (BY OTHERS) AS OCCURS SHEAR PANEL WHERE OCCURS PER PLAN (1) #4 CONT. #4 VERT AT 36" O.C. COMPACTED FILL PER SOILS ENG. 2x STUD WALL AS OCCURS PER PLAN w/ A.B.'s PER 11/SD1 EF A B AT DUAL POUR ONLY A.B. SHALL EMBED 7" MIN BLW COLD JOINT 8" MIN. 4 SCALE: N.T.S. EXTERIOR BEARING OR SHEAR WALL FOOTING W/ CURB ASSUMED MONO POUR, ADD #4 DOWELS AT 18" O.C. IF DUAL POUR EXAMPLE PLAN VIEW SCHEMATIC SECTION V.I.F. (E) CONC. ISOLATED PAD FT'G AT BOX COLUMNS, EXPOSE, CLEAN, & ROUGHEN (E) TO 14" AMPLITUDE AT INTERFACE OF (N) TO (E) CONC., SIMILAR AT ALL BOX COL. OR (E) GR BM ASSUMED PAD FT'G. OK TO DEMO PART OF NON STRUCTURAL BOX FRAMING, DO NOT REMOVE COLUMNS (N) CONC. FT'G PER PLAN w/ DOWELS T&B TO (E) PER ABOVE SECTION CURB PER ARCH AS OCCURS, ONLY SHOWN FOR REF., NO DOWELS NEEDED IF MONOPOUR, DOWEL IS AT GRADE BEAM TO FT'G BLW 1 DELTA DESCRIPTION DATE 1 YORBA LINDA PC#1 10/23/25 SHEET NUMBER: PLAN REVISIONS ENGINEER STAMP & SIGNATURE TEAM CONTACT INFORMATION: DATE: SHEET TITLE: CONTACT INFORMATION: PROJECT INFORMATION: BLACK GOLD GOLF CLUB ADDITION 1 BLACK GOLD DR YORBA LINDA, CA 92886 ARCHITECT: OLDHAM ARCHITECTS 680 LANGSDORF DRIVE, SUITE 202B FULLERTON, CA 92831 (714) 782-8296 GOVERNING JURISDICTION: CITY OF FULLERTON BUILDING DEPARTMENT 303 W COMMONWEALTH AVE, 2ND FLOOR FULLERTON, CA 92832 (714) 738-6540 ISE PROJECT NO.: 25-7600.0069 PROJECT MANAGER: MATTHEW ESPINOZA P.E. [email protected] 2 7 3 6 9 V I A I N D U S T R I A T E M E C U L A , C A 9 2 5 9 0 T E L E : 9 5 1 . 6 0 0 . 0 0 3 2 W W W . I S E E N G I N E E R S . C O M S O C A L | N O R C A L | C O L O R A D O 10/23/2025 SD1 ©2025 INNOVATIVE STRUCTURAL ENGINEERS ALL RIGHTS RESERVED. THESE DRAWINGS ARE THE PROPERTY OF INNOVATIVE STRUCTURAL ENGINEERS & ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. STRUCTURAL FOUNDATION DETAILS ftp.J
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COMMON HOLDOWNS AT SHEAR WALLS CONTINUOUS EDGE CONDITION - LTP4 CONTINUOUS EDGE CONDITION - POST CORNER CONDITION - LTP4 CORNER CONDITION - A35 NOTES: 1. RUN LONG DIMENSION OF SHEATHING ACROSS (PERPENDICULAR TO) JOIST AND RAFTERS. PANELS SHALL BE SPACED 18" FOR THERMAL EXPANSION. 2. STAGGER END JOINTS 2'-0" MINIMUM. 3. BOUNDARY NAILING APPLIES TO PERIMETER PLATE LINES, CHORDS, TIES, AND AS CALLED FOR ON DRAWINGS. 4. SEE PLANS FOR NAILING AT BLOCKED DIAPHRAGMS. 5. NAILS SHALL HAVE 3 8" MIN. EDGE DISTANCE. 6. ALL JOISTS AND RAFTERS SHALL BE LAID OUT IN 4'-0" MODULE TO COINCIDE WITH THE SHEATHING. 7. USE TONGUE-AND-GROOVE SHEATHING AT FLOORS, UNLESS NOTED OTHERWISE. 8. SEE DETAIL 'B' FOR FRAMING WHERE SHEATHING JOINTS ARE OFFSET DUE TO RAFTER OR JOIST LAP SPLICES. 9. PROVIDE A 18" GAP BETWEEN ALL PANEL EDGES TYPICAL. 2'-0" MIN. WIDTH NOTES: 1. ALL ROOF AND FLOOR SHEATHING TO BE EXPOSURE 1 OR EXTERIOR PER TABLE 2306.3.1. 716" SHEATHING IS NOT STRUCTURALLY ACCEPTABLE FOR ROOF SHEATHING. 2. FOR FLOOR SHEATHING, WOOD STRUCTURAL PANEL SHALL BE UNDERLAYMENT GRADE. ALL FLOOR SHEATHING SHALL BE GLUED TO FRAMING. 3. ALL ROOF NAILS MUST BE 8d. ALL FLOOR NAILS MUST BE 10d. IN LIEU OF 10d NAILS AT FLOOR SHEATHING, #8 x 2" LONG SCREWS MAY BE USED. 4. FOR ALL FLOOR SHEATHING, PANEL EDGES SHALL HAVE APPROVED TONGUE-AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH BLOCKING. NOT REQUIRED WHEN LIGHTWEIGHT CONCRETE IS PLACED OVER THE SUBFLOOR. 16" 16" 16" 16" 2 1/16" 1/2"
1"
1 1/2"
3"
1 1/4" AT BM NAIL EVERY OTHER SET OF HOLES NAIL ROUND HOLES ONLY "L1" "L2" "L2" "L2" "L1" "L2" SCALE: N.T.S. HORIZONTAL DIAPHRAGM LAYOUT AND NAILING SCHEDULE HORIZONTAL ROOF AND FLOOR SHEATHING SCHEDULE DRAG STRAP TO BEAM OR JOIST CONNECTION BEAM DRAG CONNECTIONS JOIST HEAD-OUT FRAMING HORIZONTAL DIAPHRAGM SCHEDULE - 2022 CBC MAXIMUM SPACING PANEL DESCRIPTION NAIL SIZE EDGE NAILING BOUNDARY NAILING FIELD NAILING ROOF 24" O.C. 15 32" WOOD STRUCTURAL PANEL, 24/O 8d 6" o.c. 6" o.c. 12" o.c. FLOOR 16" O.C. 23 32" WOOD STRUCTURAL PANEL T&G SHEATHING, 32/16 10d 6" o.c. 6" o.c. 12" o.c. FLOOR 19.2" O.C. 23 32" WOOD STRUCTURAL PANEL T&G SHEATHING, 4O/20 10d 6" o.c. 6" o.c. 12" o.c. FLOOR 24" O.C. 23 32" WOOD STRUCTURAL PANEL T&G SHEATHING, 48/24 10d 6" o.c. 6" o.c. 12" o.c. NOTCHED/DRILLED STUD WALL NOTES: (CBC SECTIONS 2308.5.9 & 2308.5.10) 1. DO NOT NOTCH OR DRILL MORE THAN 3 CONSECUTIVE BEARING OR SHEAR WALL STUDS. 2. ALL HOLES SHOULD BE CENTERED ON STUDS, TYPICAL. WIDTH 1" MIN CENTER STRAPS ON NOTCH ALLOWABLE NOTCHES AND HOLES IN TOP PLATES PLATE SIZE "D" DEPTH WIDTH HOLE Ø 2x4 1" 4 12" MAX 1" MAX 2x6 2" 4 12" MAX 3" MAX 2x4 STUDS: 2x6 STUDS: 2x4 STUDS: 2x6 STUDS: CS OR CMST STRAP LOCATIONS AT HOLE CTS218 STRAP LOCATIONS AT NOTCH **REPLACES 4/SD2 COLLECTOR STRAPS CTS218 ICC ES-ESR 2105 DIA. D TOP PLATE NOTCH - STRAP REINFORCING (DTL 4/SD2) DTL 4/SD2 STRAP SHOWN ON PLANS NO. OF CTS218 (24-10dx1 12")** ALLOW. TENSION, LB ALLOW. COMP., LB CS16 2-CTS218 3632 1632 2-CS16 2-CTS218 3632 1632 CMST14 4-CTS218 7264 3792 CMST12 4-CTS218 7264 3792 CENTER CTS218 STRAP(S) ON NOTCH PER TBL ABV 7 8" MAX 212" MAX 13 8"MAX 212" MAX 218" MAX 212" MAX 212" MAX 13 8" MAX NOTCHING AND DRILLING OF STUDS AND TOP PLATES CS16 NAILING PATTERN CMST12 & 14 NAILING PATTERN DRAG - FLUSH BEAM TO WALL DRAG - FLUSH BEAM TO FLUSH BEAM DRAG - DROP BEAM TO WALL TOP PLATES - PLAN VIEW STRAPS ONLY REQUIRED AT EXTERIOR WALLS AND INTERIOR BEARING AND SHEAR WALLS INTERIOR NON-BEARING & NON-SHEAR WALLS EXTERIOR/INTERIOR BEARING & SHEAR WALLS ALOWABLE HOLES/NOTCHES IN STUDS - CBC SECTIONS 2308.5.9 & 2308.5.10 DROP BEAM CONNECTION TOP FLUSH DROP BEAM CONNECTION FLUSH BEAM CONNECTION PROVIDE BACKER BLOCKING AT I-JOISTS DETAIL - "A" DETAIL - "B" SHEATHING LAYOUT AND NAILING USE 2x4 FLAT BLK'G AT EDGE JOINTS WHERE BLOCKED DIAPHRAGM IS CALLED OUT. SEE DETAIL 'A' DRAG STRAP SPECIFICATIONS STRAP DRAG MEMBER SCAB LENGTH AND NAILING OF SCAB TO DRAG MEMBER "L1" LENGTH OF STRAP TO TOP PLTs "L2" LENGTH OF STRAP TO DRAG MEMBER DRAG CAPACITY (LBS) (1) CS16 1 14" RIM N/A 16" WITH (15) 8d's 32" w/ (2) ROWS OF 8d's AT 4 18" O.C. 1,705 (2) CS16 1 3 4" RIM w/ 2x SCAB 4' LONG w/ (2) ROWS OF 16d's AT 6" O.C. 16" WITH (15) 8d's 32" w/ (2) ROWS OF 8d's AT 4 18" O.C. 3,410 CMST14 3 12" MIN. N/A 34" WITH (38) 10d's 72" w/ (2) ROWS OF 10d's AT 3 12" O.C. 6,490 CMST12 3 12" MIN. N/A 44" WITH (49) 10d's 96" w/ (2) ROWS OF 10d's AT 3 12" O.C. 9,215 3" 1/2" CL CL CL CL CL 16" 16" 16" 16" 16" JOIST SIZE MAX. NOTCH WIDTH: D/3 MAX. NOTCH DEPTH: D/6 MAX HOLE SIZE: D/3 2x6 134" 78" 134" 2x8 238" 118" 238" 2x10 3" 112" 3" 2x12 334" 178" 334" 2x14 438" 218" 438" 1/3 SPAN NOTCHES AND HOLES ALLOWED 1/3 SPAN NO NOTCHES 1/3 SPAN NOTCHES AND HOLES ALLOWED D/4 D/3 D/6 D/3 MIN 2" MIN 2" D/6 D/3 NOTES: 1. HOLES MAY BE DRILLED IN ANY 1/3 SPAN. HOLES MUST BE A MIN 12" FROM ANY NOTCH. 2. DO NOT NOTCH BOTH TOP AND BOTTOM SURFACES WITHIN THE SAME 1/3 SPAN. 3. MAX ALLOWED IS A COMBINATION OF TWO NOTCHES AND/OR HOLES PER 1/3 SPAN. 4. THIS DETAIL DOES NOT APPLY TO NOTCHES AND HOLES IN STRUCTURAL BEAMS, THEY MUST BE SPECIFICALLY DETAILED. 5. NOTCHES AND HOLES ARE NOT ALLOWED IN CANTILEVERED JOISTS. 6. REFERT TO MANUFACTURER'S RECOMMENDATIONS FOR HOLES IN MANUFACTURED I-JOISTS. DO NOT NOTCH I-JOISTS. NON-BEARING HEADER SCHEDULE HEADER SIZE MAXIMUM SPAN (5'-0" WALL ABOVE) MAXIMUM SPAN (10'-0" WALL ABOVE) 2x4 FLAT 3'-0" -- 4x4 STD & BTR 6'-6" 4'-6" 4x6 DF NO. 2 10'-0" 9'-6" 4x8 DF NO. 2 12'-0" 12'-0" NON-BEARING HEADER SCHEDULE TOP PLATE AND RIM SPLICE NOTCHED OR DRILLED SOLID JOISTS 2 SCALE: N.T.S. 3 SCALE: N.T.S. 4 SCALE: N.T.S. 6 SCALE: N.T.S. 7 SCALE: N.T.S. 8 SCALE: N.T.S. 9 SCALE: N.T.S. 10 SCALE: N.T.S. 13 SCALE: N.T.S. 14 SCALE: N.T.S. RAFTERS, TRUSSES OR FLOOR JOISTS, TYPICAL UNBLOCKED PANEL EDGE, U.N.O. ON PLAN, TYPICAL F.N. - FIELD NAILING, TYPICAL E.N. - EDGE NAILING, TYPICAL B.N. - BOUNDARY NAILING, TYPICAL E.N., TYP. RAFTER OR JOIST BLK'G 2x4 BLK'G w/ 16d AT 12" o.c. TO JOIST OR RAFTER E.N., TYP. 32" LONG CS16 STRAP w/ (15) 8d's EA. SIDE AT CORNER OF UPPER TOP PLATE OR RIM IF NOTED ON PLAN PROVIDE 32" LONG CS16 STRAP w/ (15) 8d's EA. SIDE OF TOP PL OR RIM BRK LAP PL 4FT & PROVIDE 16d AT 3" O.C. STAGGERED EA. SIDE OF TOP PL BREAK ALT: LAP RIM BREAKS 36" & NAIL PER 11/SD2 SIDE VIEW - RIM BREAK SIDE VIEW - RIM BREAK PLAN VIEW - CORNER INSTALL CS16 ON UPPER TOP PLATE OR RIM ONLY AS OCCURS (1) CS16 STRAP w/ (15) 8d NAILS MINIMUM EACH SIDE OF BEAM EXTEND STRAP 16" PAST EACH SIDE OF BEAM 2x STUD EACH SIDE OF POST w/ 16d NAILS AT 12" O.C. TO POST OR MULTIPLE STUDS 2x STUD EACH SIDE OF POST w/ 16d NAILS AT 12" O.C. TO POST OR MULTIPLE STUDS (1) CS16 STRAP w/ (15) 8d NAILS MINIMUM EACH SIDE OF BEAM EXTEND STRAP 16" PAST EACH SIDE OF BEAM ALTERNATE STRAP LOCATION AT MULTIPLE STUD CONDITION USE 16d NAILS AT 12" O.C. TOP PLATES DROP BEAM FOR BEAMS WITH DEPTH LESS THAN OR EQUAL TO 8", PROVIDE (2) 16d NAILS MIN. ADD (1) 16d NAIL ON EACH SIDE FOR EVERY ADDITIONAL 2" OF DEPTH REFER TO PLANS FOR POST OR MULTIPLE 2x STUD SIZES REFER TO PLANS FOR POST OR MULTIPLE 2x STUD SIZES TOP PLATES TOP OF BEAM AT TOP OF FLOOR FRAMING REFER TO PLANS FOR POST OR MULTIPLE 2x STUD SIZES TOP PLATES FLUSH BEAM PER PLANS TOE NAIL TO TOP PLATES w/ (3) 16d NAILS PROVIDE 2"x4"x48" LONG SCAB w/ (2) 16d AT 3" O.C. , AS REQ. FLUSH BEAM, SIZE PER SCHEDULE U.N.O. ON PLAN SEE NAIL PATTERN DETAIL ABOVE FLUSH BEAM, SIZE PER SCHEDULE U.N.O. ON PLAN SEE NAIL PATTERN DETAIL ABOVE BEARING WALL PER PLAN AS OCCURS POST OR MULTIPLE STUDS PER PLAN DROP BEAM PER SCHEDULE OR PLAN CS16 STRAP PLATE TO BEAM U.N.O. ON PLAN 16d AT 12" O.C. AT MULTIPLE STUDS POST OR MULTIPLE STUDS PER PLAN CS16 STRAP BEAM TO BEAM U.N.O. ON PLAN CS16 STRAP PLATE TO BEAM U.N.O. ON PLAN (2) 16d AT 6" DEEP BEAM, ADD (1) 16d FOR EACH ADD'L 2" OF DEPTH 16d AT 12" O.C. CS OR CMST STRAP AT HOLES PER 4/SD2 REFER TO PLANS FOR TOP ⅊ BRK STRAP AT HOLE. CENTER STRAP ON HOLE218"∅ MAX HOLE 13 8"∅ MAX HOLE 218"∅ MAX HOLE 3 14"∅ MAX HOLE ACCEPTABLE CS OR CMST STRAP LOCATIONS SYMMETRICAL CTS218 STRAP LOCATIONS DOUBLE TOP PLATES CENTER STRAPS ON NOTCH DOUBLE TOP PLATES D DOUBLE JOIST OR BEAM, SEE PLAN LUS OR ITT HGR TYPICAL, U.N.O. ON PLAN DOUBLE JOIST FRAMING AT OPENING, U.N.O. ON PLANS OPENING AS OCCURS PER PLAN 4x4 POST MIN. A35 AT 12" O.C., U.N.O. ON PLAN 4x4 POST MIN. E.N. HOLDOWN PER PLAN SHEAR PANEL PER PLAN E.N. SHEAR PANEL PER PLAN HOLDOWN STRAP PER PLAN 4x6 POST MINIMUM w/ S.W. EDGE NAILING 4x6 POST MIN. A35's / LTP4's AT 12" O.C., U.N.O. ON PLAN 4x4 POST MINIMUM HOLDOWN PER PLAN SHEAR PANEL PER PLAN E.N. SHEAR PANEL PER PLAN E.N. HOLDOWN STRAP PER PLAN 4x4 POST MINIMUM 2x STUD w/ A35's/LTP4's AT 12" O.C. U.N.O. ALLOWABLE SHEAR WALL PENETRATIONS 1. HOLES UP TO 5" SQ. DO NOT REQUIRE BLK'G & E.N. 2. HOLES FROM 5" SQ. TO 16" SQ. REQUIRE BLK'G & E.N. 3. HOLES LARGER THAN 16" SQ. ARE NOT ALLOWED. 4. HOLE SIZE INCLUDES THE LENGTH OF THE OVERCUT. 5. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20 PERCENT OF THE WALL LENGTH. 6. OPENING MUST BE A MIN. 12" FROM SILL PLATE, TOP PLATES & END POSTS. 7. RECOMMEND CIRCULAR BORED HOLES OR RADIUS CORNER CUTS. 8. END POSTS SHOULD NOT BE CUT FOR ANY REASON, STUDS & TOP PLATE MAY BE NOTCHED PER DET 8/-. 18" GAP BTWN PANELS 3 8" MIN BTWN NAIL & EDGE OF POST OR SHTG ALL TYPICAL FRAMING SHALL CONFORM TO THE CONVENTIONAL REQUIREMENTS OF THE GOVERNING BUILDING CODE KING STUD / POST REQUIREMENTS WALL WIDTH *WIDTH OF WDW/DOOR # KING STUDS ALT: POST ***NAILS (PLATE TO KING STUD/POST) 312" 0'-7' (1) 2x4 -- (3)-16d (20d AT 3x SILL) 7'-14' (2) 2x4 4x4 (6)-16d (20d AT 3x SILL) 14'-18' (3) 2x4 4x6 (9)-16d (20d AT 3x SILL) 512" 0'-9' (1) 2x6 -- (4)-16d (20d AT 3x SILL) 9'-17' (2) 2x6 4x6 (8)-16d (20d AT 3x SILL) * WIDTH IS THE DISTANCE BTW KING STUDS AT EACH SIDE OF WINDOW/DOOR. ** (1) 2x KING STUD REQ'D WHEN FULL HEIGHT HARDY/SIMPSON PANEL IS ADJACENT TO WDW/DOOR, SCREW STUD TO HARDY. *** NAILS SHOULD BE SPREAD EVENLY TO ALL STUDS OR ALL INTO POST, AT POST CONDITION WOOD STUD SIZE TABLE WALL WIDTH WALL HEIGHT STUD SIZE AND SPACING 3.5" < 10' 2x4 AT 16" O.C. < 20' NOT APPLICABLE 5.5" < 10' 2x6 AT 16" O.C. < 20' 2x6 AT 16" O.C. 1. INTERIOR NON-BEARING WALLS MAY USE A STUD SPACING OF 24" ON CENTER. 2. THIS TABLE APPLIES TO STUD WALLS SUPPORTING A MAXIMUM OF (1) FLOOR AND (1) ROOF. THE PLANS SHOULD BE CONSULTED FOR ALTERNATE CONDITIONS. TYPICAL WOOD STUD WALL TYPICAL WOOD SHEAR WALL - CONDITION A TYPICAL WOOD STUD WALL AND SHEAR WALL FRAMING 5 SCALE: N.T.S. (2) 16d LOWER FRMG PLT TO EA STUD. 16d AT 12" O.C. PLT TO PLT HEADER PER PLANS, REFER TO DETAIL 10/- FOR NON BEARING HEADER SIZES WINDOW TRIMMER BELOW HEADER, MIN 2x OR AS NOTED ON PLANS. STITCH TO KING W/ 16d AT 12" O.C. WOOD STUDS PER TABLE AT LEFT OR AS NOTED ON PLANS ANCHOR BOLTS & WASHERS PER DETAIL 11/SD1 OR NAILS PER SHEET 1/SD2 2x SILL PLATE (PRESSURE TREATED IF ON CONCRETE). FULL HEIGHT KING STUDS PER TABLE AT LEFT OR PER PLANS (2) 16d SILL PLT TO EA STUD. USE 20d AT 3x SILL PLATE COND. UPPER PLATE RECEIVES SHEAR WALL EDGE NAILS. STAGGER ROWS 18" AT 2" O.C. E.N. INTO 2x TOP PLT SHEAR WALL EDGE NAILING AT TOP PLATE, SILL PLATE, END POSTS & ADJOINING POSTS PER PLANS & DETAIL 1/SD2 SHEAR WALL END POST W/ E.N., MIN 2x POST OR AS NOTED ON PLANS, MUST BE CONTINUOUS TO TOP PLATE (KING POST). PROVIDE HOLDOWNS PER PLANS SILL PLATE W/ ANCHOR BOLTS OR NAILS PER 11/SD1, 1/SD2 ALIGN POST AT ADJOINING PANEL EDGES, MIN 2x OR 3x PER DETAIL 1/SD2 SHEATHING PER PLANS & DTL 1/SD2 (2) 16d FOR 4" DEEP HEADER: ADD (1) 16d FOR EA. ADD'L 2", ALT: A35 AT UNDERSIDE OF BM TO KING STUD > 2X 2-2x TOP PLT, SPLICE PER 4/SD2 CRIPPLE STUDS OR BLKG PER PLANS NOTCH OR BORE STUDS PER 8/SD2 PERFORATED SHEAR WALL - CONDITION B PERFORATED SHEAR WALL - CONDITION C NO STRAPS ABOVE & BELOW OPENING SHEATHING PER PLANS ALL AROUND OPENING EDGE NAILING AT PANEL BREAKS MUST OCCUR AT FULL HEIGHT KING STUD SHEATHING PER PLANS ALL AROUND OPENING CONTINUOUS STRAP PER PLAN ABOVE & BELOW OPENING TO END OF S.W. AT CONDITION "C" ONLY. U.N.O. PER PLAN INSTALL CS16 STRAP 2x STUD WALL 2x FLATWISE BLK'G 312" MIN. STRAP PER PLAN A A SECTION A-A SHEAR WALL NOTES: 1. PANEL NAILS - MAY BE EITHER COMMON OR GALVANIZED BOX. GALVANIZED NAILS ARE REQUIRED WHEN PENETRATING PRESSURE TREATED LUMBER THAT CONTAINS TREATMENTS OTHER THAN BORATE. 2. PANEL RATING - WOOD PANELS MAY CONSIST OR EITHER OSB OR 5-PLY PLYWOOD WITH A MINIMUM EXPOSURE 1 RATING. 3. STUD SPACING - 2x WOOD STUDS AT SHEAR WALL SHALL BE SPACED A MAXIMUM 16" ON CENTER. 4. PANEL BREAKS - ALL PANELS EDGES SHALL BE 2x BLOCKED IF OCCURS. 5. STAGGERED NAILS - ALL NAILING AT 3" O.C. OR CLOSER SHALL BE STAGGERED. 6. SILL PLATE ANCHOR BOLT WASHERS - SHALL BE 0.229" x 3" x 3" STEEL PLATE WASHERS WITH A DIAGONALLY SLOTTED HOLE NO LARGER THAN 3/16" GREATER THAN THE BOLT DIAMETER OR 1 3 4" MAXIMUM. THE WASHER SHALL BE PLACED BETWEEN THE NUT AND SILL PLATE AND SHALL NOT BE OFFSET BY MORE THAN 12" OF THE EDGE OF THE SILL PLATE ON THE SIDE WITH SHEATHING ATTACHMENT. 7. DOUBLE SIDED SHEAR WALLS - MEMBERS SHALL BE 3x AT ALL ADJOINING PANEL EDGES AND NAILS SHALL BE STAGGERED ON EACH SIDE OF THE PANEL BREAK ON EACH SIDE OF THE ADJOINING MEMBER. SILL PLATE SHALL BE MIN 3x FOR FASTERNER SPACING 3" OR LESS. PROVIDE TWO ROWS OF FASTENERS AT 3-1/2" RIM/BLK. WHERE HARDWARE IS REQ. PROVIDE HARDWARE SPACING EA. SIDE OF WALL VERTICAL WOOD FRAMED SHEAR WALL SCHEDULE - 2022 CBC / AF&PA SDPWS-2021 - SEISMIC DESIGN CATEGORY D, E & F MARK WOOD STRUCTURAL PANEL PANEL NAILING FASTENERS & HARDWARES SPACING FRAMING MEMBER THICKNESS AT ADJOINING PANEL EDGES THICK (IN) GRADE RATING 7 SPAN RATING NAIL SIZE EDGE NAIL ON CENTER SPACING FIELD NAIL ON CENTER SPACING SHEAR WALL SILL PLATE TO RIM: 14"Ø SDS SCREW O.C. SPACING7 RIM JOIST OR BLOCKING CONNECTION TO TOP PLATE BLW LTP4 CLIP O.C. SPACING7 RBC CLIP O.C. SPACING 6 3/8 SHEATHING 24/0 8d 6" 12" 11" 14" 12" 2x 4 3/8 SHEATHING 24/0 8d 4" 12" 6" 10" 8" 2x 3 3/8 SHEATHING 24/0 8d 3" 12" 6" 7" 6" 3x 2 3/8 SHEATHING 24/0 8d 2" 12" 4" 6" 5" 3x 2A 3/8 STRUCTURAL I 24/0 8d 2" 12" 4" 5" 4" 3x 2B 15/32 STRUCTURAL I 32/16 10d 2" 12" 3" 4" 3" 3x ASD CAPACITY (PLF) (DOUGLAS FIR) SEISMIC WIND 260 365 350 532 490 685 640 895 730 1022 870 1217 1 SCALE: N.T.S. SHEAR WALL SCHEDULE DELTA DESCRIPTION DATE 1 YORBA LINDA PC#1 10/23/25 SHEET NUMBER: PLAN REVISIONS ENGINEER STAMP & SIGNATURE TEAM CONTACT INFORMATION: DATE: SHEET TITLE: CONTACT INFORMATION: PROJECT INFORMATION: BLACK GOLD GOLF CLUB ADDITION 1 BLACK GOLD DR YORBA LINDA, CA 92886 ARCHITECT: OLDHAM ARCHITECTS 680 LANGSDORF DRIVE, SUITE 202B FULLERTON, CA 92831 (714) 782-8296 GOVERNING JURISDICTION: CITY OF FULLERTON BUILDING DEPARTMENT 303 W COMMONWEALTH AVE, 2ND FLOOR FULLERTON, CA 92832 (714) 738-6540 ISE PROJECT NO.: 25-7600.0069 PROJECT MANAGER: MATTHEW ESPINOZA P.E. [email protected] 2 7 3 6 9 V I A I N D U S T R I A T E M E C U L A , C A 9 2 5 9 0 T E L E : 9 5 1 . 6 0 0 . 0 0 3 2 W W W . I S E E N G I N E E R S . C O M S O C A L | N O R C A L | C O L O R A D O 10/23/2025 SD2 ©2025 INNOVATIVE STRUCTURAL ENGINEERS ALL RIGHTS RESERVED. THESE DRAWINGS ARE THE PROPERTY OF INNOVATIVE STRUCTURAL ENGINEERS & ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. GENERAL WOOD FRAMING DETAILS ftp.J
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1 SCALE: N.T.S. PARAPET WALL AT (E) STEEL ROOF (N) ROOF SHEATHING PER DTL 2&3/SD2 w/ 1 12" NAILS TO (N) 2x SLEEPER REMOVE (E) SMALL TRELLIS SHADE MEMBERS, INSTALL (N) 2x4 SLEEPERS w/ #10 x 2" SELF TAPPING SCREWS TO (E) STEEL BEAM - 6" O.C. 2x8 BLK'G EA. BAY TO RECEIVE SHT'G E.N. & ROOF E.N. H2.5A SLEEPER TO STUD AT 16" O.C. FULL HT STUDS w/ TYPE '6' SHT'G BOTH SIDES ABOVE ROOF AT PARAPET 2x BLK'G EA. BAY TO RECEIVE SHT'G E.N., INSTALL LTP5 FURRING WALL PL TO BLK'G 32" O.C. (E) STEEL TRELLIS BEAMS & STEEL SUPPORT BEAM TO REMAIN (N) INFILL WALL w/ CONT. 2x TOP PL w/ #10 x 2" SELF TAPPING SCREWS TO (E) STEEL BEAM 16" O.C. (E) ROOF FRAMING & PARAPET TO REMAIN, CONTRACTOR TO NOTIFY EOR OF ANY DISCREPANCIES IN FRAMING ASSUMPTIONS OR CONCERNS w/ EXISTING FRAMING (N) 2x LEDGER BLOCKING EA. BAY BETWEEN STL RAFTERS w/ (4) 16d TO (E) FRAMING. EXPOSE FRAMING AT CONNECTIONS (N) ROOF SHEATHING PER DTL 2&3/SD2 w/ 1 12" NAILS TO (N) 2x SLEEPER REMOVE (E) SMALL TRELLIS SHADE MEMBERS, INSTALL (N) 2x4 SLEEPERS w/ #10 x 2" SELF TAPPING SCREWS TO (E) STEEL BEAM - 6" O.C. 3 SCALE: N.T.S. (N) ROOF AT (E) BUILDING ROOF 2' MIN. - MAINTAIN 45° FROM
FIRST STEEL MEMBER 45° 2x4 KICKER AT 16" O.C. FROM FIRST STEEL BEAM THAT ALLOWS 2'-0" PARAPET SUPPORT HEIGHT MIN., LAP w/ PARAPET STUDS w/ (6) 16d NAILS MIN & A34 TO SLEEPER AT ROOF (N) INFILL WALL w/ CONT. 2x TOP PL w/ #10 x 2" SELF TAPPING SCREWS TO (E) STEEL BEAM AT 16" O.C. 2 SCALE: N.T.S. PARAPET AT SIDE INFILL WALL FULL HT STUDS w/ TYPE '6' SHT'G BOTH SIDES ABOVE ROOF AT PARAPET 2x SILL PL TO (E) STEEL BEAM w/ #10 x 2" SELF TAPPING SCREWS AT 6" O.C. STAGGERED 2x8 LEDGER w/ (2) ROWS OF #10 X 2" SELF TAPPING SCREWS AT 24" O.C. TO STEEL BM 2x8 INFILL FRAMING AS NEEDED IF ANY SHT'G SPAN EXCEEDS 2'-0" w/ A35 TO LEDGER EA. SIDE 2x8 LEDGER w/ (1) ROW OF #10 X 2" SELF TAPPING SCREWS AT 24" O.C. TO STEEL BM & 16d TO SLEEPER AT 6" O.C. 5 SCALE: N.T.S. (N) WALL AT (E) BUILDING HIGH ROOF 4 SCALE: N.T.S. (N) FURRING WALL AS NEEDED (N) INFILL NON BEARING WALL AS NEEDED w/ 2-2x TOP PL OR 1x OVER 2x w/ SIMPSON SDPW14500 SCREWS AT 48" O.C. TO (E) FRAMING (E) WALL AND CEILING EXPOSE FRAMING TO ENSURE PROPER EMBEDMENT PER MANF. 12" MIN. GAP (N) ROOF SHEATHING PER DTL 2&3/SD2 w/ 1 12" NAILS TO (N) 2x SLEEPER REMOVE (E) SMALL TRELLIS SHADE MEMBERS, INSTALL (N) 2x4 SLEEPERS w/ #10 x 2" SELF TAPPING SCREWS TO (E) STEEL BEAM - 6" O.C. (N) 2x6 INFILL FRAMING AT 24" O.C. MAX SPAN 36", A34 EA. END TO LEDGER (N) 2x6 LEDGER w/ (2) ROWS OF #10 x 2" TEK SCREWS TO (E) STEEL AT 16" O.C. (N) 2x LEDGER w/ (3) ROWS OF 16d AT 24" O.C. TO (N) STUDS (N) 2x BLK'G AT LOWER ROOF LEVEL TO RECEIVE WALL E.N. w/ LTP5 TO SLEEPER AT 24" O.C. (N) LONG 2x STUDS PER PLAN w/ TYPE '6' SHT'G SILL TO TOP PL (N) 2-2x TOP PL w/ 14" x 5" SDS OR SIMILAR SDWS SCREWS AT 12" O.C. TO (E) FRAMING (E) DROP BEAM, EXPOSE FRAMING TO ENSURE PROPER EMBEDMENT PER MANF. (N) INFILL WALL AS NEEDED w/ 2-2x TOP PL & A35 AT 48" O.C. TO LEDGER DELTA DESCRIPTION DATE 1 YORBA LINDA PC#1 10/23/25 SHEET NUMBER: PLAN REVISIONS ENGINEER STAMP & SIGNATURE TEAM CONTACT INFORMATION: DATE: SHEET TITLE: CONTACT INFORMATION: PROJECT INFORMATION: BLACK GOLD GOLF CLUB ADDITION 1 BLACK GOLD DR YORBA LINDA, CA 92886 ARCHITECT: OLDHAM ARCHITECTS 680 LANGSDORF DRIVE, SUITE 202B FULLERTON, CA 92831 (714) 782-8296 GOVERNING JURISDICTION: CITY OF FULLERTON BUILDING DEPARTMENT 303 W COMMONWEALTH AVE, 2ND FLOOR FULLERTON, CA 92832 (714) 738-6540 ISE PROJECT NO.: 25-7600.0069 PROJECT MANAGER: MATTHEW ESPINOZA P.E. [email protected] 2 7 3 6 9 V I A I N D U S T R I A T E M E C U L A , C A 9 2 5 9 0 T E L E : 9 5 1 . 6 0 0 . 0 0 3 2 W W W . I S E E N G I N E E R S . C O M S O C A L | N O R C A L | C O L O R A D O 10/23/2025 SD4 ©2025 INNOVATIVE STRUCTURAL ENGINEERS ALL RIGHTS RESERVED. THESE DRAWINGS ARE THE PROPERTY OF INNOVATIVE STRUCTURAL ENGINEERS & ARE NOT TO BE USED OR REPRODUCED IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. STRUCTURAL ROOF FRAMING DETAILS ftp.J
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