Agenda packet — Santa Cruz City Council, June 25, 2024 (part 3 of 5)

set forth in the written protest will not be considered by the City Council at the protest hearing. The City Council will sustain a protest if the protesting party demonstrates by clear and convincing evidence that, as specified above, the City would act improperly in awarding the contract. The decision of the City Council is final.

3.12. Contrat Implementation
Upon award notification and prior to final contract approval, the successful bidder will be required to submit:
• Proof of insurance as specified in this solicitation document. • Proof of insurance and prevailing wage compliance documentation as specified in this solicitation document.
• Living wage ordinance compliance documentation;
• Documentation of all credentials necessary to legally perform the services specified; • A completed W9 form and, if applicable, non-resident withholding exemption form, if not already on file with the City; and
• Proof of a current City of Santa Cruz business tax certificate if the Contractor is located in, or performs services within, the city limits for more than 6 days annually.

The finalized contract will be in the form included as Appendix A Sample Agreement herein, and include the IFB documents, the Bidder’s Bid Form.

3.13. Environmental Conservation and Sustainable Living The City of Santa Cruz has long been an advocate for environmental conservation and sustainable living.

This includes, but is not limited to, the Green Business Program, the Living Wage Ordinance, the Clean Ocean Business Program, the Green Building Program and Climate Action Plan 2030 goals which define greenhouse gas reduction objectives to reduce community-wide greenhouse gas emissions 40 percent by 2030 and 100 percent by 2035 (compared to 1990 levels). In your Bid Form, please provide information about your company regarding any existing environmental conservation goals or guidelines, environmental or greenhouse gas emissions disclosures, Green Business certifications, existing alternative fuel service vehicles, superior employee benefit policies, or other applicable policies.

3.14. Financial Responsibility
The City accepts no financial responsibility for any costs incurred by a bidder in responding to this IFB and bidders acknowledge and agree that their Bids will become the property of the City and may be used by the City in any way deemed appropriate.

26.30 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 14 ends

4. TERMS AND CONDITIONS

4.1. Insurance Requirements
Proposer will provide Certificate of Insurance(s) for Professional Liability, Commercial General Liability, Auto Liability, and Workers’ Compensation as stated in the City’s standard Terms and Conditions. The City reserves the right to adjust the insurance terms provided based on the type and scope of project proposed by the Proposer.

4.2. Prevailing Wages and Labor Compliance
Prevailing wages must be paid to all employees working under this contract. This contract is subject to compliance monitoring and enforcement by the California Department of Industrial Relations (DIR). Contractors and subcontractors must register with the DIR in order to submit a bid and be awarded a contract (http://www.dir.ca.gov/dlse/dlsePublicWorks.html). No bid will be accepted, nor any contract entered into without proof of the contractor’s and subcontractors’ current registration with the Department of Industrial Relations to perform public work. If awarded a Contract, the Contractor and its subcontractors, of any tier, shall maintain active registration with the Department of Industrial Relations for the duration of the Project.

4.3. Living Wage
Proposers agree to comply with the requirements of the Living Wage Ordinance as provided in Santa Cruz Municipal Code Chapter 5.10.

4.4. Agreement (Appendix A)
The successful Proposer will be required to enter into an Agreement in the form of the Agreement attached hereto as Appendix A. The City reserves the right to adjust the terms, including insurance terms provided, based on the type and scope of the project proposed by the Proposer. If a Proposer is unable to accept City’s proposed Agreement terms substantially in the form presented, the Proposer shall include a revised copy of the Agreement with its Proposal. The revised copy must clearly mark any section to which it objects, set forth the Proposer’s proposed alternative terms, and explain the basis for each proposed change. The City reserves all rights to reject any revisions to the Agreement.

If a satisfactory contract cannot be negotiated in a reasonable time, the City in its sole discretion may terminate negotiations.

4.5. Contract Period
The term of the contract will commence upon notification of award and continue for a period of six (6) months plus any renewals agreed to by the parties and made in writing.

4.6. Equal Employment Opportunity and Non-Discrimination City’s policies promote a working environment free from abusive conduct, discrimination, harassment, and retaliation; and require equal opportunity in employment for all regardless of race, religious creed (including religious dress and grooming practices), color, national origin (including language use restrictions), ancestry, religion, disability (mental and physical), medical condition, sex, gender (including gender identity and gender expression), physical characteristics, marital status, age, sexual orientation, genetic information (including family health history and genetic test results), organizational affiliation,

26.31 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 15 ends

and military or and veteran status, or any other consideration made unlawful by local, State or Federal law. City requires Consultant to be in compliance with all applicable Federal and State and local equal employment opportunity acts, laws, and regulations and Consultant is responsible for ensuring that effective policies and procedures concerning the prevention of abusive conduct, discrimination, harassment, and retaliation exist in Consultant’s business organization. The City’s current Equal Employment Opportunity and Non-Discrimination policies to which this Section applies may be viewed at http://www.codepublishing.com/CA/SantaCruz/?SantaCruz09/SantaCruz0983.html and http://www.cityofsantacruz.com/home/showdocument?id=59192. Copies are available upon request from the City’s Purchasing Division.

4.7. Indemnification
To the fullest extent permitted by law, Proposer agrees to indemnify, defend, and hold harmless the City, its officials, officers, employees, agents, and volunteers (collectively, “Indemnitees”) from and against any and all liability, claim, action, loss, injury, damage, judgment, or expense, including attorneys’ fees and costs (“Losses”) caused by or resulting from the negligence, recklessness, or willful misconduct of Proposer, Proposer’s officers, employees, agents, or subcontractors in any way related to this RFP, including but not limited to Proposer’s Proposal. Proposer’s duty to indemnify and hold harmless Indemnitees shall not apply to the extent such Losses are caused by the sole or active negligence or willful misconduct of Indemnitees, as determined by an adjudicatory body or court of competent jurisdiction, if applicable. The obligation to defend shall arise regardless of any claim or assertion that Indemnitees caused or contributed to the Losses.

In the event this Agreement involves the performance of design professional services by Proposer, Proposer’s officers, employees, agents, or subcontractors, Proposer’s costs to defend Indemnitees shall not exceed the Proposer’s proportionate percentage of fault per Civil Code §2782.8. This section shall survive the termination or expiration of the Agreement.

26.32 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 16 ends

5. PRELIMINARY SCOPE OF WORK

5.1. Project Objectives
Safe delivery of 50 quantity 70-ft polyurea-coated, ACZA treated, coastal Douglas Fir, Marine grade, class A pilings and 10 quantity 75-ft polyurea-coated, ACZA treated, coastal Douglas Fir, Marine grade, class A pilings to the Santa Cruz Wharf Yard no later than September 6, 2024.

5.2. Minimum Qualifications
• Vendor has the ability to source and deliver piles within the required period. • Vendor has all required licenses and certifications related to transport and delivery of piles. • Vendor is not an Excluded Party with respect to participating in federally-funded projects. Verify at SAM.gov | Search.
• Vendor has a current and valid registration with CA Department of Industrial Relations.

5.3. Contractor Responsibilities
A. Standards of Conduct. The Contractor is responsible for maintaining standards of employee competence, conduct, courtesy, appearance, honesty, and integrity satisfactory to the City.

B. Supervision. The Contractor shall always provide adequate and competent supervision during the Contract term. The Contractor shall be readily available to meet with the City. Contractor shall provide the telephone numbers where its representative(s) can be reached.

C. City Premises. Contractor’s employees and agents shall comply with all City rules and regulations while on City premises.

D. Removal of Employee. City may request the Contractor immediately remove from assignment to the City any employee found unfit to perform duties at the City. The Contractor shall comply with all such requests.

E. Communication. Contractor shall ensure that onsite employees can communicate in English both verbally and in writing.

5.4. Safety Requirements
All work performed under this contract shall be conducted in accordance with the standards customarily adhered to by an experienced and competent provider of the goods and/or services called for under this Contract using the degree of care and skill ordinarily exercised by reputable providers of such goods and/or services. All work will be performed in a safe manner and shall comply with all safety provisions and regulations. Contractor shall abide by all CAL/OSHA requirements, including the labeling of containers.

Contractors who have ten (10) or more employees shall have an injury/illness program as required by OSHA.

The City reserves the right to issue restraint or cease and desist orders to Contractor when unsafe or harmful.

5.5. Scope of Work
The City is requesting bids for Santa Cruz Wharf Pilings.

26.33 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 17 ends

The scope of work includes sourcing and delivery of 50 quantity 70-ft polyurea-coated, ACZA treated, coastal Douglas Fir, Marine grade, class A pilings and 10 quantity 75-ft polyurea-coated, ACZA treated, coastal Douglas Fir, Marine grade, class A pilings to the Santa Cruz Wharf Yard. Price is all inclusive, including delivery and tax.

Pilings must meet the following detailed specifications:

A. Piles shall be AZCA-treated Douglas-fir round timber piles conforming to ASTM D25. Treatment shall be for salt water severe borer hazard to a minimum net retention of 2.5 PCF.

B. Piles shall have a diameter of approximately fourteen (14) inches and be of a length of approximately seventy (70) feet or seventy-five (75) feet based on the requested quantities.

C. Polyurea Sealant: The polyurea coating shall be applied uniformly and terminate thirteen feet (13’) from the tip of the pile and five feet (5’) from the butt end of the pile at a minimum. Coating shall be resistant to saltwater, UV exposure, and marine borer infestations. Coating shall form a tough, abrasion resistant membrane that provides a continuous water-proof seal from the mudline to above high tide. Pile coating shall be applied after the pressure treatment process is complete by a facility having prior experience with coating wood with a polymer product. Coating shall be by a single manufacturer. Minimum physical properties after 48 hours shall be:

1. Thickness 150- 250 mil

2. Tensile Strength 2600 psi ASTM-D-638

3. Tear Resistance 450 lbs/in ASTM-D-624
Task 1 - Vendor confirmation of Purchase Order receipt
• Deliverables: Email to City Contact confirming receipt of purchase order. • Timing: Confirmation received within 7 days after receipt of purchase order.

Task 2 - Vendor confirmation of sufficient stock to fulfill order by August 5, 2024 • Deliverables: Vendor provides written email confirmation to City Contact. • Timing: Confirmation received no later than August 5, 2024.

Task 3 – Vendor delivery of Wharf pilings to Wharf Yard • Deliverables: Vendor provides City Contact a delivery receipt for each delivery order. • Timing: All pilings must be delivered to the Wharf Yard with delivery receipt accepted by City Contact no later than September 6, 2024.

5.6. Responsibilities of City
A designated City contact will be provided for delivery of pilings and access to the site.

City will be utilizing forklifts for offloading wharf pilings.

26.34 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 18 ends

5.7. Order Process
After the contract is approved by City Council and executed, the city will issue a purchase order to the selected bidder. No “minimum orders” are permitted. Proposals indicating a minimum order requirement will be rejected.

5.8. Delivery, Inspection, and Acceptance of Goods
Goods are to be delivered to the location specified. All deliveries are F.O.B. destination.

Proposer acknowledges that time is of the essence in the performance of this contract. If the goods are not delivered within the time period stated on the Vendor’s proposal, or by a different date mutually agreed to in writing, the City reserves the right to cancel the order. If the City cancels the order because of late delivery, the Vendor will not be allowed to charge the City for any costs associated with the order and may be charged any increase in cost the City must pay for the replacement order.

Charges not included in the contract resulting from this solicitation will not be paid. However, the City may consider requests to pay fuel surcharges when the price of crude oil is inflated; but when the price of crude oil decreases, fuel surcharges not set forth in the contract resulting from this solicitation will no longer be paid.

Within 14 calendar days, unless the contract stipulates a different time period, the City will inspect the goods received to verify compliance with specifications. If deficiencies are detected, the goods will be rejected and the Vendor will be required to make the necessary adjustments or replacements at the Vendor’s expense.

Acceptance of the goods will be made when the City determines the goods received are in compliance with specifications and are free from defects.

A. Delivery Restrictions at the Santa Cruz Wharf Yard: Delivery will be to the Santa Cruz Wharf Yard, which is behind Depot Park and bidders will be required to coordinate with staff for access to the site.

B. Delivery Acceptance Hours: The Vendor will maintain process for ensuring that deliveries occur during the open hours of 8:00AM-3:00PM. Deliveries will not be left at a facility unless accepted by City staff.

5.9. Safety Data Sheets (SDS)
The Vendor will furnish SDS forms for every product delivered.

5.10. Damage
The Vendor will be responsible for any damage to City property during the performance of this contract. In the event that there is damage to City property, the Vendor will immediately report the incident to the City in writing. Any such damage will be repaired or replaced with same by the Vendor at his/her expense and to the satisfaction of the City.

5.11. Adequate Stock
The Vendor must have adequate stock of polyurea-coated, ACZA treated, coastal Douglas Fir, Marine grade, class A pilings (either on-hand or available within a specified time limit/delivery date) to accommodate City’s needs throughout the length of the contract. Failure to maintain adequate stock may be deemed a breach of contract and may result in termination of the contract.

26.35 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 19 ends

5.12. Alternative Sources
Vendor will place all orders for item(s) covered in this contract. In the event the Vendor is unable to supply the item(s) when needed, the City reserves the right to order the item(s) from any source offering the lowest price and the required amount. Any such items will be ordered from the Vendor the next time they are required. The City may bill Vendor the difference if the City must pay a higher price for out-of-stock contract item(s).

5.13. Warranty
Vendor warrants that the item(s) provided and/or work performed under this contract comply with all Project specifications, are free of liens and encumbrances, and that workmanship and materials are free from defects during the warranty period. Work shall comply with nationally recognized codes and established industry standards. Equipment shall carry the manufacturers’ most favorable commercial warranties. The warranty period shall begin after City’s acceptance of item(s) and/or work and shall extend thereafter for a period of 10 years, or as otherwise specified by the manufacturer’s standard warranty, whichever is later.

Vendor agrees to remedy by replacing or repairing any item(s) that is damaged or defective during normal usage within the warranty period, at no additional cost to the City. Such repair or replacement will occur within a reasonable time frame, to the satisfaction of the City. Exceptions to any of these warranty provisions will be indicated by Vendor in their proposal.

5.14. Vendor’s Employee Conduct
Vendor will agree to remove any employee whose conduct is improper, inappropriate, or offensive as determined by the City. A removed employee(s) is not to work on City premises without the written consent of the City. The Vendor will remove any employee from working in, or delivering to, City facilities who is convicted of a felony during his/her employment.

5.15. Exclusions
Excluded from this specification are all items purchased separately on other City contracts. The City also reserves the right to bid separately any item or items where it is determined by the Purchasing Manager that a substantial savings in cost will result due to a large quantity purchase, or the commodity is not appropriately classified under this specified contract.

26.36 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 20 ends

6. BID SUBMITTALS

6.1. Bid Form*
By confirming, the proposer is affirming to the following:

The undersigned, upon acceptance, agrees to furnish the following in accordance with the specifications and terms and conditions per City of Santa Cruz “Invitation for Bids for Santa Cruz Wharf Pilings” at the prices indicated herein.

The bidder, under penalty of perjury, declares not to be a party with any other business to an agreement to propose a fixed or uniform price in connection with this bid.

The bidder declares under penalty of perjury that she/he is authorized to sign this document and bind the business or organization to the terms of this bid.

The bidder recognizes the right of the City of Santa Cruz to reject any or all bids received and to waive any informality or minor defects in bids received.

The bidder declares under penalty of perjury that the information contained in this Bid and all accompanying documents are true and correct.
☐ Please confirm
*Response required

6.2. Non-Collusion Declaration*
By confirming, the proposer, the party making the foregoing proposal declares that the proposal is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the proposal is genuine and not collusive or sham; that the Consultant has not directly or indirectly induced or solicited any other Consultant or Sub-Consultant to put in a false or sham proposal; and has not directly or indirectly colluded, conspired, connived, or agreed with any Consultant, Sub-Consultant or anyone else to put in a sham proposal, or that anyone shall refrain from proposing; that the Consultant has not in any manner directly or indirectly, sought by agreement, communication, or conference with anyone to fix the proposal price of the Consultant or any other Consultant or Sub-Consultant, or to fix any overhead, profit, or cost element of the proposal price, or of that of any other Consultant or Sub-Consultant, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the proposal are true; and, further, that the Consultant has not, directly or indirectly, submitted his or her proposal price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, proposal depository, or to any member or agent thereof to effectuate a collusive or sham proposal.

I declare under penalty of perjury under the laws of the State of California that the foregoing is true and correct.
☐ Please confirm
*Response required

26.37 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 21 ends

6.3. Compliance
Failure to comply with the City’s Terms and Conditions and Insurance Requirements may disqualify your bid.

6.3.1. By confirming, the bidder's company accept the City's Standard Terms and Conditions.*
☐ Please confirm
*Response required

6.3.2. By confirming, the bidder's company accept the City's Insurance Requirements.*
☐ Please confirm
*Response required

6.4. General Information

6.4.1. Year Business Established*
*Response required

6.4.2. Number of Employees*
*Response required

6.4.3. Annual Sales*
*Response required

6.4.4. Federal Tax ID*
*Response required

6.4.5. References*
List a minimum of three references that have purchased similar items from your business. Provide company or agency name, contact name, phone number, and email address for each reference. *Response required

6.4.6. Piling Specification Submittal*
In order to submit a bid to this solicitation your firm must upload a specification sheet for the requested piling material that is in compliance with this solicitation's scope of work. *Response required

6.4.7. Confirmation of Delivery Requirements*
In order to submit a bid to this solicitation your firm must confirm that they will be in compliance with the City of Santa Cruz noise ordinance and deliver product in the manner described in this solicitation's scope of work (Delivery hours are between 8:00am-3:00pm). ☐ Please confirm
*Response required

6.4.8. Emergency Contact Information*

26.38 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 22 ends

Please include the following information for the Emergency Contact • Emergency Contact
• Email
• Cell Phone
• Night Phone
*Response required

6.4.9. W-9*
Upload W-9 here.
*Response required

6.4.10. List all subcontractors to be used. If you will subcontract portions of the work, list all subcontractors below. Include business name, address and phone number.*
*Response required

6.4.11. Environmental Conservation and Sustainable Living The City of Santa Cruz has long been an advocate for environmental conservation and sustainable living.

This includes, but is not limited to, the Green Business Program, the Living Wage Ordinance, the Clean Ocean Business Program, and General Plan goals which define greenhouse gas reduction objectives.

Provide information regarding environmental conservation practices, Green Business certifications, alternative fuel service vehicles, superior employee benefit policies, or other applicable policies.

6.4.12. Optional “Piggyback” Contracting*
Indicate whether your business will extend the pricing, terms and conditions of this bid to other government agencies, if you are the successful bidder. Your business would be required to make this contract available to interested agencies for at least six months following the award of this contract.

Interested government agencies may enter into their own contract with the successful Contractor. They may negotiate minor changes in terms and conditions.

Will your business extend the same prices, terms and conditions to other public agencies? ☐ Yes
☐ No
*Response required

6.5. City of Santa Cruz Business Tax Certificate
Contractor will maintain a current City of Santa Cruz business tax certificate if:

A. Contractor is located in the City of Santa Cruz; or
B. Contractor performs physical work in the City of Santa Cruz for 6 or more days annually; or

26.39 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 23 ends

C. Contractor uses company vehicles to deliver within the City of Santa Cruz for 6 or more days annually.

For additional information and licensing requirements, call the Revenue division at 831/420-5070.

6.5.1. Contractor's Sale and/or service contract (Optional) A copy of any sales and/or service contract that the Contractor will require during the execution of any contract resulting from this solicitation. Any terms that contradict the City’s terms and conditions or contain provisions that are determined not to be in the best interest of the City will disqualify the Contractor.

6.5.2. Does your company have a City of Santa Cruz Business Tax Certificate?* ☐ Yes
☐ No
*Response required
When equals "Yes"

6.5.3. City of Santa Cruz Business Tax Certificate Number* *Response required
When equals "Yes"

6.5.4. Expiration Date*
*Response required

6.6. EMERGENCY RESOURCE AGREEMENT
In previous disasters, many organizations have responded enthusiastically to the City’s requests for supplies and services needed to protect the health, safety, and property of the Santa Cruz public. The information on this list allows us to quickly locate desperately needed resources. Because many businesses give us their nighttime phone numbers, we are able to obtain crucial supplies and services after normal business hours.

If you are interested in being a part of this list, please take a few minutes to fill out the form below, review the categories, and check any that apply.

We urge you to provide the manager’s or owner’s home address and phone number. Having information on how to contact a firm after hours greatly improves our emergency response. This information is kept confidential and used only in the event of serious life-threatening emergencies.

6.6.1. Please provide manager's or owner's name, home address, email address and phone number

6.6.2. By confirming this agreement, the vendor agrees to charge the City of Santa Cruz a rate that is fair market value. The vendor also agrees to provide the City of Santa Cruz with all available supplies, materials, equipment and/or services on a priority basis.
☐ Please confirm

6.6.3. Emergency Resource List

26.40 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 24 ends

Please download the below documents, complete, and upload. • Emergency_Resource_List.pdf

6.6.4. Acknowledgment of Addenda and Questions and Answers* In order to submit a bid, the vendor acknowledges that they have read all addenda, and questions and answers posted for this solicitation.
☐ Please confirm
*Response required

6.7. California Levine Act Statement
California Government Code Section 84308, commonly referred to as the "Levine Act," prohibits any member of the City Council of the City of Santa Cruz from participating in any action related to a contract if they receive any political contributions totaling more than $250 within twelve (12) months before or after the date a final decision concerning the contract has been made, from the person or company awarded the contract. The Levine Act also requires disclosure of such contribution by a party to be awarded a specific contract.

Answering YES to either of the two questions above does not preclude the City of Santa Cruz from awarding a contract to your firm or taking any subsequent action related to the contract. It does, however, preclude the identified City Council Member(s) from participating in any actions related to this contract.

6.7.1. Have you or your company, or any agent on behalf of you or your company, made any political contributions of more than $250 to an Officer of the City of Santa Cruz in the twelve (12) months preceding, the date of the submission of your proposals or the anticipated date of any Board action related to this contract? *
☐ Yes
☐ No
*Response required
When equals "Yes"

6.7.2. If yes, please identify the Council Member(s): * *Response required

6.7.3. Do you or your company, or any agency on behalf of you or your company, anticipate or plan to make any political contribution of more than $250 to any Member of the Board of Supervisors in the twelve (12) months following any Board action related to this contract? *
☐ Yes
☐ No
*Response required

26.41 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 25 ends

When equals "Yes"

6.7.4. If yes, please identify the Council Member(s): * *Response required

26.42 #IFB No. PK-0133
Title: Santa Cruz Wharf Pilings

Page 26 ends

7. BID FORM

UNIT PRICE - PILINGS
This table represents the cost of the pilings with the option to include any discounts that apply. Please note the quantity listed in the table below represents an estimated number of pilings but there is no guarantee of purchase.

Line Item Description Quantity Unit of
Measure
Unit Cost Discount (%) Total
1 70-ft Polyurea-coated,
ACZA treated, coastal
Douglas Fir, Marine
grade, class A pilings
[*]
50 Each
2 75-ft Polyurea-coated,
ACZA treated, coastal
Douglas Fir, Marine
grade, class A pilings
[*]
10 Each
[*] Denotes item is taxable
Sales Tax (@ 9.25%)
TOTAL

26.43 City of Santa Cruz
Parks and Recreation
Tony Eillot, Parks and Recreation Director
809 Center st, Santa Cruz, CA 95060
[DICKMAN-HINES LUMBER CO.] RESPONSE DOCUMENT REPORT
IFB No. IFB No. PK-0133
Santa Cruz Wharf Pilings
RESPONSE DEADLINE: May 28, 2024 at 2:00 pm
Report Generated: Thursday, June 6, 2024
Dickman-Hines Lumber Co. Response

CONTACT INFORMATION
Company:

Dickman-Hines Lumber Co.

Email:
[email protected]
Contact:

Blair Dickman
Address:

PO Box 6137
Federal Way, WA 98063
Phone:

N/A
Website:

N/A
Submission Date:

May 28, 2024 7:58 AM
Exhibit C

26.44 [DICKMAN-HINES LUMBER CO.] RESPONSE DOCUMENT REPORT IFB No. IFB No. PK-0133
Santa Cruz Wharf Pilings
[DICKMAN-HINES LUMBER CO.] RESPONSE DOCUMENT REPORT
Invitation For Bid - Santa Cruz Wharf Pilings

Page 2 ends

ADDENDA CONFIRMATION
No addenda issued

QUESTIONNAIRE

1. Bid Form*
Pass
By confirming, the proposer is affirming to the following:

The bidder, under penalty of perjury, declares not to be a party with any other business to an agreement to propose a fixed or uniform price in connection with this bid.

The bidder declares under penalty of perjury that she/he is authorized to sign this document and bind the business or organization to the terms of this bid.

The bidder recognizes the right of the City of Santa Cruz to reject any or all bids received and to waive any informality or minor defects in bids received.

The bidder declares under penalty of perjury that the information contained in this Bid and all accompanying documents are true and correct.

Confirmed

2. Non-Collusion Declaration*
Pass
By confirming, the proposer, the party making the foregoing proposal declares that the proposal is not made in the interest of, or on behalf of, any undisclosed person, partnership, company, association, organization, or corporation; that the proposal is genuine and

26.45 [DICKMAN-HINES LUMBER CO.] RESPONSE DOCUMENT REPORT IFB No. IFB No. PK-0133
Santa Cruz Wharf Pilings
[DICKMAN-HINES LUMBER CO.] RESPONSE DOCUMENT REPORT
Invitation For Bid - Santa Cruz Wharf Pilings

Page 3 ends

not collusive or sham; that the Consultant has not directly or indirectly induced or solicited any other Consultant or Sub-Consultant to put in a false or sham proposal; and has not directly or indirectly colluded, conspired, connived, or agreed with any Consultant, SubConsultant or anyone else to put in a sham proposal, or that anyone shall refrain from proposing; that the Consultant has not in any manner directly or indirectly, sought by agreement, communication, or conference with anyone to fix the proposal price of the Consultant or any other Consultant or Sub-Consultant, or to fix any overhead, profit, or cost element of the proposal price, or of that of any other Consultant or Sub-Consultant, or to secure any advantage against the public body awarding the contract of anyone interested in the proposed contract; that all statements contained in the proposal are true; and, further, that the Consultant has not, directly or indirectly, submitted his or her proposal price or any breakdown thereof, or the contents thereof, or divulged information or data relative thereto, or paid, and will not pay, any fee to any corporation, partnership, company association, organization, proposal depository, or to any member or agent thereof to effectuate a collusive or sham proposal.

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

Confirmed

3. Compliance
Failure to comply with the City’s Terms and Conditions and Insurance Requirements may disqualify your bid.

BY CONFIRMING, THE BIDDER'S COMPANY ACCEPT THE CITY'S STANDARD TERMS AND CONDITIONS.* Pass
Confirmed
BY CONFIRMING, THE BIDDER'S COMPANY ACCEPT THE CITY'S INSURANCE REQUIREMENTS.* Pass
Confirmed

4. General Information
YEAR BUSINESS ESTABLISHED*

26.46 [DICKMAN-HINES LUMBER CO.] RESPONSE DOCUMENT REPORT IFB No. IFB No. PK-0133
Santa Cruz Wharf Pilings
[DICKMAN-HINES LUMBER CO.] RESPONSE DOCUMENT REPORT
Invitation For Bid - Santa Cruz Wharf Pilings

Page 4 ends

Pass
39 NUMBER OF EMPLOYEES*
Pass
5 ANNUAL SALES*
Pass
20,000,000
FEDERAL TAX ID*
Pass
91-1299359
REFERENCES*
Pass
List a minimum of three references that have purchased similar items from your business. Provide company or agency name, contact name, phone number, and email address for each reference.

Power Engineering Construction Company -- ATTN: Jeff Van Meter -- (510) 337-3800 ext. 260 -- [email protected]
CS Marine Constructors Inc -- ATTN: Jennifer Ingalls -- (707) 562-4100 -- [email protected] Manson Construction Company -- ATTN: Bryan Haynes -- (562) 983-2369 -- [email protected] Port San Luis Harbor -- ATTN: Chris Munson -- (805) 595-5419 -- [email protected]

26.47 [DICKMAN-HINES LUMBER CO.] RESPONSE DOCUMENT REPORT IFB No. IFB No. PK-0133
Santa Cruz Wharf Pilings
[DICKMAN-HINES LUMBER CO.] RESPONSE DOCUMENT REPORT
Invitation For Bid - Santa Cruz Wharf Pilings

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Port of Tacoma -- ATTN: Alex Compton -- (253) 888-4741 -- [email protected] Port of Longview -- ATTN: Candi Engebo -- (360) 425-3305 -- [email protected]

PILING SPECIFICATION SUBMITTAL*
In order to submit a bid to this solicitation your firm must upload a specification sheet for the requested piling material that is in compliance with this solicitation's scope of work.

SPECGUARD_MFI_Timber_Polyurea_Coating_Guide_Spec_150710-1_Treated_Coated_(3).pdf Thunderbolt__Chemonite_piling_w_poly_coating_brochure_sm.pdf 20220125083715726.pdf
CWIMU.pdf
SL08_Warranty_4-3-08.pdf
TBOLT_SDS_SL08_2021_.docx
ACZA_SDS_Thunderbolt.pdf
CLASS_A_PILING_SUBMITTAL.pdf
CONFIRMATION OF DELIVERY REQUIREMENTS*
Pass
In order to submit a bid to this solicitation your firm must confirm that they will be in compliance with the City of Santa Cruz noise ordinance and deliver product in the manner described in this solicitation's scope of work (Delivery hours are between 8:00am3:00pm).

Confirmed
EMERGENCY CONTACT INFORMATION*
Pass
Please include the following information for the Emergency Contact

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x Emergency Contact
x Email
x Cell Phone
x Night Phone
Blair Dickman -- [email protected] -- (253) 219-1871 -- Day or Night W-9*
Pass
Upload W-9 here.

DHLC_W-9_for_City_of_Santa_Cruz.pdf
LIST ALL SUBCONTRACTORS TO BE USED. IF YOU WILL SUBCONTRACT PORTIONS OF THE WORK, LIST ALL SUBCONTRACTORS BELOW.

INCLUDE BUSINESS NAME, ADDRESS AND PHONE NUMBER.*
Pass
ATI Trucking -- Glendale, AZ -- Mike - (623) 587-9118
Leavitt's Freight Services -- Springfield, OR -- James - (541) 747-4236 Greenhill Reload -- Creswell, OR -- Charlie - (503) 706-8388 Thunderbolt Wood Treating -- Riverbank, CA -- Danny - (209) 869-4561

ENVIRONMENTAL CONSERVATION AND SUSTAINABLE LIVING
Pass
The City of Santa Cruz has long been an advocate for environmental conservation and sustainable living. This includes, but is not limited to, the Green Business Program, the Living Wage Ordinance, the Clean Ocean Business Program, and General Plan goals which

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define greenhouse gas reduction objectives. Provide information regarding environmental conservation practices, Green Business certifications, alternative fuel service vehicles, superior employee benefit policies, or other applicable policies.

N/A
OPTIONAL “PIGGYBACK” CONTRACTING*
Pass
Indicate whether your business will extend the pricing, terms and conditions of this bid to other government agencies, if you are the successful bidder. Your business would be required to make this contract available to interested agencies for at least six months following the award of this contract. Interested government agencies may enter into their own contract with the successful Contractor. They may negotiate minor changes in terms and conditions.

Will your business extend the same prices, terms and conditions to other public agencies? No

5. City of Santa Cruz Business Tax Certificate
Contractor will maintain a current City of Santa Cruz business tax certificate if:

A. Contractor is located in the City of Santa Cruz; or
B. Contractor performs physical work in the City of Santa Cruz for 6 or more days annually; or C. Contractor uses company vehicles to deliver within the City of Santa Cruz for 6 or more days annually.

For additional information and licensing requirements, call the Revenue division at 831/420-5070.

CONTRACTOR'S SALE AND/OR SERVICE CONTRACT (OPTIONAL)
Pass
A copy of any sales and/or service contract that the Contractor will require during the execution of any contract resulting from this solicitation. Any terms that contradict the City’s terms and conditions or contain provisions that are determined not to be in the best interest of the City will disqualify the Contractor.

26.50 [DICKMAN-HINES LUMBER CO.] RESPONSE DOCUMENT REPORT IFB No. IFB No. PK-0133
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DICKMAN.pdf
DOES YOUR COMPANY HAVE A CITY OF SANTA CRUZ BUSINESS TAX CERTIFICATE?* Pass
No

6. EMERGENCY RESOURCE AGREEMENT
In previous disasters, many organizations have responded enthusiastically to the City’s requests for supplies and services needed to protect the health, safety, and property of the Santa Cruz public. The information on this list allows us to quickly locate desperately needed resources. Because many businesses give us their nighttime phone numbers, we are able to obtain crucial supplies and services after normal business hours.

If you are interested in being a part of this list, please take a few minutes to fill out the form below, review the categories, and check any that apply.

PLEASE PROVIDE MANAGER'S OR OWNER'S NAME, HOME ADDRESS, EMAIL ADDRESS AND PHONE NUMBER Pass
Blair Dickman
33516 10th Pl South, Bldg 11
Federal Way, WA 98063
[email protected]
(253) 838-6790

26.51 [DICKMAN-HINES LUMBER CO.] RESPONSE DOCUMENT REPORT IFB No. IFB No. PK-0133
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BY CONFIRMING THIS AGREEMENT, THE VENDOR AGREES TO CHARGE THE CITY OF SANTA CRUZ A RATE THAT IS FAIR MARKET VALUE.

THE VENDOR ALSO AGREES TO PROVIDE THE CITY OF SANTA CRUZ WITH ALL AVAILABLE SUPPLIES, MATERIALS, EQUIPMENT AND/OR SERVICES ON A PRIORITY BASIS.

Pass
Confirmed

EMERGENCY RESOURCE LIST
Pass
Please download the below documents, complete, and upload. x Emergency_Resource_List.pdf
document05-28-2024-052219.pdf
ACKNOWLEDGMENT OF ADDENDA AND QUESTIONS AND ANSWERS*
Pass
In order to submit a bid, the vendor acknowledges that they have read all addenda, and questions and answers posted for this solicitation.

Confirmed

7. California Levine Act Statement
California Government Code Section 84308, commonly referred to as the "Levine Act," prohibits any member of the City Council of the City of Santa Cruz from participating in any action related to a contract if they receive any political contributions totaling more than $250 within twelve (12) months before or after the date a final decision concerning the contract has been made, from the person or company awarded the contract. The Levine Act also requires disclosure of such contribution by a party to be awarded a specific contract.

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Invitation For Bid - Santa Cruz Wharf Pilings

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HAVE YOU OR YOUR COMPANY, OR ANY AGENT ON BEHALF OF YOU OR YOUR COMPANY, MADE ANY POLITICAL CONTRIBUTIONS OF MORE THAN $250 TO AN OFFICER OF THE CITY OF SANTA CRUZ IN THE TWELVE (12) MONTHS PRECEDING, THE DATE OF THE SUBMISSION OF YOUR PROPOSALS OR THE ANTICIPATED DATE OF ANY BOARD ACTION RELATED TO THIS CONTRACT? * Pass
No

DO YOU OR YOUR COMPANY, OR ANY AGENCY ON BEHALF OF YOU OR YOUR COMPANY, ANTICIPATE OR PLAN TO MAKE ANY POLITICAL CONTRIBUTION OF MORE THAN $250 TO ANY MEMBER OF THE BOARD OF SUPERVISORS IN THE TWELVE (12) MONTHS FOLLOWING ANY BOARD ACTION RELATED TO THIS CONTRACT? *
Pass
No

PRICE TABLES

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Line Item Description Quantity Unit of
Measure
Unit Cost Discount (%) Total
2 75-ft Polyurea-coated, ACZA treated, coastal Douglas Fir, Marine grade, class A pilings [*]
10 Each $7,599.99 0% $75,999.90
[*] Denotes item is taxable
Sales Tax (@ 9.25%) $38,942.4445
TOTAL $459,941.8445

26.54 DESIGN SPECIFICATION GUIDE FOR CHEMONITE ® (ACZA)

PRESSURE TREATED COASTAL DOUGLAS-FIR PILING

1.0 ROUND TIMBER PILING
All piling shall be Coastal Douglas-fir in accordance with the latest revision of ASTM D25. Friction piles (ASTM D25 Table 1) are specified with a minimum circumference of ___ (as measured in inches) at 3 feet from the butt end. End-bearing piles (ASTM D25 Table 2) are specified with a minimum circumference of ____ (as measured in inches) at the extreme tip.

2.0 PRESSURE TREATMENT
Coastal Douglas-fir piling shall be pressure-treated with Chemonite® ACZA in accordance with the latest revision
of the American Wood Protection Association (APWA) Standard T1 (Processing and Treatment), Section G:

Marine (Salt Water) Applications.

In sensitive aquatic environments the Western Wood Preservers Institute (WWPI) Best Management Practices (BMPs) can be specified.

Piling may be branded in accordance with AWPA Standard M6. Handling, storage and field treatment shall be in accordance with AWPA Standard M4 (Care of Pressure-Treated Wood Products).

2.1 MINIMUM RETENTION REQUIREMENT

2.2 Marine Use: Dependent upon the severity of the marine-borer hazards found in U.S. Coastal Waters, varying Levels of Chemonite® ACZA preservative may be used to protect against various marine organisms. See AWPA U1 map, figures 1 & 2 for marine-borer hazards in U.S. Coastal Waters.

Piling shall be full length pressure-treated with ACZA to a minimum net retention of 2.50 pcf of wood by assay (UC5B) in accordance with AWPA Standard T1 and Section G.

3.0 Inspection and Certification. The piling supplier shall furnish a Certificate of Grade in accordance with ASTM D-25 latest revision. The Treater shall furnish Certificate of Treatment stating compliance with AWPA Standards for pressure treatment of timber piles. The purchaser of treated piling shall have the right to employ an independent inspection service to inspect all treated piling per AWPA Standard M2 (Inspection of Treated Wood Products) or the BMP Quality Assurance Program. The independent inspector shall have the authority to reject any piling not conforming to these specifications. Safety Data Sheets shall be available upon request.

4.0 Sterilization (Conditioning of Pilings); The Douglas-fir pilings must be kiln-dried after treatment to a maximum moisture content of 19% or less prior to applying the SG E375-08 Polyurea coating system. Douglas-fir pilings must be conditioned / sterilized prior to spray coating process to achieve maximum adhesion and protection.

Refer to AWPA Standard U1 Section G on marine piles paragraph 2.5 Conditioning requires sterilization. It references AWPA Standard M1 Section 1.1.5 which gives the heating requirements, which is that at the pith center a temperature of 150° F shall be maintained for at least one hour.

Field Handling Recommendations Construction: Borers, termites and decay can attack treated wood when the heavily treated outer layer is removed. It is recommended that all structures be prefabricated before treatment. Minimize problems by specifying framing and boring before treatment whenever possible. Bracing with round timber piles rather than sawn timbers is recommended below high tide. All untreated wood exposed by cutting or drilling should be adequately field treated.

Fasteners: Around water, avoid corrosion by specifying all timber products be properly air seasoned or kiln dried prior to installation. Always use hot-dipped galvanized or stainless steel hardware.

Worker Safety: Chemonite treated wood can be stored, handled and worked like untreated wood. As with any wood, wear gloves to avoid splinters, wear eye protection and a dust mask when sawing, drilling and sanding. Wash hands before eating or smoking. Dispose of cut ends in a sanitary landfill. Treated wood should not be burned in open fires or in stoves, fireplaces or residential boilers. Treated wood from commercial or industrial use may be burned only in commercial or industrial incinerators or boilers in accordance with state and federal regulations. www.thunderboltwoodtreating.com
THUNDERBOLT WOOD TREATING 3400 PATTERSON ROAD P.O. BOX 890 RIVERBANK, CA 91729 (800) 826 - 4561 26.55 SPECGUARD / DIVISION OF MFI SPECIFICATION TIMBER PILING 03/16/2012 / Rev 01/21/2015 2

GUIDE SPECIFICATION FOR MARINE GRADE POLYUREA COATING AND ENCAPSULATION OF

ROUNDTIMBER PILING

DESCRIPTION
This specification details the surface preparation and product application of a slow cure marine grade spray Polyurea coating on non-treated and treated wood products for encapsulation. The product must be marine grade and have self-leveling capabilities to provide a smooth surface. This specification is for application prior to installation and to provide a compatible field applied repair material for touch up and repairs after installation.

The application is designed to prevent the leaching of treating products into the environment by applying a continuous, fully adhered coating product. The product must also provide abrasion resistance, impact resistance and resistance to marine bores.

1.01 SUMMARY
A. Provide labor, materials, equipment and supervision necessary to install a marine grade spray Polyurea coating system to encapsulate treating products to protect the marine environment.

1.02 SUBMITTALS
A. Submit literature verifying that the product has a history for use in marine environments and meets the physical properties and composition requirements.

1.03 QUALITY ASSURANCE
A. Manufacturer Qualifications: minimum 7 years’ experience and has manufactured at least 500 pilings with SG E375-08 marine grade Polyurea coating, along with a verifiable project list that meets the manufacturers specification for this product.

B. Applicator Qualifications: The applicator shall be trained and approved by the manufacturer to apply the system. Manufacturer's written verification of applicator approval is required. Applicator must have approved equipment for applying plural component products and have an approved facility with a certified spray booth meeting all local air quality standards.

C. Pressure treated wood product only, products treated in accordance with American Wood Protection Association (AWPA) and conforming to Best Management Practices (BMPs) as promulgated by the Western Wood Preservers Institute (WWPI) will be accepted for coating.

1.04 REFERENCES AND STANDARDS
All references and standards shall be in accordance with:

A. ASTM (American Society for Testing and Materials)
B. SSPC(Society of Protective Coatings)
C. WWPI (Western Wood Preservers Institute)
D. BMPs (Best Management Practices for the use of treated wood in aquatic and other sensitive environments.)
E. AWPA (American Wood Protection Association)

APPLICATION / EQUIPMENT REQUIREMENTS
All equipment used in the production of marine pilings coated with SG E375-08 Marine Grade Polyurea Spray Coating must be preapproved by Specguard / Marine Fenders International with written verification.

Occasional pin holes are acceptable but in no case shall any pin hole continue inward to bare wood.

2.02 MATERIALS: Materials shall meet the following physical property requirements.

26.56 SPECGUARD / DIVISION OF MFI SPECIFICATION TIMBER PILING 03/16/2012 / Rev 01/21/2015 3

APPLICATION THICKNESS
The product must be applied at 250 mil (1/4”) average coating thickness on all surfaces, providing no location has +/- 20% of thickness. Coverage rates are subject to the substrate profile. To insure proper thickness, quantity of material required for surface area shall be calculated at 6.4 square feet per gallon as approved by manufacturer.

PRODUCT REQUIREMENTS, DESCRIPTION AND CHARACTERISTICS
POLYUREA (Marine Grade): Two-component 1-1 slow cure spray based Polyurea coating shall be solvent free 100% solids, non-leaching and inert when cured. Polytetramethylene ether glycol (PTMEG Based), 2, 4- toluene diisocyanate, and aromatic diamine based Polyurea elastomer designed for marine environments. The product must contain UV stabilizers and anti-oxidants in the system. Product characteristic requirements:

The products tack free time must be 8-10 minute to insure proper penetration into the wood surface and crevices allowing for maximum adhesion and mechanical bonding. The product must have a 45-60 second gel time to allow self-leveling providing a smooth low friction surface. The product must meet or exceed (ASTM D 1052) flex life 200,000 cycles and all other physical requirements contained within this specification.

Occasional pin holes are acceptable but in no case shall any pin hole continue inward to bare wood.

Non-PTMEG based and fast cure products outside the specification requirements are not acceptable.

PRODUCT COLORS
Available standard colors are Black, Tan, Brown and Gray. Colors will fade due to UV instability. Black and earth tones are recommended. Normal weathering will dull the finish of the product over time.

2.03 SPRAY POLYUREA SYSTEM PHYSICAL PROPERTY REQUIREMENTS PRODUCTS: SG E-373-08, Marine Fenders International, Inc.

Total Solid Content 100 % Color stability (aromatic) None Mixing ratio A-B 1-1 Tear (ASTM D624) 520 lbs / in
Tack free @ 72ºF 8-min Hardness (ASTM D2240) 80-90 A
Gel time 45-sec Permeability (ASTM E96) 0.067 WVT
V.O.C Content 0% Burn Rate (typical) (ASTM D 635) 1.52 cm/min Elongation (ASTM D412) 375 % Taber Abrader (ASTM D 4060) 500 cycles .094/1000 Tensile (ASTM D412) 2600 psi Flex-Life (ASTM D 1052) (cycles) 200,000

2.04 FIELD REPAIR PRODUCT - PRODUCT REQUIREMENTS, DESCRIPTION AND CHARACTORISTICS Field applied repair material is a two-component mixed, 8-minute tack free and 2-minute gel time, Polyurea product that is applied and troweled to the appropriate thickness.

REPAIR MATERIAL - MFI-TROWEL PATCH, Marine Fenders International, Inc.

FIELD APPLIED REPAIR MATERIAL
FP-85- trowel applied
Total Solid Content 100 %
mixing ratio A-B 1-1
Tack free @ 72ºF 8-10 minutes
Gel time 1-2 minutes
Color stability (aromatic) none
Hardness (ASTM D2240) 80-90 A
V.O.C. Content none
Permeability (ASTM E96 0.067 WVT
Viscosity A -1000 cps B -700 cps

26.57 SPECGUARD / DIVISION OF MFI SPECIFICATION TIMBER PILING 03/16/2012 / Rev 01/21/2015 4 WARRANTY: See manufacturer’s standard material warranty.

CONTACT:

MANUFACTURER:

SPEC-GUARD / MFI
909 Mahar Ave
Wilmington, Ca 90744
Tel (310) 834-7037, (310) 722-7516
LICENSED CERTIFIED APPLICATOR:

THUNDERBOLT WOOD TREATING
3400 Patterson Rd
Riverbank, CA 95367
(209) 869-4561, (209) 747-7773

PRODUCTS: SPECGUARD, E-375-08 Spray Polyurea Marine Grade Coating, FP-85- trowel applied marine repair coating.

26.58 Engineered by Nature • Enhanced by Preservative • Sealed by Encapsulation Chemonite® ACZA Piling with Polyurea Protection
A waterfront pier is a big investment and dock pilings are the foundation of that investment. Thunderbolt offers a preservative treatment solution that combines the most
effective waterborne wood preservative chemistry in the market and a seamless polyurea barrier coating that
encapsulates the preservative and protects the outside
of the piling from erosion and damage, creating a unique, long-lasting structural pile.

Thunderbolt Wood Treating Company
Riverbank, California
800-826-8709 • www.ThunderboltWoodTreating.com
Sales Contact: Danny Sosa
209-747-7773 • [email protected]

26.59 %HQHÀWVRI:RRG3LOLQJ
• Economical
• Proven
• Long-lasting
• Strong, durable, resilient
• Availability in emergencies
• Domestically and often locally
produced
• Natural appearance
• Rugged handling
• Renewable
• Low energy production
• Carbon storage
• Minimal on-site waste
Wood, nature’s renewable
resource, is a proven,
economical building material
that is long-lasting as well as
strong, durable and resilient.

Piling is treated using a
pressure process that forces
preservative into the wood,
penetrating deeply. The
preservative, Chemonite® ACZA,
protects against insects such as
termites and marine organisms.

It is effective for use in salt and
fresh water either immersed or
splash and spray exposure.

Chemonite® ACZA treated piling
will last for years in a marine
environment, not only
protecting but beautifully highlighting waterfront structures.

The use of wood piling dates back nearly 6000
\HDUVZKHQ1HROLWKLFWULEHVÀUVWXVHGORJVIRU
structural support on soft soil. Since, builders
have used piling to support structures and
roads and to keep water out or in. Today,
wood piling is just as vital and viable as it
always has been.

SG E375-08 Marine Grade
Polyurea Barrier System
provides a solution for
projects that require marine
protection, long term
durability and an innovative
approach to today’s
environmental concerns.

This Marine Grade Polyurea,
which meets the requirements
for protective barrier coatings
in American Wood Protection
Association (AWPA) Standard
M27-20, is designed to
encapsulate treated timber
piles to prevent preservative
migration into the environment
by protecting the timber piles
from abrasion and mechanical damage. SG E375-08 contains PTMEG and is self-leveling to provide a smooth surface with a gel time that promotes better adhesion to timber products.

Chemonite 6SHFJXDUG0DULQH*UDGH3RO\XUHD%DUULHU6\VWHP ® ACZA Treated Wood Piling

DUAL PROCESS TREATING SYSTEM FOR MAXIMUM PROTECTION
%HQHÀWVRI$GGHG3URWHFWLRQ
• Designed for use in harsh marine
environments where longevity is
required
• History of use in a variety of marine
environments from cold to warm, humid
environments
• Dual process protection - polyurea
coating added after pressure
treatment
• Applied at manufacturing facility, arriving
to construction site ready to install*
• Fully adheres to the contours of the
timber surface
• No additional wrapping required
• US Navy approved; recognized and
approved by the California Coastal
Commission, AWPA, WWPI, California
Association of Harbor Masters & Port
&DSWDLQV3DFLÀF&RDVW&RQJUHVV

:KLOHVPDOOUHSDLUVFDQEHPDGHRQVLWHWKLVSURGXFWFDQQRWEHDSSOLHGLQWKHÀHOGWRH[LVWLQJSLOHVLQVHUYLFH0DQXIDFWXUHGIRUUHSODFHPHQWSLOHVDQGQHZFRQVWUXFWLRQ &XVWRPL]HGIRU\RXUQHHGV
• Polyurea coating can range in thickness from light duty (125 mils) to heavy duty (250 mils)
&RDWLQJRIHQWLUHSLOHPD\QRWEHQHFHVVDU\DQGFDQEHVSHFLÀHGWR length by purchaser
• Contact sales for color options

26.60 26.61

26.62 Douglas fir and ACZA is a match made for
heavy duty applications. The strength and
resilience of Douglas fir, combined with the
long-term protection of Ammoniacal Copper
Zinc Arsenate (ACZA) preservative, yield a
construction material that has been providing
reliable service for decades – in utility poles,
building poles, foundation piling, bridge girders,
roller coasters, and other demanding
applications.

These attributes, plus advantageous
environmental and handling features, make
ACZA-treated Douglas fir ideal for saltwater
exposure as piling, bulkhead material, camel
logs, and other marine uses. It is also an
economical choice; Douglas fir is a readily
available species grown on managed
timberlands in western states.

Chemonite® Wood
in Marine Use
Thunderbolt Wood Treating Company, a
privately-owned Treating Service Only (TSO)
facility offering expertise in the preservation of
Douglas fir, produces timbers, lumber, and poles
under the “Chemonite” brand, a registered
trademark of Arch Wood Protection, Inc., for
ACZA-treated wood.

This wood is treated to the standards of the
American Wood Protection Association and
can be produced in conformance with the Best
Management Practices developed by Western
Wood Preservers Institute.

Douglas fir piling and
bulkheads protected
by ACZA preservative

26.63 Proven
Development of the original copper arsenate
solution began in the 1920s. The current
formulation, ACZA, was accepted in the
standards of the American Wood Protection
Association in 1982. A quarter-century of
successful use attests to the effectiveness of
ACZA-treated wood.

Environment
Chemonite® wood shares the many
environmental attributes of wood itself – most
notably: renewable resource, low-energy
production, and carbon sequestration. The
preservative process adds to these benefits by
extending service life, thereby reducing
demands on forests and reducing the need for
shipping of replacement material.

Strength
The treatment process does not reduce the
strength of the wood, although an incising
factor may be needed to allow for penetration
improvement.

Corrosivity
Years of use have revealed no failures due to
corroded hardware. However, the preservative
contains elements which could affect
inadequately protected metal. Use hot-dipped
galvanized or stainless steel hardware in
contact with this wood.

Recent Alternative,
Dependable History
Use & Handling
Handling Chemonite® wood does not
necessitate unusual safety measures beyond
those recommended for most other
construction materials. These include: Wear
gloves when handling, wear safety glasses and
dust mask when drilling or sawing, and do not
burn treated wood.

Disposal
State and local requirements vary, but, in
general, lined landfills accept retired
Chemonite® wood and scraps in accordance
with the same requirements that apply to other
building materials. They can also be used as a
fuel in approved co-generation facilities. Where
questions exist, confirmation from the
appropriate local authority is recommended.

Long-lasting
Chemonite® ACZA-treated wood is resistant to
damage from termites and fungal decay. When
used in an application for which it is intended,
Chemonite wood can be expected to last for
decades.

Producer
Thunderbolt Wood Treating Company is a
privately-owned Treating Service Only (TSO)
facility located in Riverbank, California.

Founded in 1978, it provides a variety of
treatments for far-ranging applications. Its ACZA
comes from Arch Wood Protection, Inc., world’s
largest supplier of wood preservatives.

For prices and other order details, contact:

Thunderbolt Wood Treating Company
Riverbank, California
209-869-4561
www.ThunderboltWoodTreating.com

26.64 Poly-Granite International Inc.

Manufacturer’s Limited Product Warranty
Poly-Granite International Inc. (PGI) grants a limited 1-year warranty to the Owner. PG-SL08 coating system installed by a Certified Applicator, Subject to the limitations contained herein.

Should the product prove to fail as a result of manufacturer defects, Poly-Granite will provide sufficient product to replace the defective product.

This warranty shall cover material replacement only (labor excluded). This warranty shall be in effect only when the product has been applied pursuant to manufacturer’s specifications and the highest industry standards and by a certified applicator. This warranty is extended to the original purchaser of this product. Poly-Granite shall have no obligation to contribute or participate in the labor costs necessary to effect repairs. THIS WARRANTY DOES NOT COVER DAMAGES

RESULTING FROM FIRE, SETTLING, MAJOR BUILDING MOVEMENT, FAULTY PLUMBING

LEAKS, LEAKS FROM OTHER MECHANICAL PROTUSIONS, LEAKS FROM INSIDE THE

WALL, WICKING FROM THE FOUNDATIONS, MOISTURE VAPOR DRIVE, UNSOUND SUBSTRATES, ACTS OF GOD (I.E. TERMITES, HURRICANES, TORNADOS OR EARTHQUAKE). Warranty applies only to the surface it is applied to.

This warranty is issued in lieu of all other guarantees or warranties. The terms of this warranty is limited to the express warranties contained herein and are not subject modifications. The sales representative and or contractor is not an agent or employee of Poly-Granite and any additional promises or guarantees made by the sales representative and or contractor SHALL NOT become part of this limited warranty. Under no circumstances shall Poly-Granite be liable for any special incidental or consequential damages, including but not limited to, personal injury, property damage, loss of equipment, loss of profit or revenue and other additional expenses.

Design, Examination or Inspection: PGI does not practice engineering or architecture. Therefore, PGI cannot and does not warrant any review of construction or design plans. The owner is encouraged to retain their own inspectors, engineer, architect and/or other professionals to review any and all designs or modifications. Any recommendation or inspection, made by PGI or an authorized agent of PGI is for the sole benefit of PGI.

Project & Contractor Information
Project Contractor
Project Name Name
Project
Address
Address
Owner Contact
Owner’s Rep Telephone
& Fax No.

Poly-Granite International Inc. Representative
PGI
Area Rep
System
Description
Telephone
& Fax No.

Poly-Granite International Inc. 909 Mahar Ave Wilmington Ca 90744 310-834-7037 www.poly-granite.com

26.65 SAFETY DATA SHEET
PRODUCT NAME: POLYURETHANE POLYMER HMIS CODES: H F R P
PRODUCT CODE: E-375-08 Marine Polyurea Coating 0 1 0

SECTION I- MANUFACTURER IDENTIFICATION
MANUFACTURER’S NAME: Thunderbolt Wood Treating Inc.

ADDRESS: 3400 Patterson Rd. Riverbank, CA.95367
EMERGENCY PHONE: 209-869-4561 INFORMATION NO: 209-869-4561 DATE Prepared: February 22, 2010 NAME OF PREPARER: Alex Flores DATE REVIEWED: 2021

SECTION II- HAZARDOUS INGREDIENTS

OCCUPATIONAL EXPOSURE LIMITS VAPOR PRESSURE
HAZARDOUS CONTENTS CAS NO. OSHA PEL ACGIH TLV OTHER mm HG @ TEMP SL-08 IS A COMPLETELY POLYMERIZED PRODUCT. ALL THE ACTIVE INGREDIENTS HAVE BEEN COMPLETELY REACTED. THIS PRODUCT IS 100% SOLIDS AND DOES NOT CONTAIN ANY VOLATILE COMPONENT.
.
*NO REPORTABLE QUANTITIES OF HAZARDOUS INGREDIENTS ARE PRESENT. *NO TOXIC CHEMICALS SUBJECT TO THE REPORTING REQUIREMENTS OF SECTION 313 OF TITLE III AND OF 40 CFR 372 ARE PRESENT.

SECTION III-PHYSICAL/CHEMICAL CHARACTERISTICS
BOILING POINT: DECOMPOSES SPECIFIC GRAVITY (H2O=1):

VAPOR DENSITY: N/A EVAPORATION RATE;
SOLUBILITY IN WATER: INSOLUBLE
APPEARANCE AND ODOR: BEIGE TO AMBER COLORED FOAM WITH HARDLY ANY ODOR.

SECTION IV- FIRE AND EXPLOSION HAZARD DATA
FLASH POINT: METHOD USED:

FLAMMABLE LIMITS IN AIR BY VOLUME- LOWER: N/A UPPER: N/A EXTINGUISHING MEDIA: FOAM, CO2, DRY CHEMICAL, WATER FOG

26.66 SAFETY DATA SHEET PAGE 2 OF 4

SECTION IV- FIRE AND EXPLOSION HAZARD DATA (CONTINUED)
SPECIAL FIREFIGHTING PROCEDURES Use self-contained breathing apparatus and body covering protective clothing.

UNUSUAL FIRE AND EXPLOSION HAZARDS:
---NONE---

SECTION V- REACTIVITY DATA
STABILITY: STABLE
CONDITIONS TO AVOID: none
INCOMPATIBILITY (MATERIALS TO AVOID): ---NONE----
HAZARDOUS DECOMPOSITION OR BYPRODUCTS:

Burning can produce oxides of carbon and nitrogen. Acute overexposure to combustion products irritates respiratory tracts.

HAZARDOUS POLYMERIZATION: WILL NOT OCCUR.

SECTION VI- HEALTH HAZARD DATA
HEALTH RISKS AND SYMPTOMS OF EXPOSURE BY:

INHALATION: The material is a product of fully reacted polyurethane components. It does not contain any ingredient that is an inhalation risk.

SKIN AND EYE CONTACT: The material is a product of fully reacted polyurethane components. It does not contain any ingredient that is an inhalation risk.

SKIN ABSORPTION: The material is a product of fully reacted polyurethane components. It does not contain any ingredient that is a skin absorption risk.

INGESTION: Not expected to be toxic by ingestion.

HEALTH HAZARDS (ACUTE AND CHRONIC) : Not known.

CARCINOGENECITY: NTP?: NO IARC MONOGRAPHS?: NO OSHA REGULATED?: NO

26.67 SAFETY DATA SHEET PAGE 3 OF 4

SECTION VII- PRECAUTIONS FOR SAFE HANDLING AND USE
STEPS TO BE TAKEN IN CASE MATERIAL IS RELEASED OR SPILLED:

The product is a foam (not a liquid material).

WASTE DISPOSAL METHOD:

Incinerate in furnace where permitted under appropriate Federal, State and local regulations.

PRECAUTIONS TO BE TAKEN:

For industry only
OTHER PRECAUTIONS:

Warning: Ignition may occur at temperatures below those published in the literature as “autoignition” or “ignition” temperatures. Ignition temperatures decrease with increasing vapor volume and vapor/air contact time and are influenced by pressure change. Ignition may occur at typical elevated temperature process conditions, especially in processes operating in vacuum if subjected to sudden ingress of air.

SECTION VIII- CONTROL MEASURES
RESPIRATORY PROTECTION: N/A
VENTILLATION: N/A
PROTECTIVE GLOVES: N/A
EYE PROTECTION: N/A
OTHER PROTECTIVE CLOTHING OR EQUIPMENT: N/A

SECTION IX- REGULATORY INFORMATION
SARA 311/312 Chronic Health Hazard: NO
SARA 311/312 Acute Health Hazard : NO
SARA 311/312 Fire Hazard : NO
SARA 311/312 Reactivity Hazard : NO

26.68 SAFETY DATA SHEET PAGE 4 OF 4
TSCA (Toxic Substances Control Act Chemical Substance Inventory); All components of this product are listed in TSCA inventory.

CERCLA (Comprehensive Response, Compensation and Liability Act) Under CERCLA, certain releases to air, land or water may be reportable to the National Response Center at (800)-424-8802. Circumstances surrounding the release and cleanup determine reportability. This product is not subject to CERCLA reporting requirements.

SARA TITLE III (Superfund Amendments and Reauthorization Act); Under the provisions of Title III, Section 313 of 1986, this product contains chemicals which do not exceed the minimum reporting level established by the above regulation.

Proposition 65 (California Safe Drinking Water & Toxic Enforcement Act of 1986); Based on information currently available, this product does not contain chemicals showing limited evidence for carcinogenecity in people and/or sufficient evidence in animals.

DSL/IENECS: The components of this product are listed on the Canadian Domestic Substances List and the European Inventory of Existing Commercial Chemical Substances.

WHMIS: This SDS was prepared in accordance with Canadian Controlled Product Regulations. This product meets hazard class criterion D2B.

Section 302 Extremely Hazardous: NONE
NJ Environmental Hazardous Substance List: NONE

SECTION X- HAZARD RATINGS

NFPA HAZARD RATING HMIS HAZARD RATING
Health.........................: 0 Health. .............................. 0 Fire.............................. 1 Fire. .................................. 1 Reactivity....................: 0 Reactivity .......................... 0 Specific Hazard...........: None Protection. ......................... C

SECTION XI- TRANSPORT INFORMATION
UN NO..................................:

IMO Labels:...........................:

IATA Shipping Name.............: NOT REGULATED
Hazard Class..........................:

Packing Group........................:

SECTION XII- DISCLAIMER
DISCLAIMER:

The information in this SDS was obtained from sources which we believe are reliable. However, the information is provided without warranty, express or implied, regarding its correctness. We DO NOT assume responsibility and expressly disclaim liability for loss, damage or expense arising out of or in any way with this product’s handling, use, storage and disposal.

26.69 SAFETY DATA SHEET
Issue Date 27-May-2015 Revision Date 28-May-2015 Version 1 _____________________________________________________________________________________________

Page 1 ends

1. IDENTIFICATION
Product identifier
Product Name Chemonite® Treated Wood
Other means of identification
Product Code 20007
Recommended use of the chemical and restrictions on use Recommended Use Treated Wood.

Details of the supplier of the safety data sheet
Supplier Address
Customers and Licensees of:

Arch Wood Protection, Inc.
360 Interstate North Parkway, Suite 450
Atlanta, GA 30339
Manufacturer Address

THUNDERBOLT WOOD TREATING
3400 PATTERSON RD
RIVERBANK, CA. 95367
Emergency telephone number
Company Phone Number 209-869-4561
24 Hour Emergency Phone Number 800-654-6911
Emergency Telephone 209-869-4561

2. HAZARDS IDENTIFICATION
Classification
OSHA Regulatory Status
This chemical is considered hazardous by the 2012 OSHA Hazard Communication Standard (29 CFR 1910.1200) Skin corrosion/irritation Category 3
Serious eye damage/eye irritation Category 2B
Respiratory sensitization Category 1
Skin sensitization Category 1
Carcinogenicity Category 1A
Specific target organ toxicity (single exposure) Category 3 Label elements
Emergency Overview
Danger
Hazard statements
Causes eye irritation
May cause allergy or asthma symptoms or breathing difficulties if inhaled May cause cancer
May cause an allergic skin reaction
May cause respiratory irritation
Causes mild skin irritation

26.70 20007 - Chemonite® Treated Wood Revision Date 28-May-2015 _____________________________________________________________________________________________ _____________________________________________________________________________________________

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Physical state Solid Odor Slight Ammonia
Precautionary Statements - Prevention
Obtain special instructions before use
Do not handle until all safety precautions have been read and understood Use personal protective equipment as required
Wash face, hands and any exposed skin thoroughly after handling Avoid breathing dust/fume/gas/mist/vapors/spray
In case of inadequate ventilation wear respiratory protection Contaminated work clothing should not be allowed out of the workplace Wear protective gloves
Use only outdoors or in a well-ventilated area
Precautionary Statements - Response
IF exposed or concerned: Get medical advice/attention
IF IN EYES: Rinse cautiously with water for several minutes. Remove contact lenses, if present and easy to do. Continue rinsing If eye irritation persists: Get medical advice/attention IF ON SKIN: Wash with plenty of soap and water
If skin irritation or rash occurs: Get medical advice/attention Wash contaminated clothing before reuse
If experiencing respiratory symptoms: Call a POISON CENTER or doctor/physician IF INHALED: Remove victim to fresh air and keep at rest in a position comfortable for breathing Precautionary Statements - Disposal
Dispose of contents/ container to an approved landfill
Hazards not otherwise classified (HNOC)
Not applicable
Other Information
Causes mild skin irritation Very toxic to aquatic life
Unknown acute toxicity No information available

3. COMPOSITION/INFORMATION ON INGREDIENTS
Substance
This material is considered hazardous by the OSHA Hazard Communication Standard (29 CFR 1910.1200).

Chemical Name CAS No Weight-% Trade Secret
Wood and Wood Dust NOT ASSIGNED 90 - 100
Ammonium hydroxide 1336-21-6 0.3 - 3
Cupric Oxide 1317-38-0 0.3 - 3
Zinc oxide 1314-13-2 0.3 - 3
Arsenic Pentoxide 1303-28-2 0.3 - 3

4. FIRST AID MEASURES

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Description of first aid measures
General advice In case of accident or unwellness, seek medical advice immediately (show directions for use or safety data sheet if possible).

Eye contact Immediately flush with plenty of water. After initial flushing, remove any contact lenses and continue flushing for at least 15 minutes. Do not rub affected area.

Skin contact IF ON SKIN (or hair): Remove/Take off immediately all contaminated clothing. Rinse skin with water/shower.

Inhalation Remove to fresh air. Call a physician immediately. If not breathing, give artificial respiration.

Ingestion If swallowed, call a poison control center or physician immediately. If swallowed, do not induce vomiting: seek medical advice immediately and show this container or label.

Most important symptoms and effects, both acute and delayed Symptoms See Section 11: TOXICOLOGICAL INFORMATION.

Indication of any immediate medical attention and special treatment needed Note to physicians Treat symptomatically.

5. FIRE-FIGHTING MEASURES
Suitable extinguishing media
Use extinguishing measures that are appropriate to local circumstances and the surrounding environment. Carbon dioxide (CO2).

Water spray or fog.

Unsuitable extinguishing media Do not use a solid water stream as it may scatter and spread fire.

Specific hazards arising from the chemical
Thermal decomposition can lead to release of irritating and toxic gases and vapors. In the event of fire and/or explosion do not breathe fumes. May cause sensitization in susceptible persons.

Hazardous combustion products Carbon monoxide. Carbon dioxide (CO2). Toxic gas. Nitrogen oxides (NOx).

Explosion data
Sensitivity to Mechanical Impact Warning.

Sensitivity to Static Discharge Warning.

Protective equipment and precautions for firefighters
As in any fire, wear self-contained breathing apparatus pressure-demand, MSHA/NIOSH (approved or equivalent) and full protective gear.

6. ACCIDENTAL RELEASE MEASURES
Personal precautions, protective equipment and emergency procedures Personal precautions Ensure adequate ventilation, especially in confined areas.

For emergency responders Use personal protection recommended in Section 8.

Environmental precautions
Environmental precautions See Section 12: ECOLOGICAL INFORMATION.

Methods and material for containment and cleaning up

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Methods for containment Prevent further leakage or spillage if safe to do so.

Methods for cleaning up Dam up. Prevent product from entering drains. After cleaning, flush away traces with water.

Take up mechanically, placing in appropriate containers for disposal.

7. HANDLING AND STORAGE
Precautions for safe handling
Advice on safe handling Do not burn treated wood. Do not use pressure treated chips or sawdust as mulch. Use with local exhaust ventilation. May form combustible dust concentrations in air. Take precautionary measures against static discharges. Avoid contact with skin, eyes or clothing.

Wash contaminated clothing before reuse. Do not eat, drink or smoke when using this product. Do not breathe dust/fume/gas/mist/vapors/spray.

Conditions for safe storage, including any incompatibilities Storage Conditions Avoid generation of dust.

Incompatible materials None known based on information supplied.

8. EXPOSURE CONTROLS/PERSONAL PROTECTION
Control parameters
Chemical Name ACGIH TLV OSHA PEL NIOSH IDLH
Wood and Wood Dust

NOT ASSIGNED

1.0 mg/m3 Inhalable,

0.5 mg/m3 Inhalable Western Red
Cedar
15 mg/m3 Total Dust

5.0 mg/m3 Respirable Fraction
-
Cupric Oxide
1317-38-0
TWA: 1 mg/m3 Cu dust and mist - IDLH: 100 mg/m3 Cu dust and mist TWA: 0.1 mg/m3
Cu fume TWA: 1
mg/m3
Cu dust and mist
Zinc oxide
1314-13-2
STEL: 10 mg/m3 respirable fraction
TWA: 2 mg/m3
respirable fraction
TWA: 5 mg/m3 fume
TWA: 15 mg/m3 total dust
TWA: 5 mg/m3
respirable fraction
(vacated) TWA: 5 mg/m3 fume
(vacated) TWA: 10 mg/m3
total dust
(vacated) TWA: 5 mg/m3
respirable
fraction
(vacated) STEL: 10 mg/m3 fume
IDLH: 500 mg/m3
Ceiling: 15 mg/m3 dust
TWA: 5 mg/m3
dust and fume
STEL: 10 mg/m3 fume
Arsenic Pentoxide
1303-28-2
TWA: 0.01 mg/m3 As TWA: 10 μg/m3 As IDLH: 5 mg/m3 As
Ceiling: 0.002 mg/m3
As 15 min
NIOSH IDLH Immediately Dangerous to Life or Health
Other Information Vacated limits revoked by the Court of Appeals decision in AFL-CIO v. OSHA, 965 F.2d 962 (11th Cir., 1992).

Appropriate engineering controls
Engineering Controls Showers. Eyewash stations. Ventilation: Saw, cut or machine wood outdoors or in well ventilated areas. Due to the explosive potential of dust when suspended in air, precautions should be taken when sawing, sanding, or machining wood or wood products to prevent sparks or other ignition sources. If required, use wet methods and/or explosion suppression systems to reduce generation of dust. Local exhaust ventilation is recommended when sawing, sanding, or machining this product. General dilution ventilation is recommended in processing and storage areas.

Individual protection measures, such as personal protective equipment Eye/face protection Use safety glasses with side shields or chemical goggles when sawing or cutting treated or untreated wood.

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Skin and body protection Wear leather gloves. Wear long sleeve shirt, pants, and steel-toed shoes when handling treated or untreated wood.

Respiratory protection None normally required. When sawing or cutting treated or untreated wood, wear a NIOSH approved N95 or better dust mask.

General Hygiene Considerations Handle in accordance with good industrial hygiene and safety practice. Do not eat, drink or smoke when using this product. Take off all contaminated clothing and wash it before reuse.

Avoid contact with skin, eyes or clothing. Wash face, hands and any exposed skin thoroughly after handling.

9. PHYSICAL AND CHEMICAL PROPERTIES
Information on basic physical and chemical properties
Physical state Solid
Appearance No information available Odor Slight Ammonia Color dark brown dark green Odor threshold No information available Property Values Remarks • Method
pH No information available
Melting point / freezing point No information available Boiling point / boiling range No information available
Flash point
Evaporation rate No information available
Flammability (solid, gas) No information available
Flammability Limit in Air
Upper flammability limit: No information available
Lower flammability limit: No information available
Vapor pressure No information available
Vapor density No information available
Relative density No information available
Water solubility No information available
Solubility in other solvents No information available
Partition coefficient No information available
Autoignition temperature No information available
Decomposition temperature No information available
Kinematic viscosity No information available
Dynamic viscosity No information available
Explosive properties No information available
Oxidizing properties No information available
Other Information
Softening point No information available
Molecular weight No information available
VOC Content (%) No information available
Density No information available
Bulk density No information available

10. STABILITY AND REACTIVITY
Reactivity
No data available
Chemical stability
Stable under recommended storage conditions.

Possibility of Hazardous Reactions
None under normal processing.

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Conditions to avoid
Extremes of temperature and direct sunlight.

Incompatible materials
None known based on information supplied.

Hazardous Decomposition Products
None known based on information supplied.

11. TOXICOLOGICAL INFORMATION
Information on likely routes of exposure
Product Information
Inhalation WOOD and WOOD DUST :. May cause cancer. May cause sensitization by inhalation. May cause allergy or asthma symptoms or breathing difficulties if inhaled.

Eye contact WOOD and WOOD DUST :. Irritating to eyes.

Skin contact WOOD and WOOD DUST :. May cause irritation. May cause allergic skin reaction.

Ingestion WOOD and WOOD DUST :. Harmful if swallowed.

Chemical Name Oral LD50 Dermal LD50 Inhalation LC50
Ammonium hydroxide
1336-21-6
= 350 mg/kg ( Rat ) - -
Cupric Oxide
1317-38-0
>2,500 mg/kg LD50 (Rat) >3,500 mg/kg LD50 (Rat) -
Zinc oxide
1314-13-2
> 5000 mg/kg ( Rat ) >2000 mg/kg (Rat) >5.7 mg/L 4h (Rat) Arsenic Pentoxide
1303-28-2
= 8 mg/kg ( Rat ) - -
Information on toxicological effects
Symptoms No information available.

Delayed and immediate effects as well as chronic effects from short and long-term exposure Chemical Name ACGIH IARC NTP OSHA
Wood and Wood Dust

NOT ASSIGNED
X Group 1 X X
Arsenic Pentoxide
1303-28-2
A1 Group 1 Known X
IARC (International Agency for Research on Cancer)
Group 1 - Carcinogenic to Humans
OSHA (Occupational Safety and Health Administration of the US Department of Labor) X - Present
Numerical measures of toxicity - Product Information
ATEmix (oral)
ATEmix (dermal)
ATEmix (inhalation-gas)
ATEmix (inhalation-dust/mist)
ATEmix (inhalation-vapor)
Numerical measures of toxicity

12. ECOLOGICAL INFORMATION
Ecotoxicity

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Chemical Name Algae/aquatic plants Fish Crustacea
Cupric Oxide
1317-38-0

0.031 - 0.51 mg/L EC10 72h
Pseudokirchneriella subcapitata

0.1 mg/L LC50 96h Oncorhyncus
mykiss

0.0058 - 0.0073 mg/L EC50 48h
Daphnia magna
Zinc oxide
1314-13-2
- 3.31 mg/L LC50 96h (Danio rerio) 0.19 mg/L EC50 24h (Daphnia magna)
Persistence and degradability
No information available.

Bioaccumulation
No information available.

Other adverse effects No information available

13. DISPOSAL CONSIDERATIONS
Waste treatment methods
Disposal of wastes DO NOT BURN TREATED WOOD. Do not use pressure treated chips or sawdust as mulch.

Dispose of in accordance with local, state and federal regulations. This product is exempted as a hazardous waste under any sections of the RCRA regulations as long as the product is being utilized for its intended end use as stated in 40 CFR 261.4 (b) (9). State run hazardous waste programs may be more stringent. Dispose of in accordance with federal, state and local regulations.

Contaminated packaging No information available.

Chemical Name California Hazardous Waste Status
Ammonium hydroxide
1336-21-6
Toxic
Corrosive
Cupric Oxide
1317-38-0
Toxic
Zinc oxide
1314-13-2
Toxic

14. TRANSPORT INFORMATION
DOT Not regulated

15. REGULATORY INFORMATION
International Inventories
TSCA Complies
DSL/NDSL Complies
EINECS/ELINCS Complies
ENCS Complies
IECSC Complies

26.76 20007 - Chemonite® Treated Wood Revision Date 28-May-2015 _____________________________________________________________________________________________ _____________________________________________________________________________________________

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KECL Complies
PICCS Complies
AICS Complies
Legend: TSCA - United States Toxic Substances Control Act Section 8(b) Inventory DSL/NDSL - Canadian Domestic Substances List/Non-Domestic Substances List EINECS/ELINCS - European Inventory of Existing Chemical Substances/European List of Notified Chemical Substances ENCS - Japan Existing and New Chemical Substances
IECSC - China Inventory of Existing Chemical Substances KECL - Korean Existing and Evaluated Chemical Substances PICCS - Philippines Inventory of Chemicals and Chemical Substances AICS - Australian Inventory of Chemical Substances
US Federal Regulations
SARA 313
Section 313 of Title III of the Superfund Amendments and Reauthorization Act of 1986 (SARA). This product does not contain any chemicals which are subject to the reporting requirements of the Act and Title 40 of the Code of Federal Regulations, Part 372 Chemical Name SARA 313 - Threshold Values %
Arsenic Pentoxide - 1303-28-2 0.1
SARA 311/312 Hazard Categories
Acute health hazard Yes
Chronic Health Hazard Yes
Fire hazard No
Sudden release of pressure hazard No
Reactive Hazard No
CWA (Clean Water Act)
This product contains the following substances which are regulated pollutants pursuant to the Clean Water Act (40 CFR 122.21 and 40 CFR 122.42)
Chemical Name CWA - Reportable
Quantities
CWA - Toxic Pollutants CWA - Priority Pollutants CWA - Hazardous Substances
Ammonium hydroxide
1336-21-6
1000 lb - - X
Cupric Oxide
1317-38-0
- X - -
Zinc oxide
1314-13-2
- X - -
Arsenic Pentoxide
1303-28-2
1 lb X - X
CERCLA
This material, as supplied, contains one or more substances regulated as a hazardous substance under the Comprehensive Environmental Response Compensation and Liability Act (CERCLA) (40 CFR 302) Chemical Name Hazardous Substances RQs CERCLA/SARA RQ Reportable Quantity (RQ) Ammonium hydroxide
1336-21-6
1000 lb - RQ 1000 lb final RQ
RQ 454 kg final RQ
Arsenic Pentoxide
1303-28-2
1 lb 1 lb RQ 1 lb final RQ
RQ 0.454 kg final RQ
US State Regulations
California Proposition 65
This product contains the following Proposition 65 chemicals Chemical Name California Proposition 65
Wood and Wood Dust - NOT ASSIGNED Carcinogen

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Arsenic Pentoxide - 1303-28-2 Carcinogen
Developmental
U.S. State Right-to-Know Regulations
Chemical Name New Jersey Massachusetts Pennsylvania
Ammonium hydroxide
1336-21-6
X X X
Cupric Oxide
1317-38-0
X - X
Ammonium bicarbonate
1066-33-7
X X X
Zinc oxide
1314-13-2
X X X
Arsenic Pentoxide
1303-28-2
X X X
U.S. EPA Label Information
EPA Pesticide Registration Number Not applicable

16. OTHER INFORMATION, INCLUDING DATE OF PREPARATION OF THE LAST REVISION NFPA Health hazards 2 Flammability 1 Instability 0 Physical and Chemical Properties -
HMIS Health hazards 2 Flammability 1 Physical hazards 0 Personal protection X Issue Date 27-May-2015
Revision Date 28-May-2015
Revision Note
No information available
Disclaimer
The information provided in this Material Safety Data Sheet is correct to the best of our knowledge, information and belief at the date of its publication. The information given is designed only as a guidance for safe handling, use, processing, storage, transportation, disposal and release and is not to be considered a warranty or quality specification. The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text.

End of Safety Data Sheet

26.78 26.79

26.80 DICKMAN-HINES LUMBER COMPANY
P.O. Box 6137 Federal Way, WA 98063 SALES ORDER #
TEL: 253.838.6790 FAX: 253.838.3569 Date: 5/28/2024
www.dickman-hines.com Issued By: Blair Dickman

City of Santa Cruz Ship To:
809 Center Street
Santa Cruz, CA 95060

Attn:

Phone: Fax:

Reference/PO#:

Delivery Schedule
Freight Charges:

Sales Tax:

Terms:

Descriptions & Specifications Quantity Price

26.81 26.82
EXHIBIT D: INSURANCE REQUIREMENTS
A. CERTIFICATE REQUIREMENTS
The City will be issued a Certificate of Insurance (a Memorandum of Understanding will not be accepted) with the following minimum requirements:
• Certificate(s) will show current policy number(s) and effective dates, • Coverage and policy limits will meet, or exceed, requirements below, • The Certificate Holder will be City of Santa Cruz, Risk Management, 1200 Pacific Ave., Suite 290, Santa Cruz, CA 95060,
• Certificate will be signed by an authorized representative, • An endorsement, if required below, will be provided to show the City, its officers, officials, employees, and volunteers as additional insureds, and
• Coverages must be maintained during the term of the Agreement with the City, unless a longer duration is required.

B. MINIMUM SCOPE AND LIMITS OF INSURANCE
Vendor acknowledges that the insurance coverage and policy limits set forth in this section constitute the minimum amount of coverage required. If Vendor maintains broader insurance coverage and/or higher limits than the minimums shown below, the City of Santa Cruz requires and shall be entitled to the broader insurance coverage and/or higher limits maintained by Vendor. Any available insurance proceeds in excess of the specified minimum limits of insurance and coverage shall be available to the City of Santa Cruz.

Coverage will be at least as broad as:
• COMMERCIAL GENERAL LIABILITY (CGL): $2,000,000 PER OCCURRENCE; $2,000,000 AGGREGATE Proof of coverage for $1 Million per occurrence including products and completed operations, property damage, bodily injury, personal and advertising injury will be provided on Insurance Services Office (ISO) Form CG 00 01 covering CGL. If a general aggregate limit applies, either the general aggregate limit will apply separately to this project/location (ISO CG 25 03 or 25 04) or the general aggregate limit will be at least twice the required occurrence limit. • AUTOMOBILE LIABILITY:

Proof of coverage for $1,000,000 provided on ISO Form Number CA 00 01 covering any auto (Code 1), or if Vendor has no owned autos, hired, (Code 8) and non-owned autos (Code 9), per accident for bodily injury and property damage.
• WORKERS’ COMPENSATION AS REQUIRED BY THE STATE OF CALIFORNIA, WITH STATUTORY LIMITS, AND EMPLOYER’S LIABILITY INSURANCE: $1,000,000 per accident for bodily injury or disease.

The Worker’s Compensation policy must be endorsed with a waiver of subrogation in favor of the City for all work performed by the Vendor and its employees. (Not required if Vendor provides written verification it has no employees) - If Contractor has no employees, Contractor shall complete and sign a Workers’ Compensation Exemption Declaration and Release of Liability.

C. OTHER INSURANCE PROVISIONS
The insurance policies are to comply with the following provisions:
• ADDITIONAL INSURED STATUS
The City, its officers, officials, employees, and volunteers are to be covered as additional insureds on the CGL,CPL, and automobile insurance (if transporting hazardous materials] policies with respect to liability arising out of work or operations performed by or on behalf of Vendor including materials, parts, or

26.83 equipment furnished in connection with such work or operations. General liability coverage will be provided in the form of an endorsement to Vendor’s insurance at least as broad as ISO Form CG 20 10 11 85, or if not available, through the addition of both CG 20 10 CG 20 26, CG 20 33, or CG 20 38; and CG 20 37 (if a later edition is used).
• PRIMARY COVERAGE
For any claims related to this Agreement, Vendor’s insurance coverage will be primary insurance as respects the City, its officers, officials, employees, agents, and volunteers. Any insurance or selfinsurance maintained by the City, its officers, officials, employees, agents, or volunteers will be excess of Vendor’s insurance and will not contribute with it.
• NOTICE OF CANCELLATION
Each insurance policy required above shall state that the coverage shall not be canceled, except with notice to the City.
• WAIVER OF SUBROGATION
Vendor hereby grants to the City a waiver of any right to subrogation, except as otherwise not applicable, which any insurer of said Vendor may acquire against the City by virtue of the payment of any loss, including attorney’s fees under such insurance. Vendor agrees to obtain any endorsement that may be necessary to effectuate this waiver of subrogation, but this provision applies regardless of whether or not the City has received a waiver of subrogation endorsement from the insurer. • EXCESS LIABILITY/UMBRELLA INSURANCE POLICIES
The excess/liability policies will provide similar coverage as the primary CGL policy with no new exclusions - Excess liability insurance must follow form the terms, conditions, definitions, and exclusions of the underlying CGL insurance. The excess/umbrella policy must also be written on a primary and noncontributory basis for an additional insured, and that it will apply before any other insurance that is available to such additional insured which covers that person or organization as a named insured, and we will not share with that other insurance.

The policy regarding Limits of Insurance regarding Aggregates must provide that the aggregate limits if applicable shall apply in the same manner as the aggregate limits shown in the Schedule of the Underlying Insurance.
• SELF-INSURED RETENTIONS
Self-insured retentions must be declared to and approved by the City. City may require Vendor to purchase coverage with a lower retention or provide proof of ability to pay losses and related expenses.

The policy language shall provide, or be endorsed to provide, that the self-insured retention may be satisfied by either the named insured or City.
• ACCEPTABILITY OF INSURERS
Insurance is to be placed with insurers with a current A.M. Best’s rating of no less than A: VII, unless otherwise acceptable to the City.
• CLAIMS MADE POLICIES
If any of the required policies provide coverage on a claims-made basis:

1. The Retroactive Date must be shown and must be before the date of the contract or the beginning of contract work.

2. Insurance must be maintained, and evidence of insurance must be provided for at least five (5) years after completion of the contract of work.

3. If coverage is canceled or non-renewed, and not replaced with another claims-made policy form with a Retroactive Date prior to the contract effective date, the Vendor must purchase “extended reporting” coverage for a minimum of five (5) years after completion of contract work. • VERIFICATION OF COVERAGE

26.84 Vendor will furnish the City with original Certificates of Insurance including all required amendatory endorsements (or copies of the applicable policy language effecting coverage required by this clause) and a copy of the Declarations and Endorsement Page of the CGL, CPL, and automobile Policies listing all policy endorsements to be approved by the City before work commences. However, failure to obtain the required documents prior to the work beginning will not waive the Vendor’s obligation to provide them.

The City reserves the right to require complete, certified copies of all required insurance policies, including endorsements required by these specifications, at any time.

D. SUBCONTRACTORS
Vendor shall require and verify that all subcontractors maintain insurance meeting all the requirements stated herein, and Contractor shall ensure that City is an additional insured on insurance required from subcontractors.

E. SPECIAL RISKS/CIRCUMSTANCES
City reserves the right to modify these requirements, including limits, based on the nature of the risk, prior experience, insurer, coverage, or other special circumstances and provide notice to Vendor.

26.85 02 20 00-1
SECTION 02 20 00

DEMOLITION AND REMOVAL
PART 1 - GENERAL

1.01 GENERAL DESCRIPTION OF SITE
A. The existing Dolphin restaurant and patio is located on a pile-supported timber wharf structure. The restaurant was constructed with treated and untreated timber, as well as other materials. It is believed that there is a presence of leadbased paint and other hazardous materials. Removal of lead-based paint and other hazardous materials shall be performed in accordance with all applicable laws and regulations.

B. Various materials and contents are contained inside the restaurant. These include but are not limited to: furniture, furnishings, restaurant equipment and appliances, shelving, dishes, food and drink containers, and miscellaneous other materials related to typical restaurant operations.

C. Asbestos-containing materials (ACM) are present within the restaurant based on the typical materials used for construction at the time the wharf was constructed. Removal of ACM shall be performed in accordance with all applicable laws and regulations.

1.02 SCOPE OF WORK
A. The Contractor shall furnish all tools, equipment, materials, and supplies and shall perform all labor necessary to complete demolition, disconnection, permanent removal, and disposal legally offsite of all items specifically identified for demolition or removal on the Drawings and required by these Specifications.

This includes the following:

1. Preparation of Demolition Work Plan.

2. On-site survey and classification of hazardous materials to be demolished and identification of potential disposal sites for each class of hazardous material.

3. Complete demolition and removal of the building structure and contents of the restaurant.

4. Compliance with applicable permits.

5. Protection of existing features and facilities to remain.

6. Stormwater Control BMPs.

7. Spill Prevention Plan and measures.

8. Final Cleanup.

26.86 02 20 00-2

1.03 DOCUMENTS AND PUBLICATIONS
A. The publications listed below form a part of these Technical Specifications to the extent referenced. The publications are referred to in the text by the basic designation only. Where these Technical Specifications exceed the requirements of the publications listed below, the requirements of these Technical Specifications shall govern.

1. Monterey Bay Air Resources District (MBARD)
a. Notification of Demolition and Renovation Form

2. American National Standards Institute (ANSI).
a. ANSI A10.6: 1990 Safety Requirements for Demolition Operations

3. California Code of Regulations (CCR).
a. TITLE 17 CCR: Division 3, Chapter 1. Air Resources Board

4. State of California Department of Transportation (CALTRANS). a. Standard Specifications (2018)
B. Regulations. Comply with all OSHA, CAL-OSHA, and other applicable federal, state, and local regulations, including air pollution, environmental, health, safety, hauling, and disposal regulations. In the event of conflict between these requirements, the most stringent provisions shall govern.

C. All Work shall conform to applicable Building Codes and codes and regulations of all applicable local, county, state and federal agencies, including the City of Santa Cruz and all other public agencies having jurisdiction upon the Work.

1.04 SUBMITTALS
A. The contractor shall provide submittals for the following:

1. Demolition Work Plan: Submit proposed Demolition Work Plan to the City a minimum of 4 weeks prior to start of demolition operations. No demolition work shall start until the Demolition Work Plan is approved by the City. Include, at a minimum the following:
a. Equipment, personnel, and materials to be employed, including total empty and loaded gross weight of equipment and vehicles to be used on the wharf.
b. Means and methods to be used for demolition work and protection of features and facilities to remain.
c. Debris containment system to be used to prevent debris from entering the water.
d. Public Safety and Traffic Control measures to ensure public access and safety in the vicinity of demolition and hauling operations.
e. Schedule of Work conforming to the requirements of regulatory permits.

26.87 02 20 00-3
f. Hazardous materials survey and testing methods, schedule, and list of subcontractors and/or testing laboratories to be used to classify hazardous materials.
g. Disposal landfill sites to be used for each type of material classification.
h. Dust and noise abatement measures to be used.
i. Stormwater Control: Utilize Stormwater BMPs per City of Santa Cruz guidelines; see
http://www.cityofsantacruz.com/home/showdocument?id=36560 j. Spill Prevention Plan including spill prevention, detection, monitoring, and cleanup procedures.
k. Wharf Deck Condition Reports: Prior to start of demolition operations, the Contractor shall survey the existing top-side and under-side of the wharf deck to determine the existing condition and to document existing damaged portions of the wharf deck.

The contractor shall furnish Pre-Construction and PostConstruction condition reports (including photos) to the City to verify and document that damage to the wharf deck was not caused by Contractor’s operations. The Contractor shall be responsible for repairing any wharf deck damage that resulted from the Contractor’s demolition work.
l. Daily Reports. Prepare and maintain a Weekly Report of demolition and debris removal indicating extents, locations and operations. Furnish a copy of the Report to the City at the conclusion of each week’s work. At a minimum, the Weekly Report shall include date, period covered by the report, equipment used, description of activity as identified by pier grid lines, types and quantities of demolition materials removed each day and todate, and other comments relative to the operations. m. Prepare and submit MBARD Notification of Demolition and Renovation Form (see Appendix B at end of this Section) on a weekly basis, in accordance with work performed.

1.05 GENERAL REQUIREMENTS
A. Do not begin demolition and removal work until authorized by the City.

B. Dispose of rubbish and debris generated by Contractor operations outside The Santa Cruz Wharf on a daily basis; do not allow accumulation of demolished material.

1.06 REGULATORY AND SAFETY REQUIREMENTS
A. Comply with federal, state and local hauling and disposal regulations, including ANSI A10.6.

B. Vehicle Use on The Santa Cruz Wharf:

26.88 02 20 00-4

1. All vehicles and equipment shall be limited to the existing access road, the Contractor Staging Area, and the Contractor Work Area. No access to the East Parking Lot is allowed.

2. Maximum loaded vehicle weight shall be 28,000 lbs.

3. Maximum axle load shall be 22,500 lbs.

4. Loaded vehicles shall not remain overnight on The Santa Cruz Wharf.

1.07 DUST AND DEBRIS CONTROL
A. Minimize the spread of dust and debris and avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions, or results in discharge to Monterey Bay. Discharges to Monterey Bay are not permitted.

B. Debris Containment. The Contractor shall design and install a temporary containment system to prevent demolished materials from entering the water.

Materials that fall into the bay shall be retrieved at Contractor’s expense.

1.08 PROTECTION
A. Public Safety and Traffic Control: Install temporary pavement markings to delineate the temporary access route (detour) for pedestrians as shown on the Drawings. Use flaggers, signs, and/or other measures to provide for pedestrian and driver safety in the area of demolition and removal work as described in the approved Demolition Work Plan. Notify the City a minimum of 2 days prior to start of this work.

B. Conduct operations to prevent damage to adjacent buildings, structures, improvements, and other facilities.

C. Protect utility services including potable water system, site electrical service and exterior lighting. Where removal of existing utilities is specified or indicated, provide temporary services or connections for utilities as required by the City.

1.09 BURNING AND BLASTING
A. Burning and blasting will not be permitted.

1.10 EXISTING CONDITIONS
A. Prior to commencement, the Contractor shall become thoroughly familiar with the site, and of all existing utilities and their connections, and note all conditions which may influence the Work.

B. By submitting a bid, the Contractor affirms that he/she has carefully examined the site, reference drawings and all conditions affecting the Work.

1.11 CONTRACTOR STAGING AND WORK AREAS
A. The Contractor Staging and Work Areas are shown on the Drawings.

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B. Security: The Contractor shall provide a minimum 6-ft high chain link fence along the perimeter of the Contractor Staging and Work Area. Security of the Contractor Staging and Work Area shall be the responsibility of the Contractor.

PART 2 - PRODUCTS

2.01 GENERAL
A. All products, materials and equipment used in demolition and removal, including hauling, disposing, salvaging and protecting existing improvements in place shall conform to all applicable federal, state and local regulations in accordance with the provisions in this Section.

2.02 UTILITIES
A. Provide caps and/or seals as required for abandonment of utilities per utility provider requirements.

PART 3 - EXECUTION

3.01 EXISTING FACILITIES TO BE REMOVED
A. Complete demolition of the Dolphin Restaurant Structure and the Patio. The demolition work includes complete removal of the building structure, as indicated on the Drawings.

B. Prevent demolished materials and debris from falling into the Monterey Bay.

3.02 EXISTING FACILITIES TO BE PROTECTED
A. Wharf Deck:

1. Protect the existing wharf deck from damage.

B. Repair of Damage by Contractor:

1. Wharf deck damage caused by demolition and/or removal operations shall be promptly repaired and patched with materials of similar composition, equal to or better in quality and to match the same dimensions of the surrounding materials.

2. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture, finish, and color unless indicated otherwise in the Drawings.

3. Repair of damage shall be done at no cost to the City.

3.03 PREPARATION
A. Prior to start of demolition work, verify the following:

1. Access and utility disconnection procedure.

26.90 02 20 00-6

2. Utilities outside the demolition limits to remain are not disturbed or damaged.

3. Existing conditions are as generally presented in the Contract documents.

4. Work site has been vacated and readied for the Work.

5. Planned sequence of Work is appropriate for actual field conditions.

3.04 PUBLIC ACCESS AND SAFETY
A. Lay out and stage work at the project site in order to maintain public access to the wharf at all times. Provide flaggers, signage, and other safety measures when debris and equipment are being transported as described in the approved Work Plan.

3.05 STORMWATER CONTROL
A. Install stormwater BMPs such as silt fences or equivalent devices at the perimeter of the staging area to prevent runoff or sediment from entering Monterey Bay.

B. Install Stormwater BMPs per City of Santa Cruz guidelines; for additional information see http://www.cityofsantacruz.com/home/showdocument?id=36560.

3.06 DEBRIS CONTAINMENT
A. The debris containment system shall be in place prior to start of demolition work in the active work area and shall remain until completion of demolition work in the active work area.

3.07 ENVIRONMENTAL PROTECTION
A. No demolished materials, demolition equipment, or tools shall enter the water.

Any demolished materials, demolition equipment or tools that enter the water shall be promptly removed at Contractor’s expense.

3.08 DEMOLITION
A. Demolish and dispose of the entire Dolphin building and Patio including abovedeck utilities as shown on the Drawings and in accordance with the approved Demolition Work Plan.

B. Demolition shall be done in a systematic manner in accordance with the approved Demolition Work Plan.

C. Notify the City of existing conditions which are not noted or shown on the Drawings or described herein. Protect such facilities until further direction is received from the City.

D. Additional work required due to unforeseen conditions shall be performed as directed by the City through a written change order executed by City and Contractor and will be paid for as extra work in accordance with the General Conditions.

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3.09 HAZARDOUS MATERIAL
A. Demolish or remove hazardous materials in accordance with the approved Demolition Work Plan.

B. Transport hazardous material to the appropriate landside facility for disposal as described in the approved Demolition Work Plan.

C. Verify that hazardous materials have been cleared in accordance with the approved Demolition Work Plan.

D. Stop demolition work immediately and notify the City when unforeseen suspected hazardous material is encountered during course of work.

3.10 DISPOSITION OF MATERIAL
A. Title to Materials. Except where specified herein or in other sections, all materials, debris, and equipment demolished or removed shall become the property of the Contractor and shall be removed from The Santa Cruz Wharf.

Title to materials resulting from demolition is vested to the Contractor upon approval by the City of Santa Cruz. The City will not be responsible for the condition, loss of, or damage to such property after notice to proceed.

B. Salvage:

1. Demolished materials may be salvaged at Contractor’s option in accordance with permit requirements and as approved by the City.

2. Salvaged material shall not be viewed by prospective purchasers or sold on the project site.

C. Disposal:

1. Demolished materials and debris shall be disposed-of outside The Santa Cruz Wharf in compliance with all federal, state and local regulations.

2. All debris shall be promptly removed and disposed of offsite legally by the Contractor in accordance with the approved Demolition Work Plan.

3. Each class of hazardous materials shall be disposed of in accordance with the approved Demolition Work Plan.

3.11 FINAL CLEAN-UP
A. Remove all equipment, materials, debris, and rubbish from the property.

B. Clean up spillage and debris at the site and on haul routes and public roads.

C. Promptly repair any items damaged during the progress of this Work, including any damage to pavement, sidewalks, haul routes, public roads, or adjacent ground caused by transporting materials or equipment.

END OF SECTION

26.92 06 13 33-1
SECTION 06 13 33

PIER TIMBERWORK
PART 1 - GENERAL

1.01 SUMMARY
This Section consists of furnishing transportation, labor, materials, and equipment to install timber members including decking, stringers, pile caps, and other items as shown and specified herein.

1.02 RELATED SECTIONS
A. Section 31 62 19, Marine Timber Piles

1.03 REFERENCES
The publications listed below form a part of this specification to the extent referenced.

The publications are referred to within the text by the basic designation only.

A. American Wood Protection Association (AWPA)

1. AWPA A3, Standard Method for Determining Penetration of Preservatives and Fire Retardants

2. AWPA M4, Standard for the Care of Preservative-Treated Wood Products

3. AWPA M6, Brands Used on Preservative Treated Materials

4. AWPA P5, Standard for Waterborne Preservatives

5. AWPA P34, Standard for Copper Naphthenate, Waterborne (CUN-W)

6. AWPA T1, Use Category System: Processing and Treatment Standard

7. AWPA U1, Use Category System: User Specification for Treated Wood B. ASTM International (ASTM)

1. ASTM A123/A123M, Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

2. ASTM A153/A153M, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

3. ASTM A307, Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60,000 PSI Tensile Strength

4. ASTM A1023/A1023M, Standard Specification for Stranded Carbon Steel Wire Ropes for General Purposes

5. ATSM D5643/D5643M, Standard Specification for Coal Tar Roof Cement, Asbestos Free
C. Western Wood Preservers Institute (WWPI)

26.93 06 13 33-2

1. WWPI Mgt Practices, Best Management Practices for the Use of Treated Wood in Aquatic and Wetland Environments

1.04 SUBMITTALS
Submit the following.

A. Timber

1. Shop Drawings
a. Submit drawings of treated timber showing dimensions of cut, framed, or bored timbers.

2. Test Reports
a. Provide the inspection report of an approved independent inspection agency, that offered products comply with applicable AWPA standards.
b. Delivery Inspection List

3. Certificates
a. Safety Data Sheet (SDS) and Consumer Information Sheets (CIS) b. Best Management Practices (BMPs)

1.05 QUALITY CONTROL
A. Timber

1. Preservative Treatment
a. Provide the inspection report of an approved independent inspection agency, certifying that the offered products comply with applicable AWPA standards. Identify treatment on each piece by the quality mark of an agency accredited by the Board if Review of the American Lumber Standard Committee. Inspect all
preservative-treated wood visually to ensure there are no excessive residual materials or preservative deposits. Materials shall be clean and dry or it will be rejected due to environmental concerns.

2. SDS and CIS
a. Provide SDS and CIS associated with the timber pile preservative treatment. Comply with all safety precautions indicated on SDS and CIS.

3. Delivery Inspection List
a. Field inspect and submit a verification list of each treated timber member and each strapped bundle of treated lumber indicating the wording and lettering of the quality control markings, the species, and the condition of the wood. Do not incorporate materials damaged in transport from plant to site. Inspect all preservative-treated wood, visually to ensure there are no

26.94 06 13 33-3
excessive residual materials or preservative deposits. Material shall be clean and dry or it will be rejected due to environmental concerns.

4. Dimensions
a. The actual dimensions of all timbers of the same nomial size shall vary no more than + - 1/8 Inch.

5. Best Management Practices (BMPs)
a. The producer of the treated wood products shall provide certification that WWPI Mgt Practices for the use of Treated Wood in Aquatic and Wetland Environments were utilized including a written description and appropriate documentation of the BMPs utilized.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Timber

1. Handle and store piles in accordance with AWPA M4. Follow precautions identified in SDS and CIS provide by the supplier of treated wood products.

2. Close-stack treated timber and lumber material in a manner that will prevent long timbers or pre-framed material from sagging or becoming crooked. Keep ground under and within 5 feet of such piles free of weeds, rubbish, and combustible materials. Protect materials from weather.

Handle treated timber with ropes or chain slings without dropping, breaking outer fibers, bruising, or penetrating surface with tools. Do not use cant dogs, peaveys, hooks, or pike poles. Protect timber and hardware from damage.

PART 2 - PRODUCTS

2.01 MATERIALS
A. Lumber and Timbers

1. Provide solid sawn lumber and timbers of visually graded Douglas FirLarch No. 1 or better and identified by the grade mark of a recognized association or independent inspection agency using the specific grading requirements of an association recognized as covering the species used.

The association or independent inspection agency shall be certified by the Board of Review, American Lumber Standards Committee, to grade the species used.

2. Deck planks are required to be kiln-dried after treatment (KDAT) and marked accordingly prior to delivery. Moisture content of wood shall be less than 19% after being kiln-dried.

B. Preservative Treatment

26.95 06 13 33-4

1. Fabricate lumber and timbers before preservative treatment. Each piece of treated lumber or timber shall be branded, by the producer, in accordance with AWPA M6. The type of preservative, retention, and penetration shall be based on Use Category and the species in accordance with AWPA U1 and AWPA T1.

2. For wood in contact with salt water or saltwater splash, lumber and timber preservative treatment shall be water-borne preservative in accordance with AWPA P5 for Ammoniacal Copper Zinc Arsenate (ACZA) with a minimum 0.6 pcf retention.

C. Field Treatment

1. Piles shall be field treated in accordance with AWPA M4. All cuts, holes, and injuries such as holes from removal of spikes or nails which may penetrate the treated zone shall be field treated with copper naphthenate conforming to AWPA P34 and coal-tar roofing cement conforming to ASTM D5643/D5643M.

D. Hardware

1. Hot-Dip Galvanized Fasteners
a. Pile hardware consisting of bolts with necessary nuts and washers, timber connectors, drift pins, dowels, nails, screws, spikes, and other fastening. Bolts and nuts shall conform to ASTM A307. Provide cast-iron ogee, malleable iron washers under nut and bolts unless indicated otherwise. Provide plate or cut washers where indicated. Provide timber connectors and other metal fastenings of type and size indicated. Hot-dip galvanize all hardware specified or indicated in accordance with ASTM A123/A123M or ASTM A153/A153M, as applicable.

2. Stainless Steel
a. Screws for attaching rails to posts shall be Stainless Steel Grade 316, torx-drive, of the size and length shown on. An acceptable product is Simpson Strong-Drive DWP Wood SS Screw, SS316, Model T14400WP or approved equal.
b. Deck screws shall be 8” Strong-Drive SDWS Timber 316 Stainless Steel Screws.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Timber

1. Cut, bevel, and face timbers prior to plant preservative treatment. In addition to the contract clause entitles “Accident Prevention” provide protective equipment for personnel fabricating, field treating, or handling materials treated with creosote or water-borne salts. Refer to SDS and CIS.

26.96 06 13 33-5
B. Framing

1. Cut and frame lumber and timber so that joints will fit over contact surface. Secure timbers and piles in alignment. Open joints are unacceptable. Shimming is not allowed. Drilled holes for drift pins and dowels with a bit 1/16 inch less in diameter than the pin or dowel. Drill holes for rods or bolts with a but 1/16 inch larger in diameter than rod or bolt. Drill holes for lag screws in two parts. Make lead hole for shank the same diameter as shank. Make lead hole for the threaded rod portion approximately two-thirds of the shank diameter. Drill holes in small timbers for boat or wire spike with a bit of the same diameter or smallest dimension of the spike to prevent splitting. Counterbore for countersinking wherever smooth faces occur.

2. The arrangement of the wharf structure shown is nominal. Santa Cruz Wharf was constructed in 1914 and has undergone extensive repairs and rearrangements to fit local structure conditions. Expect that these arrangements will vary and allow work effort for adapting the members and connections accordingly.

C. Framed Bents

1. Stringers. Place crown up and, if possible, the better edge of deck stringers down. Tops of stringer shall not vary from plane more than will permit bearing on the floor on stringers. Butt-joint and splice outside stringers but lap interior stringers to take bearing over full width of cap or floor beam at each end. Break joints if stringers cover two spans. Toenail or drift bolt stringers as indicated. Drift pin holes shall be pre-drilled and lubricated. Stringer may be of sufficient length to cover two spans.

Between stringers, provide solid-bridging as indicated.

2. Decking. Make decking of a single thickness of plank supported by stringers. Unless otherwise indicated, lay plank with heart side down and with tight joints. Fasten plank to each joist. Provide screws at least 8 inches in length or greater. Place screws at least 2-1/2 inches from edges of the plank. Cut ends of planks parallel to center line of pier.

3. Fastenings. Vertical bolts shall have nuts on the lower end. Where bolts are used to fasten members together when they are installed, retighten immediately prior to final acceptance of contract. Provide bolts having sufficient additional threading to provide at least 3/8 inch per foot thickness of timber for future retightening. Provide timber connectors of types indicated. Install split-ring and shear-plate connectors in pre-cut grooves of the dimensions as recommended by the manufacturer. Force toothed-ring and spike-grid connectors and clamping plates into the contact surfaces of timbers joined by means of proper pressure tools; at joints, embed connectors of these types simultaneously and uniformly.

3.02 FIELD TREATMENT
A. Field treat all cuts, holes, bevels, notches, refacing, abrasions, and injuries such as abrasions or holes from removal of spikes or nails made in the field in treated piles or timbers in accordance with AWPA M4, SDS and CIS. Trim cuts and

26.97 06 13 33-6
abrasions before field treatment. Depressions or openings around bolt holes, joints, or gaps including recesses formed by counterboring shall be field treated with copper naphthenate conforming to AWPA P34; and after bolt or screw is in place, fill with coal-tar roofing cement conforming to ASTM D5643/D5643M.

B. Galvanized Surface

1. Repair and recoat zinc coating which has been field or shop cut, burned by welding, abraded, or otherwise damaged to such an extent as to expose the base metal. Thoroughly clean the damaged area by wire brushing and remove traces of welding flux and loose or cracked zinc coating prior to painting. Paint cleaned area with two coats of zinc oxidezinc dust paint conforming to MIL-P-21035. Compound paint with a suitable vehicle in a ratio of one part zinc oxide to four parts zinc dust by weight.

END OF SECTION

26.98 31 62 19-1
SECTION 31 62 19

MARINE TIMBER PILES
PART 1 - GENERAL

1.01 SUMMARY
This Section consists of furnishing transportation, labor, materials, and equipment to furnish, coat, and install new marine timber piles and other items as shown and specified herein. Marine timber piles include those piles which are used in replacement of the existing piles.

1.02 RELATED SECTIONS
A. Section 06 13 33, Pier Timberwork

1.03 REFERENCES
The publications listed below form a part of this specification to the extent referenced.

The publications are referred to within the text by the basic designation only.

A. American Wood Protection Association (AWPA)

1. AWPA A3, Standard Method for Determining Penetration of Preservatives and Fire Retardants

2. AWPA M2, Standard for the Inspection of Preservative Treated Wood Products for Industrial Use

3. AWPA M4, Standard for the Care of Preservative-Treated Wood Products

4. AWPA M6, Brands Used on Preservative Treated Materials

5. AWPA P5, Standard for Waterborne Preservatives

6. AWPA P34, Standard for Copper Naphthenate, Waterborne (CUN-W)

7. AWPA T1, Use Category System: Processing and Treatment Standard

8. AWPA U1, Use Category System: User Specification for Treated Wood B. ASTM International (ASTM)

1. ASTM A123/A123M, Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products

2. ASTM A153/A153M, Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware

3. ASTM A307, Standard Specification for Carbon Steel Bolts, Studs, and Threaded Rod 60,000 PSI Tensile Strength

4. ASTM A1011/A1011M, Standard Specification for Steel Sheet and Strip, Hot-Rolled, Carbon, Structural, High-Strength Low-Alloy, High-Strength Low-Alloy with Improved Formability, and Ultra-High Strength

26.99 31 62 19-2

5. ASTM A1023/A1023M, Standard Specification for Stranded Carbon Steel Wire Ropes for General Purposes

6. ASTM D25, Standard Specification for Round Timber Piles

7. ASTM D624, Standard Test Method for Tear Strength of Conventional Vulcanized Rubber and Thermoplastic Elastomers

8. ASTM D638, Standard Test Method for Tensile Properties of Plastics

9. ASTM D1143/D1143M, Piles Under Static Axial Compressive Load

10. ASTM D2240, Standard Test Method for Rubber Property – Durometer Hardness

11. ASTM D4541, Standard Test Method for Pull-Off Strength of Coatings Using Portable Adhesion Testers

12. ATSM D5643/D5643M, Standard Specification for Coal Tar Roof Cement, Asbestos Free
C. Western Wood Preservers Institute (WWPI)

1. WWPI Mgt Practices, Best Management Practices for the Use of Treated Wood in Aquatic and Wetland Environments

1.04 SUBMITTALS
Submit the following.

A. Product Data

1. Pile Driving Equipment
a. Submit complete descriptions of pile driving equipment, including hammers, leads, driving helmets, cushion blocks, driving blocks, collars, extractors, and other appurtenances for approval prior to commencement of work.

2. Jetting Equipment and Method

3. Predrilling Equipment
a. Provide the predrilling method and size.

4. Pile Driving Plan
a. Submit the planned steps and processes for installing all piles of the structure. Include sequencing activities, storage of piles, and methodology.

B. Design Data

1. Structure Shoring Plan
a. Provide structure shoring plan, including timber crane mats. with calculations for pier areas in vicinity of bearing piles to be removed and replaced, or for pier rebuilding. Where shoring is assumed to be unnecessary, submit calculations that support that

26.100
31 62 19-3
assumption. Shoring design shall be stamped by a State of California registered engineer.

C. Test Reports

1. Preservative Treatment
a. Provide the City’s Representative with the inspection report of an independent inspection agency, approved by the City’s
Representative, that offered products comply with applicable AWPA standards.

2. Delivery Inspection List
D. Certificates

1. Safety Data Sheet (SDS) and Consumer Information Sheets (CIS)

2. Best Management Practices (BMPs)
E. Closeout Submittals

1. Pile Driving Records
a. Submit pile driving records within 15 calendar days after completion of driving.

1.05 DELIVERY, STORAGE, AND HANDLING
A. Handle and store piles in accordance with AWPA M4. Follow precautions identified in SDS or CIS provided by the supplier of treated wood products.

Special care shall be taken in supporting piles to prevent the induction of excessive bending stresses in the piles. Piles shall be carefully handled without dropping, breaking of outer fibers, and penetrating the surface with tools.

Peaveys, cant hooks, pikes, and other pointed tools shall not be used in handling treated piles.

PART 2 - PRODUCTS

2.01 MATERIALS
A. Piles

1. Provide Douglas fir treated piles in accordance with AWPA U1 Commodity Specification G and conforming to ASTM D25 and other requirements as specified. Piles shall be in one piece for the lengths required to obtain the minimum tip elevation. Splices will not be permitted.

Each treated pile shall be branded by the producer, in accordance with AWPA M6. Pile circumferences shall be as follows:
a. Bearing Piles: Minimum butt diameter measured at 3 feet from the butt end shall be 14 inches.

2. Treat piles based on Use Category and species in accordance with AWPA U1 and AWPA T1 to the retention and penetration for marine piling

26.101
31 62 19-4
and produce in accordance with WWPI Mgt Practices. Piles preservative treatment shall be waterborne preservative for marine piles in accordance with AWPA P5 for Ammoniacal Copper Zinc Arsenate (ACZA) with a minimum 2.50 pcf retention.

B. Pile Coating

1. Pile coating shall be a high performance plural component polyurea elastomer, specifically formulated for coating wood. Coating shall be resistant to saltwater, UV exposure and marine borer infestations.

Coating shall form a tough, abrasion resistant membrane of 150 mil minimum thickness that provides a continuous, water-proof seal from the mudline to above high tide, or as indicated on the drawings. Minimum physical properties after 48 hours shall be:
a. Total Solid Content: 100%
b. Color: Dark Green & Brown
c. Elongation @ 25 deg C: 350%, ASTM D638
d. Tensile Strength: 2600 psi, ASTM D638
e. Tear Resistance: 450 lbs/in, ASTM D624
f. Pull off W/106: 300 psi, ASTM D4541
g. Hardness Shore D: 45, ASTM D2240
h. Hardness Shore A: 84, ASTM D2240

2. Pile coating shall be compatible with pressure treatment method used.

Coating shall be applied after pressure treatment process is complete by a facility having prior experience with coating wood with a polymer product.

3. Coating shall be factory applied and cured so that no part of the coating will dissolve, leach, or separate from the pile upon installation. Coating shall be chemically inert, once cured, and compliant with environmental regulatory requirements during installation and once installed.

4. Pile coating shall have no markings, such as manufacturer’s name or symbol.

5. Pile coating system shall be able to have field cuts patched with a field applied system. Coating and patching system shall be by a single manufacturer.

C. Field Treatment

D. Pile Shoes

26.102
31 62 19-5

1. Pile Shoes shall be a steel boot or welded-plate point shoe especially fabricated for pile driving and in accordance with ASTM A1011/A1011M.

The product shall be fabricated by a manufacturer regularly engaged in the manufacture of pile fittings. Welding procedures shall be in accordance with a nationally recognized welding code. Provide size to fit pile tip. Fabricate boot type of 3/16 inch carbon steel fully welded, with at least three straps, each with three 3/16 inch nail holes. Fabricate weldedplate point type of four 3/16 inch or 1/4 inch steel plates, fully welded and sized to adequately cover full pointed area of pile; provide each plate with one 3/16 inch or one 1/4 inch nail hole. The length of the joints formed by the intersection of the sides shall not be less than one half of the height of the shoe. Shoes shall be cleaned and painted with at least one coat of paint. The color and paint shall be the manufacturer's standard. Provide on the point of each pile.

E. Hardware

1. Pile hardware consists of bolts with necessary nuts and washers, timber connectors, drift pins, dowels, nails, screws, spikes, and other fastenings.

Provide bolts with cast-iron ogee, malleable iron washers, under nut and head. Bolts and nuts shall conform to ASTM A307. Provide plate or cut washers where indicated. Provide timber connectors and other metal fastenings of type and size indicated. Hot-dip galvanize all hardware in accordance with ASTM A123/A123M or ASTM A153/A153M, as
applicable.

PART 3 - EXECUTION

3.01 INSTALLATION
A. Pile driving equipment shall meet the following requirements.

1. Pile driving hammers shall be steam, air or diesel, single-action, doubleacting, differential-acting, or vibratory type. The size or capacity of hammers shall be as recommended by the manufacturer for the pile weights and soil formation to be penetrated. The pile hammer shall be of sufficient weight and energy to install the specified pile without damage into the soils expected to be encountered. Diesel powered hammers shall be operated at the rate recommended by the manufacturer throughout the entire driving period. Sufficient pressure shall be maintained at the hammer so that:
a. For double-acting hammers, the number of blows per minute during and at the completion of driving of a pile is equal approximately to that at which the hammer is rated;
b. For single-acting hammers, there is a full upward stroke of the ram, and,
c. For differential-type hammers, there is a slight rise of the hammer base during each upward stroke.

26.103
31 62 19-6

2. The use of swinging or hanging leads will not be permitted without written approval from the City’s Representative. Leads shall meet the following requirements:
a. Fixed at the top and adjustable at the bottom.
b. Guide the hammer from the highest point to the lowest point of travel. Leads shall maintain the hammer on a line of action concentric with and parallel to the longitudinal axis of the pile driving.

3. Driving cap or helmet shall be an approved design and shall be capable of protecting pile heads, minimizing energy absorption, and transmitting hammer energy uniformly and consistently to piles. Place driving helmet or cap and cushion block combination between top of pile and the ram.

Driving cap shall fit snugly on the top of piles and shall employ a cushion block to prevent impact damage to piles. The cushion block may be a solid or laminated softwood block with the grain parallel to the pile axis and enclosed in a close-fitting steel housing. The thickness of the block shall be suitable for the length of pile to be driven and the character of subsurface material to be encountered. Generally, thicker blocks are required for longer piles and softer subsurface material. If the block is damaged, split, highly compressed, charred or burned, or has become spongy or deteriorated, replace with new block. Under no circumstances will the use of small wood blocks, wood chips, rope, or other material permitting excessive loss of hammer energy be permitted.

4. Collars or bands for protecting pile butts against splitting, brooming, and other damage while being driven shall be of an approved design.

B. Pile Installation

1. Inspect piles when delivered and when in the leads immediately before driving. Cut piles at cutoff grade with pneumatic tools by sawing or other approved method.

C. Driving Piles

1. When driving long piles of high slenderness ratio, special precautions shall be taken to ensure against overstressing and leading away from a plumb or true position.

2. During driving, pile driving hammers shall be operated at all times at the rate and conditions recommended by the hammer manufacturer. Each pile shall be driven continuously and without interruption to the indicated tip elevation. Deviation from this procedure will be permitted only in case the driving is stopped by causes which reasonably could not have been anticipated.

3. The controlling penetration per blow will be determined by the City’s Representative. The maximum permissible penetration per blow for the last 20 blows will be established by the City’s Representative. When the penetration per blow of any pile during the final blows exceeds that permitted or it is found that a pile is not of sufficient length to give the

26.104
31 62 19-7
capacity specified, and the pile has been driven to its full depth, pull the pile, furnish, and drive a longer pile or take other corrective measures as directed by the City’s Representative.

4. Piles shall be driven to the full penetration required where practicable to do so without damage to the piles. If found impracticable to drive any pile to the depth required, such pile shall be cut off and abandoned or pulled as directed. Driven piles which have a penetration of less than the elevation shown and have not been driven to the established maximum penetration per blow are not satisfactory. Driving of piles beyond the point of refusal, as indicated by excessive bonding of the hammer or kicking of the pile, or a blow count of greater than twice the blow count required to produce the safe bearing capacity shall not be attempted.

5. Piles which have uplifted after driving shall be redriven to grade after conclusion of driving in that general area.

6. The use of followers or splices shall not be permitted.

7. After driving is completed, all piles shall be "headed" or cut off normal at the cutoff elevation. Pile heads at cutoff shall be sound.

8. Headed treated piles shall be treated with copper naphthenate per AWPA M4. Piles driven in locations where they are constantly subject to water spray shall be given this treatment immediately after they are cut off and before the cutoff surface has been wetted. Removed cutoffs are the Contractors property and shall be removed at his expense.

D. Tolerances in Driving Piles

1. Piles shall be accurately placed in the correct location and alignments both laterally and longitudinally. At cutoff elevation, butts shall be within 4 inches laterally of the location indicated. Manipulation to move piles into position will be permitted only within the aforementioned tolerance to return the pile to the design location. However, piles shall not be manipulated more than 3 percent of the exposed length above the mudline surface. A variation of not more than 0.3 inch per foot of pile length from the vertical for plumb piles or more than 0.50 inch per foot of pile length from the required angle for batter piles will be permitted.

Inspect piles for heave. Redrive heaved piles to the required tip elevation.

Remove and replace with new piles those damaged, misplaced, driven below the design cutoff, or driven out of alignment, or provide additional piles, driven as directed at no additional cost. Piles shall be driven directly below the center line of the pile cap and between lower ledgers. Where ledgers are not present pile shall be driven within the projected lines of the ledgers to allow connection to the ledge in the future.

E. Pile Driving Records

1. Keep a complete and accurate driving record of each pile driven. Indicate pile location, deviations from design location, diameter, original length, mudline elevation, tip elevation, cutoff elevation, penetration in blows per foot for entire length of penetration for test piles, penetration in blows per foot for the last 10 feet for job piles, hammer data including rate of

26.105
31 62 19-8
operation, make, and size, and unusual pile behavior or circumstances experienced during driving such as redriving, heaving, weaving, obstructions, jetting, predrilling, and unanticipated interruptions. Make pile driving records available to the City’s Representative at the job site, a maximum of 24 hours after each day of pile driving.

F. Framing Treated Piles

1. Treated piles shall not be cut to permit fitting of timbers. If necessary, treated filler blocks shall be used to fill out between piles and bracing. Drill holes for drift bolts 1/8 inch smaller than bolt diameter. Drill holes for through bolts 1/16 inch larger than diameter of bolt shank. Drill holes for lag screws in two parts. Make lead hole for shank the same diameter as shank. Make lead hole for the threaded portion approximately two-thirds of the shank diameter. Counterbore holes for bolt heads and washers as indicated. Holes drilled into piles shall be treated with copper naphthenate and sealed with coal-tar roofing cement and when not used for bolts shall be tightly closed by a treated plug. Holes shall not be drilled or spikes shall not be driven into piles to support scaffolding.

G. Jetting of Piles

1. Water jets may be used to assist driving of the pile through strata which cannot be penetrated practicably by use of the hammer alone.

2. Jetting equipment shall have not less than two removable or fixed water or combination air-water type jets. Equipment shall be designed so that the discharge volume and pressure are sufficient to freely erode the material under and adjacent to the piles

3. Jetting equipment and method shall be approved by the City’s Representative prior to commencing jetting operations.

H. Predrilling of Piles

1. Where bedrock is encountered, drill as needed to obtain the required penetration. All drilled holes shall be backfilled to the satisfaction of the City’s Representative.

3.02 FIELD QUALITY CONTROL
A. Inspections

1. When inspections result in product rejection, the Contractor shall promptly segregate and remove rejected material from the premises. The City may also charge the Contractor an additional cost of inspection when prior rejection makes reinspection necessary.

3.03 PROTECTION
A. Protection of Piles

26.106
31 62 19-9

1. Square the heads and tips of piles to the driving axis. Laterally support piles during driving, but do not unduly restrain piles from rotation in the leads. Where pile orientation is essential, take precautionary measures to maintain the orientation during driving. Driven batter piles of sufficient unsupported lengths to cause a measurable deflection shall have free ends secured until piles are fixed in the structure to prevent excessive bending stresses. Handle, protect, and field treat piles in accordance with AWPA M4.

B. Damaged Piles

1. Driving of piles shall not subject them to damage. Piles which are damaged, split, broomed, or broken by reason of internal defects or by improper driving below cutoff elevation so as to impair them for the purpose intended shall be removed and replaced; a second pile may be driven adjacent thereto at the Contractor's expense. Minor damaged areas of treated piles shall be field treated in accordance with AWPA M4.

C. On-site Application of Wood Preservatives

1. All cuts, holes, and injuries such as holes from removal of spikes or nails which may penetrate the treated zone shall be field treated in accordance with AWPA M4.

END OF SECTION

26.107
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C A L I F O R N I A
1866 SANTA CRUZ
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SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596
TITLE SHEET G1
2024 JUNE 5 VARIES
JE 1 14
JE/BP
BP
© 2021 Google

PROJECT

LOCATION

SANTA CRUZ WHARF

SANTA CRUZ WHARF REPAIRS

DOLPHIN
Santa Cruz Wharf
Santa Cruz
Pacific Ocean

SANTA CRUZ, CALIFORNIA
Santa Cruz Wharf

SHEET INDEX
INDEX NO. DRAWING
NO. SHEET NAME
1 G1 TITLE SHEET
2 G2 GENERAL NOTES
3 G3 BEST MANAGEMENT PRACTICES 1 OF 2
4 G4 BEST MANAGEMENT PRACTICES 2 OF 2
5 G5 EXISTING PHOTOS
6 G6 CONTRACTOR STAGING AREA
7 S1 EXISTING SITE PLAN
8 S2 EXISTING SECTION & PROFILE
9 S3 OVERALL SITE PLAN
10 S4 DEMOLTION PLAN
11 S5 TYPICAL WHARF SECTION
12 S6 PILE PLAN
13 S7 DETAILS 1 OF 2
14 S8 DETAILS 2 OF 2

LOCATION MAP
SCALE: 1" = 470' +/-

VICINITY MAP
SCALE: 1" = 30' +/-
© 2021 Google

26.108
DESIGN

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DATE
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SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS
C I T
Y

O F S A N T A C R U Z

C A L I F O R N I A
1866 SANTA CRUZ
C I T Y O F Q:\WC\7416-11 scw damage repairs\20 CADD\_Active\_sheetset\7416-11_G2.dwg Jun 05, 2024 - 2:59pm

SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596

ABBREVIATIONS

AC ASPHALT CONCRETE

ACZA AMMONIACAL COPPER ZINC ARSENATE

AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION

ALT ALTERNATE

APPROX APPROXIMATE

APWA AMERICAN PUBLIC WORKS ASSOCIATION

ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS

BOT BOTTOM

CBC CALIFORNIA BUILDING CODE

CDP COASTAL DEVELOPMENT PERMIT

CL CENTER LINE

CLR CLEAR

CONC CONCRETE

DEMO DEMOLISH

DIA DIAMETER

EA EACH

EG EXISTING GRADE

EL ELEVATION
(E) EXISTING

F&I FURNISH & INSTALL

FG FINISHED GRADE
FT FOOT or FEET

H HEIGHT

HDG HOT DIP GALVANIZED

HDPE HIGH-DENSITY POLYETHYLENE

HORIZ HORIZONTAL
LF LINEAR or LINEAL FEET

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

MAX MAXIMUM

MHW MEAN HIGH WATER

MHHW MEAN HIGHER HIGH WATER

MI MALLEABLE IRON

MIN MINIMUM
ML MIL

MLW MEAN LOW WATER

MLLW MEAN LOWER LOW WATER

MSL MEAN SEA LEVEL

N NORTH

NAVD NORTH AMERICAN VERTICAL DATUM

NDS NATIONAL DESIGN SPECIFICATION FOR WOOD

CONSTRUCTION

NIC NOT IN CONTRACT
NO. NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

PCF POUND PER CUBIC FOOT

PL PLATE

PSI POUNDS PER SQUARE INCH

RGP REGIONAL GENERAL PERMIT
SF SQUARE FOOT or FEET

SIM SIMILAR

SPECS SPECIFICATIONS

SQ SQUARE
SS 316 STAINLESS STEEL

STA STATION

STD STANDARD

T&B TOP AND BOTTOM

TEMP TEMPORARY

THRU THROUGH

TOT TOTAL

TYP TYPICAL

UON UNLESS OTHERWISE NOTED

USACE UNITED STATES ARMY CORPS OF ENGINEERS

VAR VARIES

VERT VERTICAL

W/ WITH

VIEW NUMBER

SHEET NUMBER VIEW

REFERENCED TO
XX
S-YYY

SAMPLE VIEW TITLE
SCALE: SAMPLE SCALE
S-YYX
XX
S-YYY
XX
S-YYY

CROSS REFERENCE LEGEND

VIEW TITLE

SECTION CALLOUT

DETAIL CALLOUT

VIEW NUMBER

SHEET NUMBERS VIEW

REFERENCED FROM

VIEW NUMBER

SHEET NUMBER VIEW

REFERENCED TO
GENERAL NOTES G2
2024 JUNE 5 VARIES
JE 2 14
JE/BP
BP

GENERAL NOTES

1. REPAIRS BASED UPON CONDITION ASSESSMENTS DATED APRIL 23 AND APRIL 24, 2024 CONDUCTED BY MOFFATT & NICHOL AND POWER
ENGINEERING CONSTRUCTION.

2. ELEVATIONS SHOWN ARE IN FEET REFERENCED TO MEAN LOWER LOW WATER.

3. PROTECT ALL EXISTING SITE FEATURES NOT CALLED OUT TO BE DEMOLISHED. REPAIR ANY DAMAGE DONE TO EXISTING FEATURES TO REMAIN.

4. VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. NOTIFY OWNER OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OF FABRICATION. IN CASE OF

DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS OBTAIN WRITTEN DIRECTION FROM OWNER BEFORE PROCEEDING.

5. FURNISH, INSTALL, AND MAINTAIN ALL WARNING SIGNS AND DEVICES

NECESSARY TO SAFEGUARD THE GENERAL PUBLIC AND THE WORK, AND

PROVIDE PROPER AND SAFE ROUTING OF VEHICULAR AND PEDESTRIAN TRAFFIC DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT

SHALL APPLY CONTINUOUSLY AND SHALL NOT BE LIMITED TO WORKING HOURS.

6. BEAR RESPONSIBILITY FOR ALL JOBSITE SAFETY.

7. KEEP THE PROJECT SITE IN A NEAT AND ORDERLY CONDITION, FREE OF RUBBISH AND DEBRIS, AT ALL TIMES. THE SITE SHALL BE CLEANED OF

DEBRIS AT THE END OF EACH DAY AND AT THE CONCLUSION OF REMOVAL WORK.

8. ALL TREATED WOOD SHALL BE TRANSPORTED TO AND DISPOSED OF AT THE

CITY'S RESOURCE RECOVERY FACILITY PER THE CITY'S TREATED WOOD

WASTE DISPOSAL PLAN

9. ALL WORK SHOWN IS NEW UNLESS OTHERWISE NOTED.

10. THESE DRAWINGS OF THE PIER STRUCTURE DEPICT THE NOMINAL,

IDEALIZED, CONFIGURATION OF STRUCTURAL ELEMENTS AND
CONNECTIONS. VARIATIONS IN THE CONFIGURATION OCCUR IN DISCRETE LOCATIONS ALONG THE PIER. ACCORDINGLY, VARIATIONS IN THE FITTING

OF NEW STRUCTURAL COMPONENTS TO THE EXISTING STRUCTURE
SHOULD BE ANTICIPATED AND INCLUDED IN THE WORK EFFORT.

11. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS.

SHEET SPECIFICATIONS

CODES AND STANDARDS

1. 2022 CALIFORNIA BUILDING CODE (CBC).

2. AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC), STEEL CONSTRUCTION MANUAL, 16TH EDITION.

3. AMERICAN FOREST & PAPER ASSOCIATION, NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION, NDS 2018 EDITION.

4. AMERICAN SOCIETY OF CIVIL ENGINEERS, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES, ASCE 7-22.

PERMITS

1. USACE RGP 36

2. COASTAL COMMISSION CDP AS AMENDED

3. CITY DEMOLITION AUTHORIZATION PERMIT

4. SANTA CRUZ WHARF MAINTENANCE PERMIT
LUMBER

1. STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH NO. 1 OR BETTER AS

SPECIFIED BY THE WEST COAST LUMBER INSPECTION BUREAU, VISUALLY GRADED LUMBER.

2. STRUCTURAL LUMBER SHALL BE CHEMICALLY TREATED WITH ACZA FOR MARINE EXPOSURE, SALTWATER SPLASH PER APWA STANDARD 4B, 4C.

CUTS SHALL BE SEALED WITH ACRI-SOY.

3. ALL REPLACEMENT MEMBERS SHALL BE REPLACED IN KIND. FOR BID PURPOSES ASSUME TIMBER OF THE FOLLOWING NOMINAL SIZES, UON:

DECKING 3X12
STRINGERS 4X12
PILE CAP 12X12
PILES 14" Ø PILE

4. REPLACEMENT MEMBERS SHALL HAVE HARDWARE REPLACED. HARDWARE

MAY BE REUSED IF LOSS OF MATERIAL FROM CORROSION IS LESS THAN 10%.

LUMBER MEMBER REPLACEMENT CRITERIA

1. STRINGERS SHALL BE REPLACED IF THERE IS ROT THAT CAN BE PENETRATED MORE THAN 2" WITH A SCREWDRIVER OR IF THERE ARE VERTICAL OR HORIZONTAL SPLITS THAT EXTEND THROUGH THE MEMBER.

DETERMINATION OF WHETHER A STRINGER SHALL BE REPLACED IS THE RESPONSIBILITY OF THE CITY'S REPRESENTATIVE.

2. PILE CAPS SHALL BE REPLACED IF THERE IS ROT THAT CAN BE PENETRATED MORE THAN 2" WITH A SCREWDRIVER. SPLITS IN PILE CAP WILL QUALIFY

THE PILE CAP FOR REPLACEMENT ONLY IF THE SPLIT EXTENDS FROM ITS END TO A POINT PAST THE FIRST BEARING PILE. OTHERWISE, SPLIT PILE CAPS SHOULD BE CLAMPED TOGETHER BY USE OF TWO 1" DIAMETER THROUGH BOLTS. DETERMINATION OF WHETHER A PILE CAP SHALL BE REPLACED IS THE RESPONSIBILITY OF THE CITY'S REPRESENTATIVE.

TIMBER PILES

1. PILES SHALL BE TREATED DOUGLAS FIR ROUND TIMBER PILES CONFORMING TO ASTM D25. TREATMENT SHALL BE FOR SALTWATER SEVERE BORER HAZARD TO A MINIMUM NET RETENTION OF 2.5 PCF.

2. ACZA-TREATED DOUGLAS FIR WOODEN PILES HAVING A DIAMETER OF APPROXIMATELY 14 INCHES AND A LENGTH OF APPROXIMATELY 70 FEET FOR PLUMB PILES AND 75 FEET FOR BATTER PILES SHALL BE USED. PILES SHALL BE DRIVEN 20 FEET INTO THE BOTTOM OR UNTIL REFUSAL.

3. POLYUREA SEALANT SHALL BE APPLIED UNIFORMLY TO THE PILES TO A THICKNESS OF 250ML, AND TERMINATE APPROXIMATELY 13 FEET FROM THE TIP OF THE PILE AND 5 FEET FROM THE BUTT END OF THE PILE, SO THAT THE PORTION OF EACH PILE EXPOSED ABOVE THE WATERS. THE UN-SEALED

BUTT END OF THE PILE SHALL BE SUBSEQUENTLY CUT UPON INSTALLATION TO TERMINATE UNDER THE LOWEST CAP. PILES SHALL BE INSPECTED FOR

DAMAGE TO THE POLYUREA SEALANT PRIOR TO, AND IMMEDIATELY AFTER, INSTALLATION AND REPAIRED IF NECESSARY. REPAIRS SHALL USE INERT WRAPPING SUCH AS HDPE SECURED BY BANDING.

4. THE PILES SHALL HAVE NO LETTERING OR PRINTED MATTER ON THE EXTERIOR UPON INSTALLATION.

5. TIMBER PILES WILL BE FURNISHED BY THE CITY. THE CONTRACTOR WILL BE

RESPONSIBLE FOR DELIVERING THE PILES FROM THE CITY'S CORPORATION YARD TO THE SITE. CONNECTORS AND HARDWARE FOR TIMBER PILES SHALL BE FURNISHED BY THE CONTRACTOR.

STRUCTURAL AND MISCELLANEOUS STEEL

1. MATERIALS
PLATES AND BARS ASTM A36
BOLTS ASTM A307 GRADE A

2. ALL STEEL ITEMS SHALL BE HOT-DIP GALVANIZED PER ASTM A153 AND COATED AFTER FABRICATION.

3. STEEL FABRICATIONS SHALL BE FABRICATED BY AN AISC CERTIFIED

FABRICATOR

HARDWARE

1. NUTS SHALL CONFORM TO ASTM A563.

2. FABRICATE TIMBER CONNECTORS FROM ASTM A36 AND HOT-DIP GALVANIZED AFTER FABRICATION.

3. REPLACEMENT BOLTS, NUTS, AND MISCELLANEOUS STEEL CONNECTORS

SHALL BE OF THE SAME SIZE AS THE ORIGINAL HARDWARE, UNLESS OTHERWISE NOTED.

4. DECK SCREWS SHALL BE 8" STRONG-DRIVE SDWS TIMBER SS SCREWS OR APPROVED EQUAL.

5. BOLTS SHALL HAVE MALLEABLE IRON WASHERS AT THE NUT AND HEAD.

UNLESS NOTED OTHERWISE.

6. DRIFT PIN MATERIAL SHALL BE SS, DIAMETER TO MATCH EXISTING.

ASPHALT CONCRETE

1. ASPHALT SHALL COMPLY WITH THE STATE OF CALIFORNIA STANDARD SPECIFICATIONS SECTION 39 "ASPHALT CONCRETE" FOR TYPE A HOT MIX ASPHALT.

PORTLAND CEMENT CONCRETE

1. PORTLAND CEMENT CONCRETE FOR CONCRETE PADS SHALL COMPLY WITH SECTION 10 "CONSTRUCTION OF CONCRETE CURBS, GUTTERS, SIDEWALKS AND VALLEY GUTTERS" OF THE STANDARD SPECIFICATIONS TECHNICAL PROVISIONS FOR THE CITY OF SANTA CRUZ.

PILE DRIVING

1. PILE DRIVING EQUIPMENT SHALL BE LIMITED TO 8 TON GROSS WEIGHT AS POSTED AT THE ENTRANCE TO THE WHARF. CRANE EQUIPMENT EXCEEDING THIS WEIGHT SHALL PROVIDE ADDITIONAL SUPPORT (I.E., CRANE MATS).

2. RECORD PILE DRIVING DATA.

3. PILE REPLACEMENTS SHALL BE PERFORMED PER BEST MANAGEMENT PRACTICES, SEE SHEETS G3 AND G4.

26.109
BEST MANAGEMENT PRACTICES 1 OF 2 G3
2024 JUNE 5 VARIES
JE 3 14
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DESIGN

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DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS C I T Y O F S A N T A C R U Z C A L I F O R N I A 1866 SANTA CRUZ
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SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596

26.110
BEST MANAGEMENT PRACTICES 2 OF 2 G4
2024 JUNE 5 VARIES
JE 4 14
JE/BP
BP
DESIGN

CHECKED
DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS C I T Y O F S A N T A C R U Z C A L I F O R N I A 1866 SANTA CRUZ
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SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596

26.111
DESIGN

CHECKED
DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS
C I T
Y

O F S A N T A C R U Z

C A L I F O R N I A
1866 SANTA CRUZ
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SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596
100' 0' 100' 200'
SCALE: 1'' = 100'
Santa Cruz Wharf
2 3
1 2 4
5 1
LEGEND

PHOTO (ARROW INDICATES DIRECTION TAKEN)
Pacific Ocean
3 SITE PLAN
SCALE: 1" = 100'
PHOTO 1 - BENT 172 ON WEST SIDE OF WHARF
SCALE: NTS
PHOTO 2 - BENT 172 BELOW DOLPHIN
SCALE: NTS
PHOTO 3 - DECK DEFLECTION AT BENT 172 FACING SOUTH
SCALE: NTS
PHOTO 5 - INSIDE DOLPHIN
SCALE: NTS
PHOTO 4 - DECK DEFLECTION AT BENT 172 FACING NORTH
SCALE: NTS
EXISTING PHOTOS G5
2024 JUNE 5 VARIES
JE 5 14
JE/BP
BP
1 4
SANTA
CRUZ

DOLPHIN
PATIO
5 PHOTO 6 - BENT 180 ON EAST SIDE OF WHARF 6 SCALE: NTSPHOTO 7 - BENT 180 BELOW DECK 7 SCALE: NTSPHOTO 8 - DECK DEFLECTION AT BENT 180 8 SCALE: NTS 6 7
8 26.112
DESIGN

CHECKED
DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS
C I T
Y

O F S A N T A C R U Z

C A L I F O R N I A
1866 SANTA CRUZ
C I T Y O F Q:\WC\7416-11 scw damage repairs\20 CADD\_Active\_sheetset\7416-11_G6.dwg Jun 05, 2024 - 2:59pm

SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596
20' 0' 20' 40'
SCALE: 1'' = 20'
CONTRACTOR STAGING AREA G6
2024 JUNE 5 VARIES
JE 6 14
JE/BP
BP

KEY PLAN
SCALE: 1" = 250'
1 - CONTRACTOR STAGING AREASCALE: 1" = 20'
NOTES

1. ALL FEATURES SHOWN ON THIS

SHEET ARE EXISTING UNLESS
OTHERWISE NOTED.

2. CONTRACTOR STAGING AREA SHALL

NOT INTRUDE INTO THE WHARF
TURNAROUND AREA.
174 175 176 177 178 179 180 181 182 183 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 168 169 170 171 172 173 162 163 168 165 166 167
153 154 155 156 157 158 159 160 161 152
159 160 161 162 163 168 165 166 167 155 156 157 158
152 153 154

RESTROOM

WELL WELL WELL WELL WELL

ENCLOSURE

BULLETIN
BOARD
CONC
CONC

DOLPHIN
PATIO
ANDY'S-71B

STAIRS TO

LANDING

STAGNARO BROS
STAIRS
CURB
CURB

STRIPING FOR

PARKING, TYP LEGEND

PROJECT WORK SITE AND CONTRACTOR

STAGING AREA

F&I CYCLONE FENCE

26.113
DESIGN

CHECKED
DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS
C I T
Y

O F S A N T A C R U Z

C A L I F O R N I A
1866 SANTA CRUZ
C I T Y O F Q:\WC\7416-11 scw damage repairs\20 CADD\_Active\_sheetset\7416-11_S1.dwg Jun 05, 2024 - 2:59pm

SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596
10' 0' 10' 20'
SCALE: 1'' = 10'
EXISTING SITE PLAN S1
2024 JUNE 5 VARIES
JE 7 14
JE/BP
BP

KEY PLAN
SCALE: 1" = 250'
169 170 171 172 173 174 175 176 177 178 179 180 181 182 1 - EXISTING SITE PLANSCALE: 1" = 10'

WELL CONC WELL WELL WELL WELL
CONC

RESTROOM

DOLPHIN
PATIO
ANDY'S-71B
LEGEND
PILE

DAMAGED PILE

MISSING PILE

BROKEN OR CUT PILE

LABEL FOR PLUMB PILE

LABEL FOR BATTER PILE

DOUBLE CAP
167 168 183

DETACHED,

BUT IN GOOD

CONDITION
SMALL
VOID
10% LOSS
30% LOSS
15% LOSS
20% LOSS
20% LOSS
25% LOSS
1 2
3 4
5 6
7 8
9 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 18
16 19
A
B
A
B
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 A
B
1 2
3 4
5 6
7 8
10 11
12 13
14 15
16 17
18 19
A A
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 A A A A A A A A A
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 2
3 4
5 6
7 8
9 10
11 12
13 14
15 1
2 3
4 5
6 7
8 9
10 11
12 13
15 16
17 18
19 20
21 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 1
2 3
4 6
7 8
9 11
12 13
14 15
16 18
19 20
21 22
23 24
25 1
1 1
2 3
4 5
6 7
8 10
11 12
13 14
15 16
17 18
19 20 C
B
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
B 18 B
B
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 PILE DETERIORATION

BENT PLUMB PILES MISSING
OR WITH >20% LOSS (EA)

BATTER PILES MISSING
OR WITH >20% LOSS (EA)
183 1 0
182 4 0
181 5 1
180 7 1
179 3 0
178 5 1
177 1 1
176 2 0
175 3 1

PILE DETERIORATION

BENT PLUMB PILES MISSING
OR WITH >20% LOSS (EA)

BATTER PILES MISSING
OR WITH >20% LOSS (EA)
174 7 1
173 8 0
172 10 0
171 5 2
170 4 0
169 6 1
168 8 1
167 10 0
TOTAL 89 10
NOTES

1. ALL FEATURES SHOWN ON THIS

SHEET ARE EXISTING UNLESS
OTHERWISE NOTED.

2. DRAWING SHOWS THE ROUGH

EXTENT OF THE LEDGERS THAT
EXIST.
9 10
A
2X12 SPLICE PILE CAP, TYP

ON CAPS, TYP

A-FRAME,
TYP
A
S2
1 S2 80'-0" WIDTH 124'-1" WIDTH
15'-3" 15'-0" 15'-0" 14'-1" 14'-1" 14'-7" 15'-9" 15'-1" 14'-7" 15'-0" 14'-11" 15'-2" 14'-11" 15'-0" 15'-0" 5'-4" 228'-7"
TEMP

SUPPORT

BEAMS FOR
BENT 172
TEMP

SUPPORT

BEAMS FOR
BENT 180

LEDGERS, TYP
SEE NOTE 2
17 20 16
24 25
1 5
10 17
9 28
14 26.114
DESIGN

CHECKED
DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS
C I T
Y

O F S A N T A C R U Z

C A L I F O R N I A
1866 SANTA CRUZ
C I T Y O F Q:\WC\7416-11 scw damage repairs\20 CADD\_Active\_sheetset\7416-11_S2.dwg Jun 05, 2024 - 2:59pm

SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596
10' 0' 10' 20'
SCALE: 1'' = 10'
EXISTING SECTION & PROFILE S2
2024 JUNE 5 VARIES
JE 8 14
JE/BP
BP
A
S6

EXISTING TYPICAL SECTION
SCALE: 1" = 10'
-40
-30
-20
-10
0 10
20 ELEVATION (FT, MLLW)
-40
-30
-20
-10
0 10
20 ELEVATION (FT, MLLW)
1 S6
ELEVATION - BENTS 167 TO 183
SCALE: 1" = 10'

DECK, ASPHALT STRINGER, TYP RAILING, TYP

OVER TIMBER

PILE CAP, TYP

PILE, TYP

WATER MAIN

LEDGER, TYP

SANITARY SEWER

GRAVITY LINE

RAILING, TYP

STRINGER

DECK, ASPHALT

OVER TIMBER

PILE CAP, TYP

PILE, TYP

LEDGER, TYP
167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 15'-3" 15'-0" 15'-0" 14'-1" 14'-1" 14'-7" 15'-9" 15'-1" 14'-7" 183
NOTES

1. ALL FEATURES SHOWN ON THIS

SHEET ARE EXISTING UNLESS
OTHERWISE NOTED.
15'-0" 14'-11" 15'-2" 14'-11" 15'-0" 15'-0" 5'-4"

26.115
DESIGN

CHECKED
DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS
C I T
Y

O F S A N T A C R U Z

C A L I F O R N I A
1866 SANTA CRUZ
C I T Y O F Q:\WC\7416-11 scw damage repairs\20 CADD\_Active\_sheetset\7416-11_S3.dwg Jun 05, 2024 - 2:59pm

SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596
10' 0' 10' 20'
SCALE: 1'' = 10'
OVERALL SITE PLAN S3
2024 JUNE 5 VARIES
JE 9 14
JE/BP
BP

KEY PLAN
SCALE: 1" = 250'
1 - SITE PLANSCALE: 1" = 10'

WELL CONC WELL WELL WELL WELL
CONC

DOLPHIN RESTROOM
PATIO
ANDY'S-71B
LEGEND

EXISTING PILE

EXISTING DAMAGED PILE

EXISTING MISSING PILE

EXISTING BROKEN OR CUT PILE

DOUBLE CAP

EXISTING FEATURE LINE

INSTALL PILE
BID ALT 1 - INSTALL PILE

WATER LINE

FIRE LINE

ELECTRIC LINE

SANITARY SEWER LINE
SMALL
VOID
10% LOSS
30% LOSS
15% LOSS
20% LOSS
20% LOSS
25% LOSS
NOTES

1. THIS DRAWING IS INTENDED TO SHOW THE MAJOR
COMPONENTS OF THE PROJECT. SEE FOLLOWING

DRAWINGS FOR DETAILS AND ADDITIONAL
INFORMATION.

2. ONCE ALL WORK HAS BEEN COMPLETED,

DEMOLISH TEMPORARY SUPPORT BEAMS
SUPPORTING BENTS 172 AND 180.
(E) PILE CAP, TYP
(E) 2X12

SPLICE ON

CAPS, TYP
(E) A-FRAME,
TYP

KEY NOTES

REPLACE DECKING WHERE NEEDED TO DRIVE PILES

OR REPLACE MEMBERS, SEE

REPLACE DETERIORATED STRINGERS AS IDENTIFIED
IN FIELD (BID ALLOWANCE - 215 EA)

REPLACE DETERIORATED PILE CAPS AS IDENTIFIED IN
FIELD (BID ALLOWANCE - 145 LF)

INSTALL TIMBER PILES, SEE
INSTALL BID ALT 1 TIMBER PILES, SEE

DEMOLISH EXISTING MEMBERS AS REQUIRED, SEE

DEMOLISH BUILDING AND PATIO, SEE

REATTACH DETACHED BATTER PILE

REPLACE CONC PAD TO ALLOW FOR PILE DRIVING

DEMOLISH TEMPORARY SUPPORT BEAMS FOR BENTS
172 AND 180, SEE NOTE 2

REPLACE AC UNDERNEATH DOLPHIN RESTAURANT
AFTER REMOVAL (BID ALLOWANCE - 1600 SF)
1 2
3 4
6 7 1
S4
1 2
3 4
7 1 2 3 4 5
1 S4
1 S5
2 S7
AC
A
S5

DECK AND

FRAMING
LAYOUT, SEE 1
S4
167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 .
8 8
9 9
10 1
S5
5 6
11 10
10 5
11 26.116
DESIGN

CHECKED
DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS
C I T
Y

O F S A N T A C R U Z

C A L I F O R N I A
1866 SANTA CRUZ
C I T Y O F Q:\WC\7416-11 scw damage repairs\20 CADD\_Active\_sheetset\7416-11_S4.dwg Jun 05, 2024 - 2:59pm

SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596
10' 0' 10' 20'
SCALE: 1'' = 10'
DEMOLTION PLAN S4
2024 JUNE 5 VARIES
JE 10 14
JE/BP
BP

KEY PLAN
SCALE: 1" = 250'
1 S3

DEMOLITION PLAN
SCALE: 1" = 10'

WELL CONC WELL WELL WELL WELL
CONC

DOLPHIN RESTROOM
PATIO
ANDY'S-71B
LEGEND

EXISTING PILE

EXISTING DAMAGED PILE

EXISTING MISSING PILE

EXISTING BROKEN OR CUT PILE

LABEL FOR PLUMB PILE

LABEL FOR BATTER PILE

DOUBLE CAP

EXISTING FEATURE LINE

DEMOLITION LINE

DOLPHIN AND PATIO DEMOLITION

HANGING PILE DEMOLITION
1 2
3 4
5 6
7 8
9 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
1 2
3 4
5 6
7 8
9 10
11 12
13 15
16 18
17 19
A
B
A
B
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 A
B
1 2
3 4
5 6
7 8
10 11
12 13
14 15
16 17
18 19
A A
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 A A A A A A A A A
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 18
19 20
21 22
23 24
25 1
1 1
2 3
4 5
6 7
8 10
11 12
13 14
15 16
17 18
19 20 C
B
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
B 18 B
B
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 NOTES

1. DOLPHIN RESTAURANT IS APPROXIMATELY 1600 SF
BUILDING. PATIO IS APPROXIMATELY 1100 SF.

REMOVE, HANDLE, AND TRANSPORT ALL

ASBESTOS, LEAD-BASED PAINT DEBRIS, AND

OTHER HAZARDOUS MATERIALS SURVEYED IN

ACCORDANCE WITH ALL REGULATIONS AND
PERMITS.

2. NUMBER OF DECK BOARDS THAT WILL REQUIRE

REMOVAL TO INSTALL PILES IS TO BE DETERMINED
BY THE CONTRACTOR. NOTE THAT TYPICAL
PRACTICE IS TO DEMOLISH 8' TO 10' WIDE

STRETCH OF DECK BOARDS BETWEEN ADJACENT
BENTS.

3. HANGING PILES THAT ARE TO BE DEMOLISHED ARE
LIMITED TO THOSE IDENTIFIED ON THIS DRAWING.

DO NOT DEMOLISH HANGING PILES THAT ARE
ONLY NOMINALLY 3 FT IN LENGTH.

4. ONCE ALL WORK HAS BEEN COMPLETED,

DEMOLISH TEMPORARY SUPPORT BEAMS
SUPPORTING BENTS 172 AND 180.
9 10
A

PILE CAP,
TYP

KEY NOTES
DEMOLISH PATIO & RESTAURANT, SEE NOTE 1

DEMOLISH DECK BOARDS REQUIRED TO INSTALL
PILES, SEE NOTE 2

DEMOLISH DETERIORATED STRINGERS AS IDENTIFIED
IN THE FIELD (BID ALLOWANCE - 215 EA)

DEMOLISH DETERIORATED PILE CAPS AS IDENTIFIED
IN THE FIELD (BID ALLOWANCE - 145 LF)
DEMOLISH PILES HANGING FROM THEIR T-STRAP (19
TOTAL), SEE NOTE 3

DEMOLISH A-FRAMES

DEMOLISH TEMPORARY SUPPORT BEAMS FOR BENTS
172 AND 180, SEE NOTE 4

DEMOLISH CONC SLAB

DEMOLISH AC UNDERNEATH DOLPHIN AFTER
REMOVAL (BID ALLOWANCE - 1600 SF)

DEMOLISH BROKEN BATTER PILE
1 2
1 6
6 7
3 4
8 6
7 7
2 3 4
167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 .
5 , TYP
9 8
14 20 16
24 21 25
16 17
9 28
10 9
5 10

26.117
DESIGN

CHECKED
DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS
C I T
Y

O F S A N T A C R U Z

C A L I F O R N I A
1866 SANTA CRUZ
C I T Y O F Q:\WC\7416-11 scw damage repairs\20 CADD\_Active\_sheetset\7416-11_S5.dwg Jun 05, 2024 - 3:00pm

SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596
5' 0' 5' 10'
SCALE: 1'' = 5'
TYPICAL WHARF SECTION S5
2024 JUNE 5 VARIES
JE 11 14
JE/BP
BP
NOTES

1. UTILITIES NOT SHOWN FOR CLARITY.
12'-11" 24'-4" 42'-10"

KEY NOTES

REPLACE DECKING WHERE NEEDED TO DRIVE

REPLACEMENT PILES, SEE

REPLACE DETERIORATED STRINGERS AS IDENTIFIED
IN FIELD (BID ALLOWANCE - 215 EA)

REPLACE DETERIORATED PILE CAPS AS IDENTIFIED IN
FIELD (BID ALLOWANCE - 145 LF)

INSTALL TIMBER PILES, SEE

DEMOLISH PILES HANGING FROM THEIR T-STRAP

DEMOLISH A-FRAMES

DEMOLISH DOLPHIN RESTAURANT AND PATIO
1 2
3 4
5 6
7 1
2 3
4 4
5 6
7 ,TYP
,TYP
,TYP
,TYP 1
S8
2 S7
(E) AC
(E) 3X12 DECKING
(E) 4X12 STRINGER, TYP
(E) 12X12 PILE CAP, TYP
(E) 14" DIA PILE, TYP
(E) LEDGERS, TYP

INSTALL BATTER PILE, SEE
A
S3

TYPICAL WHARF SECTION
SCALE: 1" = 5'
1 S5

REPLACEMENT DOUBLE

PILE CAP, SEE

INSTALL PILE
ON (E) DOUBLE PILE CAP, SEE & 3
S8
6 S8
4 S8
4 S7

DEMO CONC

PLANTERS

26.118
DESIGN

CHECKED
DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS
C I T
Y

O F S A N T A C R U Z

C A L I F O R N I A
1866 SANTA CRUZ
C I T Y O F Q:\WC\7416-11 scw damage repairs\20 CADD\_Active\_sheetset\7416-11_S6.dwg Jun 05, 2024 - 3:00pm

SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596
10' 0' 10' 20'
SCALE: 1'' = 10'
PILE PLAN S6
2024 JUNE 5 VARIES
JE 12 14
JE/BP
BP

KEY PLAN
SCALE: 1" = 250'
1 - EXISTING SITE PLANSCALE: 1" = 10'

WELL CONC WELL WELL WELL WELL
CONC

RESTROOM

DOLPHIN
PATIO
ANDY'S-71B
LEGEND

EXISTING PILE

EXISTING DAMAGED PILE

EXISTING MISSING PILE

EXISTING BROKEN OR CUT PILE

LABEL FOR PLUMB PILE

LABEL FOR BATTER PILE

DOUBLE CAP

INSTALL PILE
BID ALT 1 - INSTALL PILE
SMALL
VOID
10% LOSS
30% LOSS
15% LOSS
20%
LOSS
20%
LOSS
25% LOSS
1 2
3 4
6 7
8 9
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
18 16
19 A
B
A
B
1 3
4 5
6 7
8 9
10 11
12 13
14 15
A
B
1 2
3 4
5 6
7 8
10 11
12 13
14 15
16 17
18 19
A A
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 A A A A A A A A A 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 21
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 18
19 20
21 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
18 19
20 1
2 3
4 5
6 7
8 9
10 11
12 13
14 15
18 19
20 21
22 1
1 1
2 3
4 5
6 7
8 10
11 12
13 14
15 16
17 18
19 20 C
B
2 3
4 5
6 7
8 9
10 11
12 13
14 15
16 17
B 18 B
B
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 PILE REPLACEMENT

BENT PLUMB PILES
(EA)

PLUMB PILES -
BID ALT 1 (EA)

BATTER PILES
(EA)
183 1 0 0
182 2 0 0
181 3 0 1
180 6 1 1
179 1 0 0
178 0 1 1
177 0 0 1
176 1 0 0
175 3 0 1

PILE REPLACEMENT

BENT PLUMB PILES
(EA)

PLUMB PILES -
BID ALT 1 (EA)

BATTER PILES
(EA)
174 2 4 1
173 4 0 0
172 6 1 0
171 2 1 2
170 3 0 0
169 2 2 1
168 0 3 1
167 4 2 0
TOTAL 40 15 10
NOTES

1. PILE LOCATIONS ARE APPROXIMATE.

2. DIMENSIONS SHOWN BETWEEN PILES ARE FOR

SPANS BETWEEN COMPETENT PILES (PILES THAT

ARE NOT BROKEN/ MISSING AND HAVE LESS THAN
20% SECTION LOSS).

3. PILES THAT ARE INSTALLED INSTALLED NEXT TO

DAMAGED PILES SHALL BE ADJACENT TO THE

DAMAGED PILE AND HAVE AN APPROXIMATELY
EQUAL DISTANCE TO THE 2 NEAREST UNDAMAGED
PILES. ADJUST LOCATION OF INSTALLED PILE AS

NECESSARY TO AVOID CONFLICTS SUCH AS
UTILITIES.

4. WHEN REPLACING A BATTER PILE, INSTALL PILE ON
OPPOSITE SIDE OF THE PILE CAP. THAT IS, IF THE

EXISTING BATTER PILE IS INSTALLED ON THE

NORTH SIDE OF THE PILE CAP, INSTALL THE

REPLACEMENT BATTER PILE ON THE SOUTH SIDE
OF THE PILE CAP.
9 10
A
(E) PILE CAP,
TYP
(E) 2X12

SPLICE ON

CAPS, TYP
(E) A-FRAME,
TYP
167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 14'-8" 15'-1" 12'-10" 10'-2" 11'-0" 31'-0" 9'-1" 9'-9" 12'-1" 6'-11" 4'-6" 8'-5" 5'-6" 4'-0" 6'-8" 5'-10" 10'-4" 12'-0" 19'-10" 8'-10" 5'-9" 11'-8" 27'-10" 5'-1" 12'-4" 10'-2" 7'-8" 29'-5" 8'-11" 10'-11" 11'-8" 10'-4" 9'-1" 9'-2" 8'-10" 4'-11" 11'-4" 11'-8" 5'-11" 5'-0" 6'-4" 6'-11" 8'-4" 6'-4" 10'-5" 8'-5" 6'-7" 11'-2" 17'-6" 13'-2" 8'-10" 7'-4" 6'-7" 5 17
2 20 16
24 25
17 16
17 23
24 25
9 28 8'-2" 7'-7" 9'-6" 3'-7" 4'-7" 15'-6"

KEY NOTES

REATTACH DETACHED BATTER PILE

ATTACH NEW PILE TO (E) T-STRAP
1 1
1 2

26.119
DESIGN

CHECKED
DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS
C I T
Y

O F S A N T A C R U Z

C A L I F O R N I A
1866 SANTA CRUZ
C I T Y O F Q:\WC\7416-11 scw damage repairs\20 CADD\_Active\_sheetset\7416-11_S7.dwg Jun 05, 2024 - 3:00pm

SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596
DETAILS 1 OF 2 S7
2024 JUNE 5 VARIES
JE 13 14
JE/BP
BP
NOTES

1. STAGGER BUTT JOINTS IN THE DECKING A
MINIMUM OF 12".

2. REMOVE AND REPLACE DECK STRUCTURE (DECK

BOARDS AND ASPHALT) AS NEEDED TO INSTALL

PILES, REPLACEMENT PILE CAPS, AND
REPLACEMENT STRINGERS.

3. UPPER AND LOWER PILE CAPS SHALL BE
CONNECTED USING THROUGH BOLTS. SPACE
BOLTS AT 40" OR USE A TOTAL OF 4, WHICHEVER
RESULTS IN THE GREATER AMOUNT OF BOLTS.

4. WHEN REPLACING PILE CAPS AND A SPLICE IS

NECESSARY, SUPPORT PILE CAP SPLICE WITH A
LOWER PILE CAP. THE LOWER PILE CAP SHALL BE
ROUGHLY CENTERED ON THE CAP SPLICE.

5. IF POSSIBLE, SUPPORT LOWER PILE CAPS WITH AT
LEAST 2 PILES.
2 S3

DECKING REPLACEMENT DETAIL PLAN
SCALE: 1/2" = 1'-0"
S5
(E) PILE CAP
(E) DECK

BOARDS, TYP

REPLACEMENT

DECK BOARDS, TYP
SEE NOTE 2
(E) PILE, TYP
PILE
1 S3

DECKING AND FRAMING PLAN
SCALE: 1/2" = 1'-0"
SEE NOTE 1

EDGE OF PIER

STRINGER, TYP

DECK BOARD, TYP

PILE CAP, TYP

DECK SCREW, TYP
SEE 3
-
3 - DECKING FASTENING DETAILSCALE: 1 1/2" = 1'-0"
2' 0' 2' 4'
SCALE: 1/2'' = 1'-0"
1'-0" 0' 0'-6" 1'-0"
SCALE: 1 1/2" = 1'-0"

STAGGER DECK

SCREWS, TYP

DECK BOARD, TYP EDGE OF PIER

STRINGER, TYP

BUTT JOINT, TYP
1/8" GAP
TYP
3 1/2"
1 3/4"
7/8"
TYP
2 1/2" NOM
TYP
4 S5

DOUBLE PILE CAP DETAIL
SCALE: 1" = 1'-0"
1' 0' 1' 2'
SCALE: 1" = 1'-0"

REPLACEMENT

UPPER PILE CAP, TYP

REPLACEMENT

LOWER PILE CAP,
SEE NOTE 4

THRU BOLT SPACING
SEE NOTE 3

PILE, TYP
SEE NOTE 5

AC COVER

DRIFT PIN, TYP

REPLACEMENT

PILE CAP

REPLACEMENT

STRINGER

26.120
DESIGN

CHECKED
DATE
DRAWN
DRAWING NO.

SCALE

SHEET OF
809 CENTER STREET, ROOM 10
SANTA CRUZ, CA 95060

REVISIONS
C I T
Y

O F S A N T A C R U Z

C A L I F O R N I A
1866 SANTA CRUZ
C I T Y O F Q:\WC\7416-11 scw damage repairs\20 CADD\_Active\_sheetset\7416-11_S8.dwg Jun 05, 2024 - 3:00pm

SANTA CRUZ WHARF REPAIRS
3-31-24
2185 N CALIFORNIA BLVD, SUITE 500.

WALNUT CREEK, CA 94596
DETAILS 2 OF 2 S8
2024 JUNE 5 VARIES
JE 14 14
JE/BP
BP
NOTES

1. REPLACE ASPHALT AS NEEDED WHEN REPLACING
DECK BOARDS. THICKNESS OF ASPHALT

CONCRETE SHALL MATCH THE THICKNESS OF THE

EXISTING ASPHALT CONCRETE (FOR BID
PURPOSES ASSUME THE THICKNESS IS 2").

2. PLACE T-STRAP IN A MANNER THAT WILL NOT

RESULT IN CONFLICTS BETWEEN DRIFT PINS AND
NEWLY INSTALLED THROUGH BOLTS. CENTER THE
TOP 2 BOLTS ON THE T-STRAP IN THE MIDDLE OF
THE PILE CAP.

3. PILE BANDING SHALL BE 3/4" WIDE BY 0.030" THICK
316SS WITH AN "EAR-LOKT" BUCKLE, AS
MANUFACTURED BY "BAND-IT" OR APPROVED
EQUAL.

4. REPLACEMENT BATTER PILES SHALL MATCH THE

SLOPE OF THE EXISTING BATTER PILES
(5VERT:3HORIZ NOM).

5. ADD BLOCKING AS NEEDED WHEN INSTALLING 1"
DIA THRU BOLTS. BATTER PILE SHALL BE
CONNECTED TO AT LEAST 2 PLUMB PILES.
1 S5

WHARF FRAMING DETAIL
SCALE: 1 1/2" = 1'-0"
1'-0" 0' 0'-6" 1'-0"
SCALE: 1 1/2" = 1'-0"
0'-6" 0' 0'-3" 0'-6"
SCALE: 3" = 1'-0"
A
- SECTIONSCALE: 1 1/2" = 1'-0"
A
-
(E) STRINGER,

TYP REPLACEMENT

STRINGER

DECKING
AC, SEE NOTE 1

DRIFT PIN, TYP
SEE NOTE 2

PILE BANDING,
SEE NOTE 3
PILE CAP 6" 6" 6" 1'-0"
1" DIA X 18"

BOLTS W/ MI

WASHERS

DECK SCREW,
TYP 5" 2'-0"
1'-8" 2 1/2" 2 1/2"
5" 2 1/2" 9 1/2" 1'-0" 2 1/2"
1/2"
1/2" PL
DRILL 1 1/16"

DIA HOLE
(TOTAL=4)
T-STRAP EA SIDE OF PILE, SEE 2
-
2 - T-STRAP DETAILSCALE: 3" = 1'-0"
3 S5
DOUBLE CAP REPLACEMENT PILE - ALT 1
SCALE: 1" = 1'-0"
4 S5
DOUBLE CAP REPLACEMENT PILE - ALT 2
SCALE: 1" = 1'-0"
5 - ALT DOUBLE CAP T-STRAP DETAILSCALE: 1 1/2" = 1'-0"
2' 0' 2' 4'
SCALE: 1/2'' = 1'-0"

CUT (E) THRU BOLT IF

IT CONFLICTS WITH

REPLACEMENT PILE

REPLACE THRU BOLT IF
(E) THRU BOLT IS CUT
PILE
(E) UPPER PILE CAP
(E) LOWER PILE CAP
(E) UPPER PILE CAP
(E) LOWER PILE CAP

CUT (E) THRU BOLT IF

IT CONFLICTS WITH

REPLACEMENT PILE
ALT T-STRAP EA SIDE OF PILE, SEE 5
-
PILE
1'-8" 5" 3'-0"
2 1/2"
2 1/2"9 1/2" 1'-0" 1'-0"
2 1/2"
1/2" DRILL 1 1/16"

DIA HOLE
(TOTAL=5)
6 S5

BATTER PILE DETAIL
SCALE: 1/2" = 1'-0"
(E) PILE CAP
(E) PILE, TYP
(E) LEDGER
1" DIA THRU BOLTS W/ MI
WASHERS, SEE NOTE 5

REPLACEMENT BATTER
PILE, SEE NOTE 4

DRIFT PIN

DECKING AC

REPLACEMENT

STRINGER

26.121
City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Public Works
SUBJECT: 2024 Citywide Sewer/Storm Drain Lining Project - Authorization to Advertise and Award (PW)
RECOMMENDATION: Motion to approve the plans and specifications for the 2024 Citywide Sewer/Storm Drain Lining Project (c401511), authorize an exemption from local hire requirements, and authorize staff to advertise for bids, and award the contract. The City Manager is hereby authorized and directed to execute the contract in a form approved by the City Attorney. The Director of Public Works is authorized to execute changes orders within the approved project budget.

BACKGROUND: Sewer and storm drain pipelines and manholes are a critical component of the City of Santa Cruz (City) underground infrastructure. A vast amount of the City’s underground infrastructure is reaching the end of their expected service life and require replacement or rehabilitation. The consequences of pipe or manhole failure can be felt immediately in the form of sinkholes and flow blockages. There are additional widespread impacts such as inflow and infiltration that place a costly burden on our wastewater treatment facility to treat additional flow.

DISCUSSION: Newer technology has provided more cost-effective alternatives to the traditional method of digging up and replacing pipe. This project will utilize the cured-in-placepipe (CIPP) method to install approximately 2,541 lineal feet of new pipe inside existing sanitary sewer pipes and 173 lineal feet of new pipe inside existing storm drain pipes. The CIPP method will install a resin infused tube within the host pipe and will then be cured by heated water, essentially providing a new pipe within an existing pipe. CIPP is known as a trenchless rehabilitation method which results in less traffic impacts and disruption to the neighborhood when compared to the traditional open-cut replacement. Nine deteriorated brick manholes, used to access and inspect the pipelines, will be rehabilitated using a spray-applied mortar.

Project locations were selected based on feedback from Public Work’s Wastewater Collections crews who perform regular cleaning and maintenance on the pipelines. The crews discovered significant cracking, pipe failure, and extensive root intrusion at these locations. The work will occur at a total of nine sites across the City; project locations can be viewed in the plans.

The 2024 Citywide Lining Project will restore the City’s underground infrastructure at the project limits. This is considered specialty construction; no local contractors perform this type of work; therefore, staff recommend waiving the local hire requirements.

27.1 Plans and specifications can be found online at:
https://www.cityofsantacruz.com/publicworksprojects
FISCAL IMPACT: The project is estimated to cost $250,000 and is funded in the FY 2025 Wastewater Capital Investment Program (CIP) Sewer System Improvements project (c401511).

There is no impact to the General Fund.

Prepared By:

Cina Seyedkazemi
Assistant Engineer II
Submitted By:

Nathan Nguyen, P.E.

Director of Public Works
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

None.

Plans and specifications can be found online at:
https://www.cityofsantacruz.com/publicworksprojects

27.2 City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Public Works
SUBJECT: 2024 Laurel Street Surface Seal and Striping Project – Authorization to Advertise and Award (PW)
RECOMMENDATION: Motion to:
1) Approve the plans and specifications for the 2024 Laurel Street Surface Seal and Striping Project and authorize staff to advertise for bids and award the contract. The City Manager is hereby authorized and directed to execute an agreement in a form approved by the City Attorney.

The Director of Public Works is authorized to execute change orders within the approved project budget;
2) Adopt a resolution to approve the plans and specifications for the project pursuant to Government Code Section 830.6; and
3) Approve the Laurel Street Surface Seal and Striping Project and find the project exempt under the California Environmental Quality Act.

BACKGROUND: Laurel Street is a minor arterial roadway that connects the Westside and Seabright neighborhoods to downtown and is an important route for pedestrians, bicyclists, transit, and automobiles through the city of Santa Cruz. Over the last few years, the roadway has been impacted by the construction of the Pacific-Front mixed-used development project at 100 Laurel Street and the Pure Water Soquel underground pipeline project between San Lorenzo Boulevard and California Street. With that construction coming to an end, the Public Works Department initiated this effort to knit together the roadway rehabilitation required by both projects.

The 100 Laurel Street project has added a new westbound right turn lane from Laurel Street onto Pacific Avenue and modified the striping along Front Street. That project will resurface the roadway and restripe the full width of both roads in the middle of June. The Pure Water Soquel project was anticipated to resurface half of Laurel Street, over their trench, but the Public Works Department realized an opportunity to rehabilitate the entire width and improve striping for entire roadway to reduce future construction impacts on the already heavily impacted corridor.

Initially, Public Works only intended to improve striping above the Pure Water Soquel trench for a portion of Laurel Street. As required, the Transportation and Public Works Commission reviewed the Laurel Street Vision Zero improvements from California Street to Chestnut Street

28.1 on January 23, 2023. The commission approved the plans and denied the appeal of parking loss along the roadway. On March 14, 2023, the City Council (Council) approved the Laurel Street Vision Zero Striping Improvements Plan between Chestnut Street and Cathcart Street and denied that same parking appeal. As part of that action, Council directed staff to evaluate ways to mitigate the loss of parking on Laurel. The revised design reconfigures parking on Myrtle Street to gain additional spaces, resulting in a net loss of four parking spaces once the project is implemented. Following the Council direction, residents requested crosswalks be added at the intersection with Myrtle Street. Staff evaluated the request and added a crosswalk on the eastern side of the intersection where there were suitable accessible ramps and overhead lighting.

DISCUSSION: The project extends along Laurel Street and has been expanded since it was last presented to Council to improve coordination between the multiple projects along the corridor.

By taking over the project, the City of Santa Cruz can reduce future construction impacts and fully improve the roadway conditions along the corridor. The project includes application of a surface seal and new pavement markings on Laurel Street from Pacific Avenue to 150 feet west of California Street. Additionally, Myrtle Street will be restriped from Maple Street to approximately 300 feet south of Laurel Street to increase parking supply, as directed at a prior Council meeting.

This project will involve a variety of road treatments, including deep lift repair of sections with failed base materials, placement of chip seals with rubberized asphalt binder to act as a StressAbsorbing Membrane Interlayer (SAMI), and placement of Micro-surfacing. This treatment is a cost-effective way to preserve the pavement conditions on the roadway.

The striping between Chestnut Street and Pacific Avenue, outside the scope of the Vision Zero Striping Improvement Plan, has been slightly modified from existing conditions. The on-street parking adjacent to the London Nelson Community Center will be converted into a bus stop.

That will allow the bus to pull to the curb outside the travel lane and not block traffic, as it does now at Center Street. In the block between Chestnut Street and Washington Street, the striping will be modified to accommodate wider bike and parking lanes by reducing the width of the existing travel lanes and reducing conflicts between cyclists and automobiles. That modification will conserve existing parking provided adjacent to the businesses on Laurel Street.

All traffic improvements were designed based on the California Manual on Uniform Traffic Control Devices (CAMUTCD), the National Association of City Transportation Officials (NACTO) Urban Street Design Guide, and Caltrans Standards.

Plans can be found online at: https://www.cityofsantacruz.com/publicworksprojects Policy Support:

The proposed project is in alignment with the General Plan, Climate Action Plan, Active Transportation Plan (project No. 241), and Vision Zero. The General Plan calls for a “citywide interconnected system of safe, inviting, and accessible pedestrian ways and bikeways” (Goal M4) and to “maintain the condition of the existing road system” (M3.2.1) and “…maintain pavement in a condition that keeps maintenance cost to a minimum” (M3.2.6). The Climate Action Plan includes the transportation objective to meet an 80% reduction in greenhouse gas (GHG) emissions by 2050, which will be accomplished largely by providing low-carbon transportation options that rival the efficiency and safety of the automobile. Vision Zero is a

28.2 policy that supports the elimination of all traffic fatalities and severe injuries and supports increasing safe, healthy, and equitable mobility for all.

Design Immunity:

Government Code section 830.6 provides design immunity for public entities and public employees. Prior to the start of construction of the 2024 Laurel Street Rehabilitation and Striping Project, staff is recommending adoption of the attached resolution to ensure that design immunity pursuant to Government Code section 830.6 attaches to this project. Should Council take action to adopt this resolution, it would become effective immediately.

CEQA:

This project is categorically exempt from the California Environmental Quality Act (CEQA) under Public Resources Code section 15301(c)(d): Class 1 Existing Facilities. The notice of exemption will be filed with the California Office of Planning and Research and Santa Cruz County.

FISCAL IMPACT: The project will be funded from Measure H and Measure D in the current FY 2024 Capital Investment Program (CIP) through the City Arterial and Collector Street Reconstruction and Overlay (c400809) fund (Fund 317). The Transportation Development Act (TDA) will also contribute $75,000 to the project. The Pure Water Soquel Project will also contribute its fair share of the striping and resurfacing effort planned for Laurel Street. The total project cost is expected to be $850,000. There is no impact to the General Fund.

Prepared By:

Matt Starkey, P.E.

Transportation Manager
Miguel Lizarraga Associate
Professional Engineer
Submitted By:

Nathan Nguyen, P.E.

Director of Public Works
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. RESOLUTION.DOCX
Plans can be found online at: https://www.cityofsantacruz.com/publicworksprojects

28.3 RESOLUTION NO. NS-XX,XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ APPROVING THE DESIGN AND PLANS FOR THE CONSTRUCTION OF THE 2024 LAUREL STREET

SURFACE SEAL AND STRIPING PROJECT, PURSUANT TO GOVERNMENT CODE SECTION 830.6.

The City Council of the City of Santa Cruz does resolve as follows:

SECTION 1: The City Council finds and declares as follows:

A. City staff has designed and prepared the plans for the 2024 Laurel Street Surface Seal and Striping Project.

B. The City Engineer has approved the completed design and plans for the Project and that construction of the Project may begin;
C. The City Council wishes to obtain the immunities set forth in Government Code §830.6 with regard to the plans and construction of the Project.

SECTION 2: Design Immunity; Authorization.

A. The City Council approves the design and plans for the Project.

B. The design approval set forth in this Resolution occurred before actual work on the Project construction commenced.

C. The approval granted by this Resolution conforms with the City's General Plan.

D. The City Engineer, or designee, is authorized to act on the City's behalf in approving any alterations or modifications of the design and plans approved by this Resolution.

E. The approval and authorization granted by this Resolution is intended to avail the City of the immunities set forth in Government Code §830.6.

SECTION 3: The City Clerk is directed to certify the adoption of this Resolution.

SECTION 4: This Resolution will become effective immediately upon adoption.

28.4 RESOLUTION NO. NS-XX,XXX
2 PASSED AND ADOPTED this 25th day of June, 2024, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: __________________________
Fred Keeley, Mayor
ATTEST: ___________________________
Bonnie Bush, City Clerk Administrator

28.5 City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Public Works
SUBJECT: 2024 Pavement Rehabilitation Project – Authorization to Advertise and Award (PW)
RECOMMENDATION: Motion to:
1) Approve the plans and specifications for the 2024 Pavement Rehabilitation Project (c400809), authorize staff to advertise for bids and award the contract. The City Manager is hereby authorized and directed to execute an agreement in a form approved by the City Attorney.

The Director of Public Works is authorized to execute change orders within the approved project budget;
2) Adopt a resolution to approve the plans and specifications for the project pursuant to Government Code Section 830.6; and
3) Approve the 2024 Pavement Rehabilitation Project and find the project exempt under the California Environmental Quality Act.

BACKGROUND: Public Works implements an asset management approach to maintain and rehabilitate city streets. Criteria including pavement condition and traffic volume are used to prioritize projects. The City of Santa Cruz (City) uses the pavement condition index (PCI) as a pavement condition measurement, which ranges from zero to 100. A newly constructed street will have a PCI of 100, while a failed street will have a PCI of 25 or less. The citywide average PCI is 65. The 2024 pavement rehabilitation includes Escalona Drive, Bay Drive, and Highland Avenue. The project extents are Escalona Drive between Grandview and Bay and between Walnut and Highland, Highland Avenue between Mission and Spring, and Bay Drive between Escalona and Nobel/Iowa. Escalona Dr’s PCI ranges from 13 to 42, and Highland Ave’s PCI ranges from 34 to 45.

DISCUSSION: In addition to paving, the project will enhance safety for all roadway users, including pedestrians and bicyclists. The proposed improvements in the project area (Escalona Dr, Highland Ave, and Bay Dr) include the replacement of non-Americans with Disability Act (ADA) compliant curb ramps with compliant curb ramps, installation of an ADA-compliant sidewalk along the southside Escalona corridor, installation of a protected bike and pedestrian path along northbound Bay Drive, protected bike lane along southbound Bay Drive.

Additionally, replacing deteriorating asphalt pavement and installing new striping will help reduce any potential conflict between motorists, bicyclists, and pedestrians. The striping

29.1 improvements include, but are not limited to, shared lane markings and bike lane buffers where possible.

Schedule: Construction of the concrete flatwork including curb ramps, sidewalks, and curbs will happen between summer and winter 2024. Paving and striping are anticipated to happen in the spring 2025.

The Transportation and Public Works Commission (TPWC) received a presentation on this project at the Commission’s April 15, 2024 meeting. Members of the TPWC and the community provided input on the draft design. Where technically feasible, design adjustments were incorporated into the final design such as additional centerline and outside lane striping, the addition of a crosswalk at Escalona Dr and Hollywood Ave and green bike lane striping at the intersection of High St and Highland Ave. Several suggested revisions were determined to be outside the scope of the project or infeasible. For example, speed bumps were suggested in multiple locations, which is feasible, but the request is initiated through the pilot traffic calming program that ranks, scores, and prioritizes limited funding for traffic calming and safety measures citywide. Public Works staff were asked to consider a street closure at Escalona Dr and Sunny Slopes Ct. The request was evaluated by staff and determined to be infeasible because of the potential traffic impacts to adjacent streets. The TPWC unanimously recommended that the project be advanced for City Council (Council) consideration and approval.

Plans can be found online at: https://www.cityofsantacruz.com/publicworksprojects.

After the TPWC meeting, the project was set to be approved by Council on May 28th. Prior to that Council meeting input from several neighbors was received and the item was delayed allowing for additional outreach. On May 30th, staff met with concerned neighbors from the eastern side of Escalona to review elements of the project. Although not all suggested neighbor changes could be accommodated due to technical and budgetary reasons, the meeting was very productive, and the following features were discussed and where possible incorporated into the project plans.
• The removal of narrow, deficient width bike lanes between Storey St and Highland Ave was accepted with the inclusion of shared lane markings and additional striped curb extensions.
• The addition of shared lane markings for the length of the corridor. • The addition of an uphill buffered bike lane between Peyton Street and ~200 feet west of Sunnyslope Ct was preferred over maintaining a lane of parking. • The addition of edge-line striping from Walnut Ave to ~200 feet west of Sunnyslope Ct to narrow the roadway and enhance delineation between parked cars and the travel lane. • The addition of warning signage between Walnut Ave and Bay Dr to alert motorists that pedestrians and bikes will remain in the roadway where the sidewalk network is incomplete.
• The creation of an “Escalona Greenway” was discussed and understood that the Active Transportation Plan would be a good venue to work on that idea further.

29.2 All traffic improvements were designed based on the California Manual on Uniform Traffic Control Devices (CAMUTCD), the National Association of City Transportation Officials (NACTO) Urban Street Design Guide, and Caltrans Standards.

Plans can be found online at: https://www.cityofsantacruz.com/publicworksprojects.

Design Immunity:

Government Code section 830.6 provides design immunity for public entities and public employees.

Prior to the start of construction of the 2024 Pavement Rehabilitation Project, staff is recommending adoption of the attached resolution to ensure that design immunity pursuant to Government Code section 830.6 attaches to this project. Should Council take action to adopt this resolution, it would become effective immediately.

FISCAL IMPACT: The 2024 Pavement Rehabilitation Project is fully funded in the FY 2025 Capital Investment Program (CIP) City Arterial and Collector Street Reconstruction and Overlay (C400809). The project construction cost, including construction management costs, is estimated at $5,750,000. The project has received state funding allocations of $169,000 from Regional Surface Transportation Program Exchange, $2,772,000 from State Transportation Improvement Program, and $20,000 from Transportation Development Act. The balance of the project will come from $500,000 of Measure H and a combination of Gas Tax and Measure D funds.

Prepared By:

Miguel Lizarraga
Associate Professional
Engineer
Submitted By:

Nathan Nguyen, P.E.

Director of Public Works
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. RESOLUTION.DOCX

29.3 RESOLUTION NO. NS-XX,XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ APPROVING THE DESIGN AND PLANS FOR THE CONSTRUCTION OF THE 2024 PAVEMENT

REHABILITATION (ESCALONA DRIVE, HIGHLAND AVENUE, AND BAY DRIVE), PURSUANT TO GOVERNMENT CODE SECTION 830.6
The City Council of the City of Santa Cruz does resolve as follows:

SECTION 1: The City Council finds and declares as follows:

A. City staff has designed and prepared the plans for the 2024 Pavement Rehabilitation Project (Escalona Dr, Highland Ave, and Bay Dr).

SECTION 2: Design Immunity; Authorization.

A. The City Council approves the design and plans for the Project.

B. The design approval set forth in this Resolution occurred before actual work on the Project construction commenced.

C. The approval granted by this Resolution conforms with the City's General Plan.

D. The City Engineer, or designee, is authorized to act on the City's behalf in approving any alterations or modifications of the design and plans approved by this Resolution.

E. The approval and authorization granted by this Resolution is intended to avail the City of the immunities set forth in Government Code §830.6.

SECTION 3: The City Clerk is directed to certify the adoption of this Resolution.

SECTION 4: This Resolution will become effective immediately upon adoption.

29.4 RESOLUTION NO. NS-XX,XXX
2 PASSED AND ADOPTED this 25th day of June, 2024, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: __________________________
Fred Keeley, Mayor
ATTEST: ___________________________
Bonnie Bush, City Clerk Administrator

29.5 3
Lindsay Nelson
From: Greg Larson <[email protected]>
Sent: Friday, May 24, 2024 10:50 AM
To: City Council
Cc: Nathan Nguyen; Matt Huffaker
Subject: 5/28 Council - Item 15 - Pavement Rehabilitation - Escalona from Highland to Bay Mayor, Vice Mayor, and City Council,
I am writing on behalf of many Escalona neighbors from Highland to Bay regarding Consent Calendar Item 15.

We have spoken previously to many of you about the long-standing pedestrian and bicycle safety issues on our blocks and have tried working with staƯ on these issues for several years. Most recently we submitted a number of requests repeatedly in writing and at the Transportation and Public Works Commission related to the Proposed Pavement Rehabilitation Project. Before voting unanimously to forward the repaving project to the City Council, the Commission and our neighbors were assured publicly by City staƯ that our neighborhood requests would be fully considered. However, the staƯ report that was just posted does not address many of the requests we made and we have been informed that the City staƯ who could answer our questions or provide additional information has been out all week and is not available until the day of the Council meeting.

We are requesting that the City Council pull Item 15 from the Consent calendar and direct the following as part of the approval of the Pavement Rehabilitation Project:

DIRECTLY AS PART OF THE REPAVING PROJECT:
1) Retain, don’t eliminate, the EXISTING bike lanes from Highland to Storey; 2) Add bike lanes from Storey to Peyton since the road width is the same as from Highland to Storey; 3) Add bicycle sharrows from Peyton to Walnut as is being done elsewhere as part of the repaving project; and 4) Add “bulb outs” on each side of the unprotected crosswalk at the top of Kirby as is being done elsewhere on Escalona.

DIRECTLY RELATED TO THE REPAVING PROJECT:
5) Add bicycle sharrows from Walnut to Bay;
6) Add signage as suggested by City staƯ regarding pedestrians in the roadway from Walnut to Bay; and 7) Add speed humps and other traƯic calming on all of Escalona.

Some neighbors are concerned that this may in some way impact the evaluation of our traƯic calming requests as part of the current competitive funding process. However, I have tried to explain that would be both unlikely and unethical based on my prior experience as a city manager for three cities (Los Gatos, Cupertino and Milpitas) and as a department director in three other cities (San Jose, Scottsdale and Santa Cruz).

As a reminder, Escalona is designated as a bike route in the City’s transportation plans. However, Escalona from Highland to Bay is the only street of all the ones immediately perpendicular to or parallel with Escalona that does not have at least two of the following bicycle and pedestrian safety features: speed humps, bike lanes, continuous sidewalks, sharrows, or standard roadway widths. In fact, Escalona from Highland to Storey does not have even one of these essential safety features despite the high volumes of pedestrians and cyclists in the roadway with sometimes speeding vehicles.

Thank you very much for your consideration.

Greg Larson and Eileen Beaudry

29.6 4
Val Cole
Drew and Edith Meyer
Scott Rogers
Jesse Cunha
and many more

29.7 1
Lindsay Nelson
From: Burn, John <[email protected]>
Sent: Friday, May 24, 2024 12:27 PM
To: City Council; Fred Keeley; Renee Golder; [email protected]; Martine Watkins; Shebreh Kalantari-Johnson; Sonja Brunner; Sandy Brown
Subject: Escalona Bicycle and Pedestrian Safety
Dear Mayor, Vice Mayor, and City Council Members,
I am wriƟng about Agenda Item 15 on Tuesday’s Council meeƟng.

I am concerned about the long-standing pedestrian and bicycle safety issues on Escalona and our neighborhood has tried working with staff on these issues for several years. Most recently, our neighborhood representaƟves submiƩed a number of requests repeatedly in wriƟng and at the TransportaƟon and Public Works Commission related to the Proposed Pavement RehabilitaƟon Project. Before voƟng unanimously to forward the repaving project to the City Council, the Commission and our neighbors were assured publicly by City staff that our neighborhood requests would be fully considered. However, the staff report that was just posted does not address many of the requests we made and we have been informed that the City staff who could answer our quesƟons or provide addiƟonal informaƟon has been out all week and is not available unƟl the day of the Council meeƟng.

We are requesƟng that the City Council pull Item 15 from the Consent calendar and direct the following as part of the approval of the Pavement RehabilitaƟon Project:

DIRECTLY RELATED TO THE REPAVING PROJECT:
5) Add bicycle sharrows from Walnut to Bay (for conƟnuing cyclist safety); 6) Add signage as suggested by City staff regarding pedestrians in the roadway from Walnut to Bay (given the lack of conƟnuous sidewalks on either side of the street); and
7) Add speed humps and other traffic calming on all of Escalona from Highland to Bay (as exist on most of the perpendicular or parallel streets).

Some neighbors are concerned that this may in some way impact the evaluaƟon of our traffic calming requests as part of the current compeƟƟve funding process. However, neighbor Greg Lars has explained that would be both unlikely and unethical based on his prior experience as a city manager for three ciƟes (Los Gatos, CuperƟno and Milpitas) and as a department director in three other ciƟes (San Jose, ScoƩsdale and Santa Cruz).

As a reminder, Escalona is designated as a bike route in the City’s transportaƟon plans. However, Escalona from Highland to Bay is the only street of all the ones immediately perpendicular to or parallel with Escalona that does not have at least two of the following bicycle and pedestrian safety features: speed humps, bike lanes, conƟnuous sidewalks, sharrows, or wider roadway widths. In fact, Escalona from Highland to Bay does not have even one of these essenƟal safety features despite the high volumes of pedestrians and cyclists in the roadway with someƟmes speeding vehicles.

Thank you very much for your consideraƟon

29.8 2
John H. Burn - 105 Sunnyslopes Court, Santa Cruz, CA 95060 (he/him/his)
Teacher, Director of Bands and Orchestra Homestead High School Music Department Lead, Homestead High School Pastpresident, CMEA - California Music Educators AssociaƟon Past-president, CBDA - California Band Directors AssociaƟon

29.9 1
Lindsay Nelson
From: Greg Larson <[email protected]>
Sent: Friday, May 24, 2024 2:07 PM
To: City Council
Subject: FW: 5/28 Council - Item 15 - Pavement Rehabilitation - Escalona from Highland to Bay For those of you who have already responded to our emails this morning – THANK YOU SO MUCH!! I did want to let you know that our District Councilmember, Scott Newsome, called to let us know that staƯ will be continuing the item to give staƯ time to follow-up with the neighborhood.

Greg Larson
408-761-1326
From: Greg Larson <[email protected]>
Sent: Friday, May 24, 2024 10:50 AM
To: '[email protected]' <[email protected]> Cc: '[email protected]' <[email protected]>; '[email protected]' <[email protected]>
Subject: 5/28 Council - Item 15 - Pavement Rehabilitation - Escalona from Highland to Bay Mayor, Vice Mayor, and City Council,
I am writing on behalf of many Escalona neighbors from Highland to Bay regarding Consent Calendar Item 15.

We are requesting that the City Council pull Item 15 from the Consent calendar and direct the following as part of the approval of the Pavement Rehabilitation Project:

29.10 2
Some neighbors are concerned that this may in some way impact the evaluation of our traƯic calming requests as part of the current competitive funding process. However, I have tried to explain that would be both unlikely and unethical based on my prior experience as a city manager for three cities (Los Gatos, Cupertino and Milpitas) and as a department director in three other cities (San Jose, Scottsdale and Santa Cruz).

Thank you very much for your consideration.

Greg Larson and Eileen Beaudry
Val Cole
Drew and Edith Meyer
Scott Rogers
Jesse Cunha
and many more

29.11 3
Lindsay Nelson
From: [email protected]
Sent: Friday, May 24, 2024 2:15 PM
To: City Council
Subject: Tuesday's Council meeting Agenda Item 15
Mayor, Vice Mayor, and City Council,
We are writing about Agenda Item 15 on Tuesday’s Council meeting.

We live on Escalona Drive between Laura and Van Ness. We are very concerned about pedestrian and bike safety along our road. It is not if an accident will occur it is when, it is just a matter of time. Cars are driving way to fast down this street ignoring the 25 mile per hour speed limit and more often than not not adhering to the stop signs. Escalona Drive seems to have become a fast short cut through our residential area.

Most recently, our neighborhood representatives submitted a number of requests repeatedly in writing and at the Transportation and Public Works Commission related to the Proposed Pavement Rehabilitation Project. Before voting unanimously to forward the repaving project to the City Council, the Commission and our neighbors were assured publicly by City staff that our neighborhood requests would be fully considered. However, the staff report that was just posted does not address many of the requests we made and we have been informed that the City staff who could answer our questions or provide additional information has been out all week and is not available until the day of the Council meeting.

We are requesting that the City Council pull Item 15 from the Consent calendar and direct the following as part of the approval of the Pavement Rehabilitation Project:

DIRECTLY AS PART OF THE REPAVING PROJECT:
1) Retain, don’t eliminate, the EXISTING bike lanes from Highland to Storey; 2) Add bike lanes from Storey to Peyton since the road width is the same as from Highland to Storey;
3) Add bicycle sharrows from Peyton to Walnut as is being done elsewhere as part of the repaving project; and
4) Add “bulb outs” on each side of the unprotected crosswalk at the top of Kirby as is being done elsewhere on Escalona.

DIRECTLY RELATED TO THE REPAVING PROJECT:
5) Add bicycle sharrows from Walnut to Bay (for continuing cyclist safety); 6) Add signage as suggested by City staff regarding pedestrians in the roadway from Walnut to Bay (given the lack of continuous sidewalks on either side of the street); and 7) Add speed humps and other traffic calming on all of Escalona from Highland to Bay (as exist on most of the perpendicular or parallel streets).

Some neighbors are concerned that this may in some way impact the evaluation of our traffic calming requests as part of the current competitive funding process. However, neighbor Greg Lars has explained that would be both unlikely and unethical based on his prior experience as a city manager for three cities (Los Gatos, Cupertino and Milpitas) and as a department director in three other cities (San Jose, Scottsdale and Santa Cruz).

As a reminder, Escalona is designated as a bike route in the City’s transportation

29.12 4
plans. However, Escalona from Highland to Bay is the only street of all the ones immediately perpendicular to or parallel with Escalona that does not have at least two of the following bicycle and pedestrian safety features: speed humps, bike lanes, continuous sidewalks, sharrows, or wider roadway widths. In fact, Escalona from Highland to Bay does not have even one of these essential safety features despite the high volumes of pedestrians and cyclists in the roadway with sometimes speeding vehicles.

Thank you
Kenny & Jo Stephenson

29.13 1
Lindsay Nelson
From: Zack Fusari <[email protected]>
Sent: Friday, May 24, 2024 7:25 PM
To: City Council
Subject: Item 15 for 5/28
Dear Mayor, and honorable members of City Council,
I am writing regarding Agenda Item 15 for the upcoming Council meeting on Tuesday.

I am concerned about the ongoing pedestrian and bicycle safety issues on Escalona. Our neighborhood has been working with staff on these issues for several years. Recently, our neighborhood representatives submitted multiple requests in writing and at the Transportation and Public Works Commission concerning the Proposed Pavement Rehabilitation Project. The Commission and our neighbors were assured by City staff that our requests would be fully considered before the repaving project was forwarded to the City Council. However, the recently posted staff report does not address many of our requests, and the City staff who could provide answers or additional information have been unavailable all week and will not be available until the day of the Council meeting.

We are asking the City Council to remove Item 15 from the Consent calendar and to include the following directives as part of the approval of the Pavement Rehabilitation Project:

DIRECTLY AS PART OF THE REPAVING PROJECT:
1) Retain the existing bike lanes from Highland to Storey; 2) Add bike lanes from Storey to Peyton, as the road width is the same as from Highland to Storey; 3) Add bicycle sharrows from Peyton to Walnut, as is being done elsewhere as part of the repaving project; and
4) Add “bulb outs” on each side of the unprotected crosswalk at the top of Kirby, as is being done elsewhere on Escalona.

DIRECTLY RELATED TO THE REPAVING PROJECT:
5) Add bicycle sharrows from Walnut to Bay to ensure cyclist safety; 6) Add signage regarding pedestrians in the roadway from Walnut to Bay, as suggested by City staff, due to the lack of continuous sidewalks; and
7) Add speed humps and other traffic calming measures on all of Escalona from Highland to Bay, similar to those on most of the perpendicular or parallel streets.

Some neighbors are concerned that this may impact the evaluation of our traffic calming requests in the current competitive funding process. However, neighbor Greg Lars has explained that this is both unlikely and unethical based on his prior experience as a city manager for three cities (Los Gatos, Cupertino, and Milpitas) and as a department director in three other cities (San Jose, Scottsdale, and Santa Cruz).

As a reminder, Escalona is designated as a bike route in the City’s transportation plans. However, Escalona from Highland to Bay is the only street among those immediately perpendicular to or parallel with it that does not have at least two of the following bicycle and pedestrian safety features: speed humps, bike lanes, continuous sidewalks, sharrows, or wider roadway widths. In fact, Escalona from

29.14 2
Highland to Bay does not have even one of these essential safety features despite the high volumes of pedestrians and cyclists on the road with often speeding vehicles.

Thank you very much for your consideration.

29.15 3
Lindsay Nelson
From: Lara Isaacson <[email protected]>
Sent: Sunday, May 26, 2024 12:02 PM
To: City Council
Subject: More Bike Lanes, Safer Streets
Dear Mayor, Vice Mayor, and City Council,
I am writing about Agenda Item 15 on Tuesday’s Council meeting. I walk my dog on Escalona often and my family lives just a block away. This is a vibrant street with many cars, lots of UCSC cross traffic, bikes, and pedestrians. It's currently the safest most direct route for many car-free folks who need to go up Mission, but it could be a lot better. Cars currently go too fast and could be encouraged by infrastructure to go more slowly, protecting people, animals, and even cars from accidents. We need it to be a complete street, with green bike lanes and speed humps as detailed below.

Please pull Item 15 from the Consent calendar and direct the following as part of the approval of the Pavement Rehabilitation Project:

INCLUDE IN REPAVING:
1) Retain the existing bike lanes from Highland to Storey 2) Add bike lanes (preferably green ones) from Storey to Peyton 3) Add “bulb outs” on each side of the unprotected crosswalk at the top of Kirby RELATED TO REPAVING:
5) Add bicycle sharrows from Walnut to Bay
6) Add signage regarding pedestrians in the roadway from Walnut to Bay (given the lack of sidewalks) 7) Add speed humps on all of Escalona from Highland to Bay Escalona is designated as a bike route in the City’s transportation plans, yet from Highland to Bay doesn't have any complete street features. Let's do this properly while repaving rather than having to return in the near future which would likely increase material, labor, and equipment costs.

Thank you in advance for supporting more sustainable and people-friendly streets, Lara

29.16 1
Lindsay Nelson
From: Tom Kerr <[email protected]>
Sent: Monday, May 27, 2024 9:07 PM
To: City Council
Subject: Escalona road project
Mayor, Vice Mayor, and City Council,
I am writing about Agenda Item 15 on Tuesday’s Council meeting.

I am concerned about the long-standing pedestrian and bicycle safety issues on Escalona and our neighborhood has tried working with staff on these issues for several years. Most recently, our neighborhood representatives submitted a number of requests repeatedly in writing and at the Transportation and Public Works Commission related to the Proposed Pavement Rehabilitation Project. Before voting unanimously to forward the repaving project to the City Council, the Commission and our neighbors were assured publicly by City staff that our neighborhood requests would be fully considered. However, the staff report that was just posted does not address many of the requests we made and we have been informed that the City staff who could answer our questions or provide additional information has been out all week and is not available until the day of the Council meeting.

We are requesting that the City Council pull Item 15 from the Consent calendar and direct the following as part of the approval of the Pavement Rehabilitation Project:

DIRECTLY AS PART OF THE REPAVING PROJECT:
1) Retain, don’t eliminate, the EXISTING bike lanes from Highland to Storey; 2) Add bike lanes from Storey to Peyton since the road width is the same as from Highland to Storey; 3) Add bicycle sharrows from Peyton to Walnut as is being done elsewhere as part of the repaving project; and
4) Add “bulb outs” on each side of the unprotected crosswalk at the top of Kirby as is being done elsewhere on Escalona.

As a reminder, Escalona is designated as a bike route in the City’s transportation plans. However,

29.17 2
Escalona from Highland to Bay is the only street of all the ones immediately perpendicular to or parallel with Escalona that does not have at least two of the following bicycle and pedestrian safety features:
speed humps, bike lanes, continuous sidewalks, sharrows, or wider roadway widths. In fact, Escalona from Highland to Bay does not have even one of these essential safety features despite the high volumes of pedestrians and cyclists in the roadway with sometimes speeding vehicles.

Thank you very much for your consideration.

Tom Kerr
Santa Cruz Westside Homeowner

29.18 3
Lindsay Nelson
From: J Patrick <[email protected]>
Sent: Tuesday, May 28, 2024 8:28 PM
To: City Council
Subject: Make Cycling and Walking a priority
Mayor, Vice Mayor, and City Council,
I am writing about Agenda Item 15 on Tuesday’s Council meeting.

I am concerned about the long-standing pedestrian and bicycle safety issues on Escalona and our neighborhood has tried working with staff on these issues for several years. Most recently, our neighborhood representatives submitted a number of requests repeatedly in writing and at the Transportation and Public Works Commission related to the Proposed Pavement Rehabilitation Project. Before voting unanimously to forward the repaving project to the City Council, the Commission and our neighbors were assured publicly by City staff that our neighborhood requests would be fully considered. However, the staff report that was just posted does not address many of the requests we made and we have been informed that the City staff who could answer our questions or provide additional information has been out all week and is not available until the day of the Council meeting.

We are requesting that the City Council pull Item 15 from the Consent calendar and direct the following as part of the approval of the Pavement Rehabilitation Project:

As a reminder, Escalona is designated as a bike route in the City’s transportation plans. However, Escalona from Highland to Bay is the only street of all the ones immediately perpendicular to or parallel with Escalona that does not have at least two of the following bicycle and pedestrian safety features: speed humps, bike lanes, continuous sidewalks, sharrows, or wider roadway widths. In fact, Escalona from Highland to Bay does not have even one of these essential safety features despite the high volumes of pedestrians and cyclists in the roadway with sometimes speeding vehicles.

Thank you very much for your consideration

29.19 4
JPM
Sent from my fancy tech thingie.

29.20 1
Lindsay Nelson
From: Greg Larson <[email protected]>
Sent: Friday, June 21, 2024 7:53 PM
To: City Council
Cc: TPWC; Matt Huffaker; Nathan Nguyen; Matt Starkey; Kevin Crossley; Claire Gallogly; Miguel Lizarraga Subject: 6/25/24 Council - Consent Item #29 - Pavement Rehabilitation Project Importance: High
Mayor and Council,
First, many thanks to Mayor Keeley, Councilman Newsome and City staƯ for continuing this item when it was on your May agenda, and to the other Councilmembers who reached out regarding our neighborhood’s concerns about this project as originally proposed, as well as the hundreds of neighbors and other residents who wrote in or signed our petitions.

Second, many thanks to Matt Starkey and the other City staƯ who have met and discussed this project with us, and are now proposing many of the bicycle and pedestrian safety improvements that we believe are necessary for the mile-long stretch of Escalona from Highland to Bay, including:
 Retention and extension of wider and safer bike lanes from Highland to Peyton;  Addition of an uphill bike lane on westbound Escalona from Peyton to the top of the hill;  Addition of “sharrows” and other signage from Peyton to Bay where neither bike lanes nor continuous sidewalks exist;
 A more clear delineation of vehicular travel lanes and center lines;  Enhanced intersection visibility and narrowing;
 ADA compliant intersection curb and driveway cuts;
 Long-term planning for filling in the many sidewalk gaps that exist from Peyton to Bay; and  Future consideration of additional public safety improvements, greenways, and/or speed humps.

We are also pleased that City staƯ have agreed to work with nearby neighbors on possible increased visibility for the north side of the unprotected crosswalk at Kirby that was the site of a recent single-driver yet multi-vehicle accident; we understand and accept that no decisions or commitments on further changes have been made, but will be assessed during the course of the project as within staƯ’s authority.

Nonetheless, we still do have several neighbors who believe the proposed six foot new sidewalks segments are larger, more expensive, and more impactful to their properties than need be given that all adjacent, connecting and nearby sidewalks are only four to four-and-a-half feet wide, not including planting strips. We do not believe the wider sidewalks will serve any substantive beneficial purpose given the adjacent constrictions, and it us unlikely that the greater width can be achieved over the balance of Escalona given the hillside contours of our neighborhood street. We would request that the City ask the grant funder if they would accept the matching narrower sidewalk widths even though they do not meet current sidewalk standards.

In closing, thank you again for your service and leadership, and for empowering the supportive City staƯ team that serves all of us so well.

Greg Larson
Cofounder of both the Lower Escalona Neighborhood and the Santa Cruz Dads Group Retired city manager of Los Gatos, Cupertino and Milpitas Former San Jose deputy city manager, budget director, and first environmental services director Former Community Development Director of Scottsdale, Santa Cruz, and Gilroy Past president of United Way Silicon Valley and former California Chief Deputy Controller

29.21 City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Public Works
SUBJECT: Memorandum of Understanding with County of Santa Cruz for Edible Food Recovery Support Services (PW)
RECOMMENDATION: Motion authorizing the City Manager to execute a Memorandum of Understanding (MOU) in a form approved by the City Attorney with County of Santa Cruz for Edible Food Recovery Support Services.

BACKGROUND: Food recovery means collecting edible food that would otherwise go to waste and redistributing it to feed people in need. In 2016, the California Legislature passed SB 1383, the Short-lived Climate Pollutants Act, aimed at reducing disposal of organic materials.

Recently, the City of Santa Cruz (City) was awarded $171,801 in CalRecycle grant funds geared toward organic reductions. As part of this most recent grant, there is an expectation that some of the funds should be targeted toward edible food recovery activities.

DISCUSSION: Each city and county are required, under SB 1383, to divert edible food to feed people in need, assess capacity levels, support food recovery organizations, conduct education on food recovery and document compliance activities. Edible food recovery is not one of the City’s current functions, and operationally it is more efficiently accomplished on a regional basis. A Technical Advisory Committee formed of local agencies, determined a combined effort would be the best approach. Under this concept, the County of Santa Cruz (County) would solicit bids to local food recovery service provider to supply the expertise and resources to perform this type of work. The County would manage the master contract and then bill each of the individual partner cities for the work provided, through a Memorandum of Understanding (MOU).

The cities would share the costs of the contract based on their percentage of population. The Cityshare would be 21.5% of the contract for an estimated $56,156 of the allotted grant funding.

This MOU is similar to several other agreements in place, such as Household Hazardous Waste, which allow the City to partner with other entities to provide superior regional services. The resulting food recovery services will not only help our community meet our SB 1383 compliance requirements, but more importantly help expand edible food recovery opportunities in the region.

HEALTH IN ALL POLICIES: This agreement supports the City’s Health in All Policies, specifically the Climate Action Plan’s Action Measures W3.1 Food Waste Prevention and W3.6 Edible Food Recovery Program. Both measures support sustainability and equity through partnerships that work to alleviate food insecurity.

30.1 FISCAL IMPACT: The MOU and subsequent partnership contract is fully funded through the CalRecycle grant. There is no impact to the General Fund.

Prepared By:

Bob Nelson
Resource Recovery
Operations Manager
Submitted By:

Nathan Nguyen, P.E.

Director of Public Works
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. DRAFT-MEMORANDUM OF UNDERSTANDING.DOCX

30.2 1

MEMORANDUM OF UNDERSTANDING

SANTA CRUZ COUNTYWIDE EDIBLE FOOD RECOVERY SERVICE AGREEMENT This Memorandum of Understanding (MOU) to support cooperative edible food recovery projects is effective July 1, 2024, made by and between the County of Santa Cruz (“County”) and the Cities of Capitola, Scotts Valley, Santa Cruz, and Watsonville for the purpose of entering into an agreement to fund a countywide Edible Food Recovery Service Agreement (“Service Agreement”) to comply with the requirements of State law under Senate Bill 1383 (SB 1383). The Cities of Capitola, Scotts Valley, Santa Cruz, and Watsonville, and County may be identified individually as “Partner” or collectively as “Partners.”

RECITALS
WHEREAS, SB 1383 requires the Partners to plan for, support, and accurately report countywide edible food recovery capacity; and
WHEREAS, SB 1383 requires the Partners to educate Food Recovery Organizations and Edible Food Generators about edible food recovery requirements and to annually collect and report information to CalRecycle; and
WHEREAS, the Partners have a mutual interest in the efficient countywide implementation of edible food recovery programs to meet SB 1383 ensure adequate food recovery capacity; and WHEREAS, the Partners have each received SB 1383 Local Assistance Grant funds from CalRecycle to support the implementation of SB 1383 within their local jurisdictions; and WHEREAS, CalRecycle SB 1383 Local Assistance Grant fund reporting requires a Service Agreement with the Service Agreement contractor (“Contractor”) and a Memorandum of Understanding between the Partners to certify valid expenses; and WHEREAS, the Partners have determined that there will be mutual benefits to cooperatively engaging in a Service Agreement to hire a Contractor and share costs to support cooperative SB 1383 programs; and
WHEREAS, the Partners have agreed to support the Edible Food Recovery Service Agreement by contributing a portion of their SB 1383 CalRecycle Local Assistance Grant to the County, as lead jurisdiction, according to their population based on CalRecycle’s jurisdictional procurement targets; and
WHEREAS, the Partners wish to make clear their respective roles and responsibilities relating to the Service Agreement.

AGREEMENT
NOW THEREFORE, the Partners incorporate the above Recitals and agree as follows:

1. The County of Santa Cruz will act as the lead jurisdiction on behalf of the Partners and hold the Service Agreement with the Contractor selected by the County of Santa Cruz. The Contractor shall be under the control and authority of the County. The Contractor will be selected in consultation with and written approval from all Partners.

30.3 2

2. The Partners will contribute to a not-to-exceed cost of $250,000 for a two-year Service Agreement, to retain said Contractor based on the funding commitments shown in Table 1, which are reflective of each jurisdiction’s relative population as calculated based on CalRecycle’s SB 1383 jurisdictional procurement targets. The surplus of $11,115 includes grant funds committed to purchase and pay set up fees for the countywide Careit App subscription over the two-year SB 1383 Local Assistance Grant cycle (FY 2025-FY 2026).

Table 1: Cost Sharing by Population
Based on CalRecycle’s Jurisdictional Procurement Targets Jurisdiction Cost Share (over two years) Percentage Share Capitola $10,091 3.86%
Santa Cruz $56,156 21.51%
Scotts Valley $11,755 4.50%
Watsonville $51,366 19.67%
Unincorporated County $131,747 50.46%
Total $261,115 100.00%

3. The Partners agree this cost allocation set forth in Table 1 will only be used for the purposes of distributing the costs outlined in this Memorandum of Understanding, including the Service Agreement Scope of Work (“Scope”) outlined in Attachment A and purchase and set up fees for the countywide Careit App subscription over the FY 2024- FY 2026 SB 1383 .

This allocation will not be used as a precedent, or to bind any of the Partners in any way, in cost sharing arrangements for any future cooperative waste management activities.

4. The Partners developed the Scope to increase countywide program consistency to benefit regulated businesses and food recovery organizations operating in various jurisdictions within Santa Cruz County and to reduce program costs for the individual jurisdictions by developing shared SB 1383 program components and implementation materials:

5. The County of Santa Cruz, Recycling and Solid Waste Services Section will be the primary entity responsible for the administrative management of the Service Agreement to oversee deliverables, approve invoices and provide billing information to partner jurisdictions.

6. The County of Santa Cruz will provide regular written reports to each Partner, at least quarterly, through billing and email updates to ensure compliance with the Scope. Any Partner may request specific information from County related to this MOU and the Service Agreement or a meeting with the County to discuss the Scope or any related deliverable under the SB 1383 Edible Food Recovery Service Agreement.

30.4 3

7. Recordkeeping and Audit.

7.1 The County must keep accurate records relating to the Service Agreement in a manner consistent with applicable state and/or federal laws and regulations.

7.2 Any and all records pertaining to the Service Agreement shall be readily available for examination and audit by any Partner. All such records shall be maintained until audits and examinations are completed and resolved, or for a period of three (3) years after the termination of this MOU, whichever is sooner.

8. Insurance and Indemnification.

8.1 Each party (“Indemnitor”) to this MOU agrees to defend, indemnify, and hold harmless the other parties to this MOU, and the other parties’ respective officials, officers, employees, and volunteers (“Indemnitees”) from any claims, demands, damages, and liability of any kind or nature, including attorneys’ fees and costs, but only in proportion to and to the extent that any such liability imposed on the Indemnitees is proximately due to the negligent acts or omissions of the Indemnitor, its officials, officers, employees, volunteers, invitees, or others under Indemnitor’s control or authority relating to this MOU.

8.2 Each Partner represents and warrants that it is insured to honor its respective indemnification obligations provided herein and that the indemnifying Partner’s insurance coverage shall be the primary insurance as respects the other Partners.

9. Amendment. This MOU may not be amended or modified in any respect except by written instrument duly executed by each Partner.

10. No Agency. It is understood that each of the Partners operate independently from one another and cannot enter into agreements or contracts as agents of the other. It is expressly understood and agreed that none of the Parties are in any way or for any purpose an agent of each other related to this MOU or the Service Agreement.

11. No Assignment. No party to this MOU can assign any portion of this MOU without the other Partners' prior written consent, unless otherwise stated herein.

12. Entire Agreement. This MOU contains the entire agreement of the Partners and each Partner acknowledges there were no other oral agreements, representations, warranties or statements of fact made prior to or at the time of the signing of this MOU.

13. Severability. If any term or provision of this MOU is declared invalid or unenforceable by a court of competent jurisdiction, the remaining provisions shall remain in full force and effect.

14. Waiver. Waiver by any Partner of any portion of this MOU shall not constitute a waiver of the same or any other portion hereof.

30.5 4

15. Governing Law. This MOU shall be governed by and interpreted in accordance with California law.

16. Notices. If either party shall desire or is required to give notice to the other such notice shall be given in writing, via email:

To COUNTY:
[name/title]
[address]
[phone]
[email]
To CAPITOLA:
[name/title]
[address]
[phone]
[email]
To SANTA CRUZ:
[name/title]
[address]
[phone]
[email]
To SCOTTS VALLEY:
[name/title]
[address]
[phone]
[email]
To WATSONVILLE:
[name/title]
[address]
[phone]
[email]
Changes to the above information shall be given to the other party in writing ten (10) business days before the change is effective.

17. Counterparts. This MOU may be executed in counterparts, and when each party has signed and delivered at least one such counterpart, each one shall be deemed an original and, when taken together with other signed counterparts, shall constitute one agreement, which shall be binding on and effective regarding all parties. Facsimile and scanned signatures have the same force and effect as original signatures.

IN WITNESS WHEREOF, the parties execute this MOU as of the dates below:

30.6 COUNTY OF SANTA CRUZ Approved as to form:

By: __________________________________________
__________________________________________
County Counsel
Its: __________________________________________
Date: __________________________________________
CITY OF CAPITOLA Approved as to form:

By: __________________________________________
__________________________________________
City Attorney
Its: __________________________________________
Date: __________________________________________
CITY OF SANTA CRUZ Approved as to form:

By: __________________________________________
__________________________________________
City Attorney
Its: __________________________________________

30.7 Date: __________________________________________
CITY OF WATSONVILLE Approved as to form:

By: __________________________________________
__________________________________________
Its: __________________________________________
Date: __________________________________________

30.8 Attachment A
Scope of Work
A. Food Recovery Capacity Planning
 Survey known Food Recovery Organizations (FROs) operating within Santa Cruz County
 Develop survey in collaboration with local jurisdictions to include at minimum:
 Current collection capacity (by weight/meals).
 Current distribution capacity (by weight/meals).
 Desire to expand food recovery and distribution capacity (yes/no).  Equipment/personnel needed to maintain/expand services.  Work with Santa Cruz County local jurisdictions to complete other components of SB 1383 Food Recovery Capacity Planning Report.  Provide survey data and brief summary report to Santa Cruz County by July 24, 2024.

B. Food Recovery Information Collection:
 Name, Location, and Contact Information for all known food recovery. organizations and services operating within Santa Cruz County.  Annual amount of food collected from Food Generators by donor location/jurisdiction
 Annual food recovery capacity (if greater than annual amount of food collected).
 Annual amount of food delivered to food recipients by local jurisdiction.  Maintain Accurate Edible Food Recovery Agreement Records with Tier 1 and Tier 2 Food Generators to document SB 1383 local contract compliance.  Name, Location, and Contact Information for Tier 1 and Tier 2 Food Generators.  Onboarding and coordination of Tier 1 and Tier 2 Food Generators  Work with local jurisdictions to identify and onboard new Food Generators.
 Meet with SB 1383 food donors to increase food recovery opportunities.

C. Annual CalRecycle Food Recovery Data Report to each of five (5) local jurisdictions within the county
 Provide brief edible food recovery report to each jurisdiction for each calendar year by June 15 for submission by local jurisdictions as part of CalRecycle’s Electronic Annual Report (EAR) including:
 Pounds of estimated or weighed recovered food for the preceding calendar year.
 Help jurisdiction to clarify list of and quantify total of all Tier 1 & 2 Food Generators.
 Support the identification and quantity of Food Recovery Organizations and Services located within each jurisdiction.
 Report number of food recovery education notices print, electronic, direct contact, and others distributed by CONTRACTOR to FROs and Tier 1 & 2 Food Generators for the calendar year.
 Support local jurisdictions to clarify quantity and location of food recovery violations within the year by Tier 1 & 2 Food Generators, FROs, and Food Recovery Services.

30.9  Report numbers of complaints and follow up at Food Recovery Organizations and Services, Tier 1 & 2 Food Generators.  Deliver brief edible food recovery report to lead contact at each of the five (5) local jurisdictions.

D. Support Food Recovery Organization Collection and Record Keeping:
 Provide record keeping training to Food Recovery Organizations.  Provide scales to record pounds of donated food.
 Provide temperature regulating equipment to hold food at temperature during transit.

E. Prepared Food Handling Methods:
 Work with Food Recovery Organizations to build capacity for Tier 2 food recovery:
 Establish edible food quality acceptance standards and empower edible Food Recovery Organizations to accept or reject prepared edible food based on these standards.
 Collaborate with County Environmental Health or other food safety lead agency/ies to develop accepted best practices in safe food handling.  Prepare/distribute bilingual (Spanish/English) food safety training materials (available on website and printed)
 Prepare and present in-person bilingual (Spanish/English) food safety training for FROs and/or Tier 1 & 2 Food Generators (twice per year as needed)
F. Prepare bilingual (Spanish/English) SB 1383 educational outreach materials.  Food Recovery Organizations and services outreach
 SB 1383 food recovery reporting when contracts are held directly with Food Generators.
 School education and outreach
 Food donation Tier 2 requirements
 Contract and record keeping responsibilities.
 Food Generating Business education and outreach.
 SB1383 donation requirements
 Donate maximum amount of edible food
 No intentional edible food spoilage
o Good Samaritan Act protections
G. Implement Countywide Use of Edible Food Recovery Software  Assist with implementation of “Careit App” to simplify SB 1383 record keeping and enhance communications between edible Food Generators, Food Recovery Organizations, and local jurisdictions.
o Introduce app to Food Generators and Food Recovery Organizations during outreach, training, education, and reporting tasks.

30.10 City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Public Works
SUBJECT: Santa Cruz Resource Recovery Facility Appliance Recycler Services Contract - Authorization to Advertise and Award (PW)
RECOMMENDATION: Motion to approve the specifications for the Santa Cruz Resource Recovery Facility Appliance Recycler Services and authorizing staff to advertise for bids and award the contract. The City Manager is hereby authorized and directed to execute the contract in a form approved by the City Attorney. The Public Works Director is authorized to execute change orders within the approved project budget.

BACKGROUND: The Santa Cruz Resource Recovery Facility collects thousands of discarded major appliances such as refrigerators, air conditioners, washing machines, furnaces, microwaves, etc. on an annual basis. Harmful substances such as mercury, coolant, and more must be removed from an appliance prior to the appliance being crushed, baled, shredded, disposed of, or otherwise processed in a way that could result in the release or prevent the removal of these substances. The State of California requires that the removal of these harmful substances must be handled by person or businesses certified by the Department of Toxic Substance Control. The City of Santa Cruz has contracted out this work to certified vendors for proper handling of these material prior to transporting the scrap metal off site for years.

DISCUSSION: The cost to properly remove material that requires special handling from discarded major appliances has jumped around 37% since 2022 due to high inflation and surge in fuel prices. This pushed the annual cost for this service over the $100,000 threshold. Staff recommends formally soliciting bids for an annual contract with renewal options to continue this service.

The solicitation document can be found online at:
https://www.cityofsantacruz.com/publicworksprojects
FISCAL IMPACT: Funds are available in the FY 2024 Refuse Fund operating budget. There is no impact to the General Fund.

Prepared By:

Hoi Yu
Associate Professional
Engineer
Submitted By:

Nathan Nguyen, P.E.

Director of Public Works
Approved By:

Matt Huffaker
City Manager

31.1 ATTACHMENTS:

None.

31.2 City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Public Works
SUBJECT: West Cliff Dr. 60-inch Reinforced Concrete Pipe Headwall Repair (c402409) - Authorization to Advertise and Award and Budget Adjustment (PW)
RECOMMENDATION: Motion to:
1) Approve the plans and specifications for West Cliff 60-inch West Cliff Dr. 60-inch reinforced concrete pipe (RCP) headwall repair and authorize staff to advertise for bids and award the contract. The City Manager is hereby authorized and directed to execute the contract in a form approved by the City Attorney. The Public Works Director is authorized to execute change orders within the approved project budget;
2) Approve the West Cliff Dr. 60-inch RCP headwall repair project and find the project exempt under CEQA; and
3) Adopt a resolution to amend the FY 2024 budget and appropriate funds in the amount of $700,000 for the West Cliff 60-inch RCP Headwall Repair Project.

BACKGROUND: On January 22, 2024, a failure was discovered on a 60-inch concrete storm drain outfall along the West Cliff Dr. footpath between Auburn Avenue and Sacramento Avenue.

The damage consisted of a slope failure behind the outfall headwall, and the misalignment of the final joints of 60-inch RCP. High water flows also eroded a section of slope downstream. Upon further inspection the cause of the failure was tied to the high swell event that occurred on December 28, 2023 which damaged the outlet headwall, and caused the ultimate failure of the final 12-feet of pipe.

Emergency stabilization was performed by Granite Constriction on January 25-29, 2024. The repairs involved inserting an inflatable seal inside the outfall at the second pipe joint and stabilizing the exposed hillside with visquene and sandbags. Long term repairs will include a new headwall and slope stabilization.

DISCUSSION: The West Cliff 60-inch outfall pipe and headwall will continue to be undermined by stormwater leaking at the separated joints and cause the outfall structure to break off. If left unaddressed, the erosion could destabilize West Cliff Dr. road and path, posing a hazard and risk of substantial property damage. The scope of work will include removing debris and damaged outfall sections, vegetation removal, pipe improvements/repairs, backfill of the

32.1 eroded section, and installation of the new headwall. Until permanent repairs are completed, the path adjacent to the damaged area will remain closed.

The tentative project would complete all work within the dry season of 2024.

The project was reviewed by staff and determined to be statutorily exempt from further environmental review under CEQA Section 15269, Emergency Projects; a Notice of Exemption will be filed following City Council approval of the construction contract.

Final plans and specifications for the project can be found online at:
https://www.cityofsantacruz.com/publicworksprojects
Emergency Funding: Damages occurred during a period of time that was subsequently declared a state disaster (CDAA 2024-01). The project has been included on the initial list of projects that would be eligible to receive up to 75% state disaster funding-should the project be found eligible.

FISCAL IMPACT: Funds are available in in FY 2024 Stormwater Fund (751). There is no impact to the General Fund.

Prepared By:

Hoi Yu
Associate Professional
Engineer
Submitted By:

Nathan Nguyen, P.E
Director of Public Works
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. BUDGET ADJUSTMENT.PDF

32.2 City of Santa Cruz

BUDGET ADJUSTMENT REQUEST
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The outfall structure of a 60-inch RCP beneath West Cliff Dr between Auburn and Sacramento settled and destabilized the soil behind it, two sections of the 60-inch pipes has also separated. The slope and pipe will need to be repaired. There are sufficient funds in the Stormwater Fund (751) for this work.
0 751-40-62-7553-57311 c402409-100-2020-0 Flood control and storm drainage facility 700,000 West Cliff 60" RCP Repair
700,000
-700,000
Christin
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Digitally signed by
Christina Alberti
Date: 2024.05.29
15:03:48 -07'00'
Nathan N.

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Digitally signed by
Nathan N. Nguyen
Date: 2024.05.29
16:00:05 -07'00'
Edward
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Digitally signed by
Edward Torres
Date: 2024.06.06
09:26:49 -07'00'
Elizabet
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Digitally signed by
Elizabeth Cabell
Date: 2024.06.06
13:08:30 -07'00' 32.3
City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Public Works
SUBJECT: West Cliff Multi-Use Path Rehabilitation Project (m400819) – Authorization to Advertise and Award (PW)
RECOMMENDATION: Motion to:
1) Approve the project plans and specifications for the West Cliff Multi-Use Path Rehabilitation Project (m400819), authorize staff to advertise for bids, and award the contract. The City Manager is hereby authorized and directed to execute an agreement in a form approved by the City Attorney. The Director of Public Works is authorized to execute change orders within the approved project budget;
2) Adopt a resolution to approve the plans and specifications for the project pursuant to Government Code Section 830.6; and
3) Approve the West Cliff Multi-Use Path Rehabilitation Project and find the project exempt under the California Environmental Quality Act.

BACKGROUND: The West Cliff Path is a scenic coastal trail that stretches approximately 3 miles along the Pacific Ocean from Natural Bridges State Beach to the Santa Cruz Beach Boardwalk. This paved path offers stunning ocean views, opportunities for wildlife observation, and access to several beaches and surf spots. It is popular for walking, jogging, biking, and leisurely strolls. The focus of this project will be the section of the West Cliff path between Natural Bridges State Beach and David Way. Currently, the width of the path generally varies from eight to ten feet, with one section that narrows down to six feet. Additionally, some sections of the existing path are deteriorating and have become tripping hazards. Our goal for this project is to continue to maintain a path that is family-friendly and accessible, making it a favorite for both locals and visitors looking to enjoy the Santa Cruz coastline.

DISCUSSION: The project will refinish the West Cliff path’s asphalt surface from Natural Bridges State Beach to David Way to enhance safety and accessibility for all users. This project aims to fix failing path sections to remove tripping hazards and replace the path's surface to extend the asphalt's life.

Schedule:

33.1 Path Rehabilitation work will happen between the summer and fall of 2024. Staff will conduct communications and outreach regarding closures and detours.

Plans can be found online at https://www.cityofsantacruz.com/publicworksprojects.

The new crosswalks added adjacent to the West Cliff Path were designed based on the California Manual on Uniform Traffic Control Devices (CAMUTCD) and Caltrans Standards. These standards ensure that the project improves access to the West Cliff Path and enhances safety for all users.

Design Immunity:

Government Code section 830.6 provides design immunity for public entities and public employees.

Before the construction of the 2024 Pavement Rehabilitation Project, staff recommends adopting the attached resolution to ensure design immunity pursuant to Government Code section 830.6 attached to this project. Should the Council take action to adopt this resolution, it would become effective immediately.

FISCAL IMPACT: The West Cliff Multi-Use Path Rehabilitation Project (m400819) is funded by Gas Tax Funds and $200,000 from the state’s Transportation Development Act (TDA) funds.

The project construction cost, including construction management costs, is estimated at $500,000. There is no impact on the General Fund.

Prepared By:

Miguel Lizarraga
Associate Professional
Engineer
Submitted By:

Nathan Nguyen, P.E.

Director of Public Works
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. RESOLUTION.DOCX

33.2 RESOLUTION NO. NS-XX,XXX

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ APPROVING THE DESIGN AND PLANS FOR THE CONSTRUCTION OF THE WEST CLIFF MULTIUSE PATH REHABILITATION PROJECT), PURSUANT TO GOVERNMENT CODE SECTION 830.6.

The City Council of the City of Santa Cruz does resolve as follows:

SECTION 1: The City Council finds and declares as follows:

A. City staff has designed and prepared the plans for the 2024 Pavement Rehabilitation Project West Cliff Multi-Use Path Rehabilitation Project B. The City Engineer has approved the completed design and plans for the Project and that construction of the Project may begin;
C. The City Council wishes to obtain the immunities set forth in Government Code §830.6 with regard to the plans and construction of the Project.

SECTION 2: Design Immunity; Authorization.

A. The City Council approves the design and plans for the Project.

B. The design approval set forth in this Resolution occurred before actual work on the Project construction commenced.

C. The approval granted by this Resolution conforms with the City's General Plan.

D. The City Engineer, or designee, is authorized to act on the City's behalf in approving any alterations or modifications of the design and plans approved by this Resolution.

E. The approval and authorization granted by this Resolution is intended to avail the City of the immunities set forth in Government Code §830.6.

SECTION 3: The City Clerk is directed to certify the adoption of this Resolution.

SECTION 4: This Resolution will become effective immediately upon adoption.

33.3 RESOLUTION NO. NS-XX,XXX
2 PASSED AND ADOPTED this 25th day of June, 2024, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: __________________________
Fred Keeley, Mayor
ATTEST: ___________________________
Bonnie Bush, City Clerk Administrator

33.4 City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Public Works
SUBJECT: Contract Amendment with Fehr & Peers Transportation Consultants for West Cliff Transportation Consulting (PW)
RECOMMENDATION: Motion to approve Amendment 1 with Fehr & Peers Transportation Consultants (Walnut Creek, CA) in the amount of $8,150. The City Manager is hereby authorized and directed to execute an agreement in a form approved by the City Attorney. The Director of Public Works is authorized to execute contract amendments within the approved project budget.

BACKGROUND: West Cliff Drive between Columbia Road and David Way was severely damaged by large swells during the January 2023 storms causing portions of the roadway and path to fail. At its February 28, 2023 meeting, City Council directed staff to address emergency protective measures and initiate the longer term recovery efforts. At that same meeting, City Council authorized the staff to advertise and award a contract for professional services to design West Cliff Drive Pilot Project with Neighborhood Traffic Calming. Staff completed an informal bid by contacting three consulting firms. This project was awarded to Fehr & Peers Transportation Consultants on April 18, 2023, for a contract value of $99,300.

DISCUSSION: As the project progressed, the scope was amended to reflect the emerging needs of the project. This included changing the original scope to expand the neighborhood traffic calming task, reduce the one-way pilot program task, and adding additional community engagement elements to meet the needs of the project. Additionally, a new task was added to support the 50-year visioning work led by Farralon Strategies.

With these scope changes, the project budget increased from $99,300 to $107,450. A scope and fee adjustment memo is attached. As the result of additional work requested by the City of Santa Cruz, the scope and fee changed and the total contract value now exceeds $100,000, requiring Council approval. The work on this project is now complete.

FISCAL IMPACT: Funds are available in FY 2023 CIP Project (c402305) West Cliff Resiliency and Accessibility.

Prepared By:

Claire Gallogly
Transportation Planner
Submitted By:

Nathan Nguyen, PE
Director of Public Works
Approved By:

Matt Huffaker
City Manager

34.1 ATTACHMENTS:

1. SCOPE AND FEE MEMO.PDF

34.2 60 S. Market Street | Suite 700 | San José, CA 95113 | (408) 278-1700 | Fax (408) 278-1717 www.fehrandpeers.com
April 23, 2024
Matt Starkey
Transportation Manager
City of Santa Cruz
809 Center Street
Santa Cruz, CA 95060
Subject: Scope and Fee Amendment for the West Cliff Drive Pilot Program Project in Santa Cruz, California
Dear Matt,
Fehr & Peers is pleased to submit this scope amendment for additional transportation planning and engineering support for the West Cliff Drive project. Our original scope of work as included in our Professional Services Agreement dated April 18, 2023, included the following task items:
• Task 0 - Data Evaluation Matrix: We developed a summary matrix available data sources which could be useful in assessing changes in travel patterns along West Cliff Drive preand post-storm. • Task 1 – Traffic Analysis and Monitoring: Based on the selected data source in Task 1, we evaluated pre- and post-storm travel patterns and summarized our findings both in PowerPoint and memo format.
• Task 2 – Neighborhood Traffic Calming Plan: We developed a traffic calming toolkit that that documents appropriate traffic calming measures, their approximate effectiveness, and cost for implementation. The toolkit also included standard details for six traffic calming features.
• Task 3 – West Cliff Drive One-Way Pilot Program: As part of this task worked with the City to identify opportunities to reconsider the limits of vehicle access restrictions or closures as well as detour routes to better serve travel needs in the area. The scope also included one draft and final striping plan and signing plan for West Cliff Drive between Columbia Street and Almar Avenue.
• Task 4 – Public Outreach: This included one Fehr & Peers staff person for up to eight hours of public outreach.

As the project progressed, we in collaboration with you made adjustments to scope to better serve the needs of the project. This included the following scope changes, compared to what was in our original scope of work:

34.3 Matt Starkey
April 23, 2024

Page 2 of 3 ends

• Task 2 – Neighborhood Traffic Calming Plan (Net fee add of $1,500): We expanded on Task 2 to include prioritization criteria that assists with the evaluation and selection of specific traffic calming measures.
• Task 3 – West Cliff Drive One-Way Pilot Program (Net fee reduction of $1,610): We were originally scoped to provide one draft and final striping plan and signing plan for West Cliff Drive between Columbia Street and Almar Avenue. The estimated cost for this task was $13,610. Striping plans were no longer needed and our effort for this task item was shifted to include development of three cross sections using Beyond Typical, which had a budget of $12,540.
• Task 4 – Public Outreach (Net fee add of $5,760): As an additional service, we developed graphics for four large scale boards that were used in the December 5, 2023, public meeting. These boards showed traffic calming alternatives for the study area assuming three different access configurations along West Cliff Drive (two of the boards had the same access configuration, but different titles).
• New Task – Final Visioning Plan (Net fee add of $2,500): As part of the Visioning Plan, Farallon Strategies reached out to us to develop renderings that show the future West Cliff Drive from different vantage points along different points of the corridor. This task was completed at the request of Laura Schmidt, the Assistant City Manager. Fehr & Peers provided two draft renderings for consideration.

The table below summarizes the changes to the fee for each task.

Task Fee Amendment
Task 0 - Data Evaluation Matrix $0
Task 1 – Traffic Analysis and Monitoring $0
Task 2 – Neighborhood Traffic Calming Plan $1,500
Task 3 – West Cliff Drive One-Way Pilot Program ($1,610) Task 4 – Public Outreach $5,760
Task x – Final Visioning Plan $2,500
Total $8,150

34.4 Matt Starkey
April 23, 2024

Page 3 of 3 ends

The fee amendment brings our total project budget to $107,450. We appreciate the opportunity to continue our work with you on this project. Should you have any questions, please reach out to me at [email protected]. Otherwise, please provide us with an amendment for our Professional Services Agreement dated April 18, 2023.

Sincerely,

FEHR & PEERS
Franziska Church, AICP
Principal

34.5 City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Water
SUBJECT: 2024 Branciforte Creek Streambank Restoration Project – Approval of Plans and Specifications, California Environmental Quality Act Exemption, and Authorization to Advertise for Bids and Award of Contract (WT)
RECOMMENDATION: Motion to:
1) Approve the plans and specifications for the 2024 Branciforte Streambank Restoration Project (c702304) and authorize staff to advertise for bids. The City Manager, or designee, is hereby authorized and directed to execute the contract as authorized by Resolution No. NS-27,563; 2) Find the 2024 Branciforte Streambank Restoration Project (c702304) exempt under the California Environmental Quality Act (CEQA), and allow staff to file a Notice of Exemption; and
3) Authorize the Water Director to execute change orders for the 2024 Branciforte Streambank Restoration Project within the approved project budget.

BACKGROUND: On August 31, 2021, an 8-inch cast iron potable water pipeline broke on Branciforte Drive near the Branciforte Creek crossing, discharging treated drinking water into the creek and scouring a portion of the streambank near Mill Road within the City of Santa Cruz (City). The event discharged sediment and impacted a retaining wall owned by the County of Santa Cruz (County). The pipeline break resulted in an immediate threat to an adjacent 10-inch, high-pressure water service line, a County bridge, Branciforte Drive, and water service interruption to approximately 106 customers. The service interruption included Happy Valley Elementary School, the Branciforte Conference Center, DeLaveaga Park, the Branciforte Fire Protection District fire station and several fire hydrants. City of Santa Cruz Water Department (Water Department) staff responded immediately and made repairs to reduce further damage and impacts to the water service area.

The Water Department immediately notified the Central Coast Regional Water Quality Control Board (RWQCB), California Department of Fish and Wildlife (CDFW), Army Corps of Engineers, National Marine Fisheries Service, and the County of the main break. Subsequent correspondence with CDFW and the RWQCB indicated that emergency placement of sacked concrete within Waters of the state did not support the protection of water quality and the beneficial uses of Branciforte Creek. This chain of events led the City to initiate the Branciforte

35.1 Streambank Restoration Project (Project). The goal of the Project is to stabilize the streambank in a manner acceptable to the environmental permitting agencies and the County.

DISCUSSION: The City contracted with Haley and Aldrich (formerly Cal Engineering & Geography) to design a vegetated riprap streambank restoration project. The design includes removal of the previously placed sacked concrete and construction of a sheet-pile wall to improve stability of the 10-inch. high-pressure water service line. Project plans and technical specifications for the Project are now complete and the Water Department is prepared to advertise for competitive bidding through OpenGov:
https://procurement.opengov.com/portal/santacruzca
Construction for the Project is expected to occur during the summer of 2024 and will be completed in October of 2024.

Project Plans and Specifications can be found at:
https://www.cityofsantacruz.com/government/city-departments/water/projects-in-yourneighborhood The Project is statutorily exempt from further environmental review under the California Environmental Quality Act Section 15301, Existing Facilities and Section 15333, Small Habitat Restoration Projects; a Notice of Exemption will be filed by staff following City Council approval.

Health in All Policies (HiAP)
This project aligns with the public health pillar of the City’s HiAP initiative by supporting the Water Department’s work in ensuring the reliability of the public drinking water supply.

FISCAL IMPACT: The estimated cost of construction is $204,670. Funds needed for FY 2024 and FY 2025 costs are available in the City of Santa Cruz Water Department’s Capital Investment Program, Branciforte Streambank Restoration Project (c702304).

Prepared By:

Isidro Rivera
Deputy Water Director/
Engineering Manager
Submitted By:

Heidi Luckenbach
Water Director
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

None.

Project Plans and Specifications can be found at:
https://www.cityofsantacruz.com/government/city-departments/water/projects-in-yourneighborhood

35.2 City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Water
SUBJECT: Aquifer Storage and Recovery Beltz 9 Pilot Test Site Preparation and Monitoring Well – Notice of Completion (WT)
RECOMMENDATION: Motion to accept the work of Eaton Drilling, Inc. as complete per the plans and specifications, authorizing the filing of a Notice of Completion for the Aquifer Storage and Recovery Beltz 9 Pilot Test Site Preparation and Monitoring Well Project and authorizing the Water Director to sign the Notice of Completion as the Owner’s Authorized Agent.

BACKGROUND: As part of the recommendations of the Water Supply Advisory Committee (WSAC, 2016) and more recently the Securing Our Water Future policy (2022) that directs the ongoing evaluation, selection, and construction of supplemental water supplies, the City of Santa Cruz Water Department (Water Department or Department) is continuing to evaluate and implement Aquifer Storage and Recovery (ASR) in the Mid-County Groundwater Basin (MGB) underlying the Live Oak area of the Water Department’s service area. ASR is a groundwater replenishment and storage approach where water is injected into the ground from an external source (such as surface water) when available and later recovered from the ground as needed to meet customer demands.

The Water Department currently operates four groundwater production wells (Beltz Wells 8, 9, 10, and 12) in the MGB and is taking a stepwise approach towards converting these existing wells to ASR wells. Pilot testing at Beltz Wells 8 and 12 was completed in 2023 and these two wells are currently in the design phase of being converted to permanent ASR wells.

At its meeting on June 27, 2023, City Council approved the plans, specifications, and contract documents for the Aquifer Storage and Recovery Beltz 9 Pilot Test Site Preparation and Monitoring Well Project (Project), found the Project exempt under the California Environmental Quality Act (CEQA), authorized staff to advertise the Project for bids and award the contract. On August 30, 2023, the City Manager executed an agreement in a form approved by the City Attorney with Eaton Drilling, Inc. for the Aquifer Storage and Recovery Beltz 9 Pilot Test Site Preparation and Monitoring Well Project. The contract amount including a 10% contingency was $440,572. Work under the Project included:

1. Installation of a monitoring well at the Beltz 9 well site

2. Preparation of the Beltz 9 production well for ASR pilot testing

3. Installation of temporary equipment in the well and at the site to facilitate the ASR pilot test

36.1 DISCUSSION: All services required under the contract have been completed, inspected by Water Department staff, and found to be constructed in accordance with the approved plans and specifications. Two change orders were issued during construction totaling $30,500.

The contractor made a good-faith effort to meet the requirements of the City’s Local Hire Ordinance and to employ apprentices on the Project. However, the contractor was unable to find local employees or an apprenticeship program to provide apprentices for the water well drilling and pump installation work.

Health in All Policies (HiAP)
This Project aligns with the public health pillar of the City’s HiAP initiative by supporting the Water Department’s work in ensuring the reliability of the public drinking water supply.

FISCAL IMPACT: The final cost of all work under this contract was $426,520. The project was funded by the Water Department’s FY 2024 Capital Investment Program budget, with $396,020 from ASR Planning Project (c701609) and $30,500 from ASR - Mid County Existing Infrastructure Project (c702101).

Prepared By:

Isidro Rivera
Deputy Water Director/
Engineering Manager
Submitted By:

Heidi Luckenbach
Water Director
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. NOTICE OF COMPLETION.DOCX

36.2 Notice of Completion (Revised Oct 2021)
(Space above for Recorder’s use only)
This instrument is being recorded for the benefit of the City of Santa Cruz.

No recording fee is required pursuant to Government Code § 27383.

NOTICE OF COMPLETION
(CA Civil Code Sections 8102 and 9204)
NOTICE IS HEREBY GIVEN THAT:

The undersigned is an authorized representative of the owner of the interest or estate stated below.

1. The Owner’s Name and Address. The Project owner is the City of Santa Cruz, a municipal corporation (the “City”). The City’s mailing address is 809 Center Street, Santa Cruz, California, 95060. The City of Santa Cruz has the following interest in the subject Property described below: City Property

2. Project Title and Number. The full name of the work of improvement/public works project (the “Project”) which is the subject of this Notice of Completion is: Aquifer Storage and Recovery Beltz 9 Pilot Test Site Preparation and Monitoring Well Project, CWO #2023-005

3. Nature of Work Performed on the Property or Materials Furnished for the City. The Project consisted of work described as: Installation of a monitoring well at the Beltz 9 well site, the preparation of the Beltz 9 municipal production well for ASR pilot testing, and the installation of temporary equipment in the well and at the site to facilitate the ASR pilot test.

4. The general site location description or address (the “Property”) of the public improvement is located at: Beltz 9 well site, 730 30th Ave, Santa Cruz, CA 95062

5. Name and Address of Contractor. The Contractor on the Project is: Eaton Drilling, Inc. 20 W. Kentucky Ave. Woodland, CA 95695

6. Construction Lender. The name and address of the construction lender, if any, is: N/A

7. Date of Completion. The Project on the Property was completed on: May 15, 2024

8. The filing of this Notice of Completion was authorized by the Santa Cruz City Council Minute Order on Tuesday, June 25, 2024
DATE: ___________________
Heidi Luckenbach
Water Director, City of Santa Cruz
RECORDED AT THE REQUEST OF:

City of Santa Cruz, Water
Attn: Isidro Rivera
WHEN RECORDED MAIL TO:

City Clerk’s Department
809 Center Street, Room 9
Santa Cruz, CA 95060

36.3 City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Water
SUBJECT: Purchase of Easement for the Electrical Power for Carbonera Tank Operations: Assessor’s Parcel Number 068-201-01, Owned by Richard J.

Giovannoni and Judy K. Giovannoni (WT)
RECOMMENDATION: Motion to adopt a resolution authorizing and directing the City Manager to execute a Purchase Sale Agreement in the amount of $10,000 and Grant of Easement Deed in a form approved by the City Attorney, on a property (designated as APN 068-201-01) located in Santa Cruz, CA on Mill Road near the intersection of Glen Canyon Road and Branciforte Drive and owned by Richard J. Giovannoni and Judy K. Giovannoni for the purpose of providing electrical power to the Carbonera Tank, and to find the project exempt under California Environmental Quality Act and allow staff to file a Notice of Exemption.

BACKGROUND: The City of Santa Cruz Water Department (Water Department or Department) currently operates the Carbonera Water Tank (Tank), a million-gallon potable water storage tank, on a gas-powered generator and desires to switch to electrical power for future Tank operations. Operating a critical structure tank on gas-powered generators can pose risk to the 24/7 operations of the water system due to reliability concerns associated with the availability of gas deliveries at certain times of the year. This easement will allow the Department to extend electrical power to the site, making it more reliable.

DISCUSSION: To extend electrical power to the Tank, the City must purchase an easement from the nearest power pole across 300 feet of private property to the Tank. The private property (APN 068-201-01) is owned by Richard J. Giovannoni and Judy K. Giovannoni (Owners) and is located on Mill Road near the intersection of Glen Canyon Road and Branciforte Drive.

Extension of electrical power to the Tank is exempt from the California Environmental Quality Act (CEQA) per Section 15301(a) for exterior alterations involving electrical conveyance to an existing facility; a Notice of Exemption will be filed by staff following City Council approval.

The City contracted with Zeller Appraisal Services Inc. (Zeller) to determine the fair market value of the easement at $10,000. On April 29, 2024, the City and Owners reached an agreement on the sale and purchase of the easement.

37.1 FISCAL IMPACT: The total for this sale agreement is $10,000. Funds are available in the Water Department Capital Investment Program, project Facility & Infrastructure Improvements (c701907).

Prepared By:

Evanda Goad
Management Analyst
Submitted By:

Heidi Luckenbach
Water Director
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. RESOLUTION.DOC

2. PURCHASE AGREEMENT AND GRANT OF EASEMENT DEED.PDF

37.2 RESOLUTION NO. NSRESOLUTION OF THE CITY COUNCIL OF THE CITY OF SANTA CRUZ AUTHORIZING

AND DIRECTING THE CITY MANAGER TO EXECUTE A PURCHASE SALE AGREEMENT BETWEEN THE CITY OF SANTA CRUZ AND RICHARD J. GIOVANNONI AND JUDY K. GIOVANNONI FOR AN EASEMENT LOCATED IN SANTA CRUZ, CA ON

MILL ROAD NEAR THE INTERESTION OF GLEN CANYON ROAD AND BRANCIFORTE DRIVE FOR A PERMANENT EASEMENT ON APN 068-201-01
WHEREAS, the City of Santa Cruz Water Department (Water Department) operates the Carbonara Water Tank, a million-gallon potable water storage tank (Tank), which currently operates on a gas-powered generator; and
WHEREAS, the Water Department desires to switch to electrical power for Tank operations; and
WHEREAS, the utility powerline would run over the private property of Richard J.

Giovannoni and Judy K. Giovannoni; and
WHEREAS, the Water Department has offered Richard J. Giovannoni and Judy K.

Giovannoni fair market value to purchase a permanent easement for the use of extending electrical power to the City’s property to operate the Tank.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Santa Cruz that the City Manager is hereby authorized to execute that certain Grant of Easement, pertaining to that certain property located on APN 068-201-01, from Richard J. Giovannoni and Judy K.

Giovannoni, upon the terms and conditions as set forth in said Easement Deed as presented to this Council this date.

PASSED AND ADOPTED this 25th day of June 2024, by the following vote:

AYES:

NOES:

ABSENT:

DISQUALIFIED:

APPROVED: ________________________
Fred Keeley, Mayor
ATTEST: ___________________________

37.3 Bonnie Bush, City Clerk Administrator

37.4 37.5

37.6 37.7

37.8 37.9

37.10 37.11

37.12 37.13

37.14 37.15

37.16 37.17

37.18 37.19

37.20 37.21

37.22 37.23

37.24 37.25

37.26 37.27

37.28 City Council

AGENDA REPORT
DATE: 06/06/2024
AGENDA OF: 06/25/2024
DEPARTMENT: Water
SUBJECT: Contract Amendment 2025-01 with HDR, Inc. for Capital Program Management Services (WT)
RECOMMENDATION: Motion authorizing the City Manager to execute Contract Amendment No. 2025-01 with HDR, Inc. for Service Order No. 10 in the amount of $9,303,596 in a form to be approved by the City Attorney.

BACKGROUND: The City of Santa Cruz Water Department (Water Department or Department) is implementing a large and complex capital program to enhance water system resiliency and water supply security. The program directly impacts nearly all aspects of the water system through rehabilitation or replacement of water diversions, pipelines, and water treatment infrastructure. Example projects include:
• Modernization of the Graham Hill Water Treatment Plant (GHWTP) to ensure continued treatment and delivery of high-quality drinking water to customers that meets or exceeds all regulatory standards; the project is currently in design with construction expected to start in 2025.
• Replacement of the GHWTP Concrete Tanks to meet regulatory requirements, improve operations, and increase overall reliability. This project includes construction for the replacement of the filtered water tank, water reclamation tank, and solids storage tank; construction on the project began in 2021 and is expected to finish in 2025. • The Regional Drought Resiliency Project – Intertie 1, a regional project that will link the treated water systems of the City of Santa Cruz and Scotts Valley Water District. The project will enable the two agencies to better coordinate and maximize use of surface and groundwater supplies, as well as facilitate the potential for active and passive groundwater recharge in the Santa Margarita Groundwater Basin. The design of the project has recently been completed and construction is expected to start later this calendar year.
• Newell Creek Pipeline Replacement Projects (Felton Booster Pump Station to the GHWTP and Brackney) will ensure continued reliability of water supply from the Loch Lomond Reservoir by replacing the transmission main that is nearing the end of its useful life and is experiencing an increased frequency of breaks due to corrosion and land movement along its alignment through the active geology of the Santa Cruz Mountains.

Designs for both segments are currently nearing completion with construction expected to start in early 2025.

38.1 • Ongoing evaluation, selection, and construction of supplemental water supplies as directed by the Securing Our Water Future policy.

In 2017, recognizing that the staffing required for this large and complex capital program would exceed the capacity of existing Department staff due to the number of positions required to complete the work and vacancies in some of the positions, a program management model that augments staff was adopted to help successfully deliver the work. Program management is a common staff augmentation model used when staffing needs vary significantly in terms of both areas of expertise and the level of staffing required for a project as it evolves from planning and design through construction and project closeout.

A Master Services Agreement (MSA) with annual Service Order contracts is a common contracting model for program management services when it is not possible at the outset of a long-term contract to define an exact scope of services needed over a multi-year period, and annual Service Orders are issued through contract amendments to define specific scopes of work, fee estimates, and schedules as projects are implemented.

After a qualifications-based procurement process, HDR, Inc. (HDR) was selected to provide program management services. In December 2017, City Council authorized a renewable fiveyear MSA for program management services with HDR. After five successful years of project implementation, City Council authorized an extension of the MSA for an additional five years on June 28, 2022.

DISCUSSION: Staff recommend approval of Service Order No. 10 (SO 10) covering all program management activities planned for Fiscal Year (FY) 2025. SO 10 is very detailed in order to direct the work of HDR in an efficient, clear, and transparent manner, and includes clearly identified assumptions and deliverables. Notable HDR Services/staffing resources planned for FY 2025 include:
• Providing project management, technical support and construction management services for the GHWTP Facility Improvement Project.
• Providing project management, environmental compliance, and construction management services for the construction of the Concrete Tanks Replacement Project. • Providing project management, technical support, construction management, and environmental compliance services on the Newell Creek Pipeline Replacement Project (Felton to GHWTP and Brackney), Regional Drought Resiliency Project – Intertie1 and the University Tank 4 Rehab/Replacement Project.
• Providing a staff person to serve as operations and maintenance (O&M) liaison. This role supports O&M staff and coordinates the planning, design, and execution of projects, with a particular focus on projects at the Graham Hill Water Treatment Plant and the Beltz Groundwater Treatment Plant.
• Supporting development of the Water Supply Augmentation Implementation Plan and the projects that are part of the overall Water Supply Augmentation Program. • Supporting ongoing scheduling, cost forecasting, budgeting, and cash flow estimates through project controls support.
• Supporting ongoing program activities by updating workflow policies and procedures, managing program resources, facilitating staff and workforce development trainings, conducting biweekly program review meetings, and managing the program management contract.

38.2 To summarize the work performed in FY 2024 and that is planned for in FY 2025 under SO 10, staff have worked with HDR to develop an Annual Work Plan. The Annual Work Plan is a summary of the projects, resources, and planned activities over the next year; it also includes a schedule and fee apportioned to each project managed within the program. The FY 2025 Work Plan and corresponding budget increase, when compared to previous fiscal years, shows the beginning of a trend that may continue as projects that had been in the design phase enter into the construction phase. Over the next few years, it is expected that there will be an increase in construction management and environmental compliance services provided by HDR on projects that will be in the construction phase, as well as the transition of services provided by HDR to City staff members; particularly in the project controls (change management, budgeting, and cash flow estimates) section of the program.

The program management services contract is funded through the respective capital projects which are financed by a mixture of grants, pay-as-you-go, and debt.

FISCAL IMPACT: The cost for Service Order No. 10 is $9,303,596. Funds are available in the FY 2025 Water Department’s Capital Investment Program budget and services will come from each respective project’s budget.

Prepared By:

Isidro Rivera
Deputy Water Director/
Engineering Manager
Submitted By:

Heidi Luckenbach
Water Director
Approved By:

Matt Huffaker
City Manager
ATTACHMENTS:

1. CONTRACT AMENDMENT SERVICE ORDER 10.PDF

2. FISCAL YEAR 2025 - ANNUAL WORK PLAN.PDF

38.3 City of Santa Cruz Amendment to Professional Services Agreement for Program Management Services
Service Order 10
June 2024 Page 1

AMENDMENT TO PROFESSIONAL SERVICES AGREEMENT FOR

PROGRAM MANAGEMENT SERVICES FOR THE

CITY OF SANTA CRUZ WATER DEPARTMENT
SERVICE ORDER 10
THIS AMENDMENT Service Order 10 to the Professional Services Agreement, (“SO10”), dated ___________, 2024 (the “Effective Date”), is made by and between the City of Santa Cruz (“City”) and HDR, Inc. (“Consultant”). City and Consultant may be referred to individually as a “Party” and collectively, as the “Parties.”

RECITALS
WHEREAS, City and Consultant have previously entered into that certain Professional Services Agreement (“PSA”) dated July 5, 2022, which is incorporated by this reference, and WHEREAS, City and Consultant desire to amend the Agreement as specified herein.

AGREEMENT
NOW, THEREFORE, it is agreed between the Parties to incorporate the above Recitals hereto, and agree as follows:

A. Add the Scope of Work for Service Order 10 and amend Exhibit A of the Master Scope of Work as follows:

Service Order No. 10 Tasks 2 through 6 per the attached 77-page scope of work referenced as Exhibit A-SO10 and titled: “Service Order No 10 – Program Activities (FY 2025)” dated May 15, 2024.

B. Add Fee Schedule for Service Order 10 as follows:

Add the attached one-page table referenced as Exhibit B and titled “Estimated Work Effort and Fee Estimate”. This table presents a breakdown of the total fee for all Fiscal Year 2025 Services.

The Authorized total fee for Fiscal Year 2025 services is not to exceed $9,303,595.76.

C. Add Work Schedule for Service Order No. 10 and amend Exhibit C as follows:

Add the attached three-page schedule referenced as Exhibit C titled " Level 3 - z01 Detail Schedule" dated May 14, 2024.

Except as amended by this SO10, all other applicable terms and conditions of the PSA and attachments and other prior amendments shall remain in full force and effect. The terms of this SO10 shall control if any conflict exists.

38.4 City of Santa Cruz Amendment to Professional Services Agreement for Program Management Services
Service Order 10
June 2024 Page 2
Each Party acknowledges that it has reviewed this SO10 and that the normal rule of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be employed in the interpretation of this SO10.

The unenforceability, invalidity or illegality of any provision(s) of this SO10 shall not render the other provisions unenforceable, invalid or illegal.

The Parties may execute this SO10 in two or more counterparts, which shall, in the aggregate, be deemed an original but all of which, together, shall constitute one and the same instrument. A scanned, electronic, facsimile or other copy of a party’s signature shall be accepted and valid as an original.

The signatories to this SO10 warrant and represent that each is authorized to execute this SO10 and that their respective signatures serve to legally obligate their respective representatives, agents, successors and assigns to comply with the provisions of this SO10. [SIGNATURES ON FOLLOWING PAGE]

38.5 City of Santa Cruz Amendment to Professional Services Agreement for Program Management Services
Service Order 10
June 2024 Page 3
IN WITNESS WHEREOF, the City and the Consultant have executed this SO10 as of the Effective Date above.

Approved As To Form:

By: _____________________________ Date: __________________ Office of the City Attorney
CONSULTANT HDR ENGINEERING,INC.

By: _____________________________ Date: __________________ Printed: _________________________ Title: _________________________ By: _____________________________ Date: __________________ Printed: _________________________ Title: _________________________ Corporation – 2 officer signatures required (one from each group, unless person signing holds officer positions in both Group 1 and 2):

Group 1: Chief Executive Officer, Chairman of the Board, President, or Vice President Group 2: Secretary, Assistant Secretary, Chief Financial Officer, Treasurer, Assistant Treasurer CITY OF SANTA CRUZ WATER DEPARTMENT:

By: _____________________________ Date: __________________ Heidi Luckenbach, Water Director
Technical Review By:

By: _____________________________ Date: __________________ Isidro Rivera, Interim Deputy Water Director / Engineering Manager

38.6 Santa Cruz Program Management: Service Order 10
5-15-2024

Page 1 of 77 ends

Santa Cruz City CouncilJune 25, 2024

Santa Cruz City Council
June 25, 2024