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The purpose of this submittal is to generally assess the adequacy of the bidder’s insurance coverage during proposal evaluation; as discussed under paragraph 12 below, endorsements are not required until contract award. The City’s insurance requirements are detailed in Exhibit C to the Agreement (Exhibit A to the RFP)
4. Proposal Quotes and Unit Price Extension. The extension of unit prices for the quantities indicated and the lump sum prices quoted by the bidder must be entered in figures in the spaces provided on the Proposal Submittal Form(s). Any lump sum bid shall be stated in figures. The Proposal Submittal Form(s) must be totally completed. If the unit price and the total amount stated by any bidder for any item are not in agreement, the unit price alone will be considered as representing the bidder’s intention and the proposal total will be corrected to conform to the specified unit price.
5. Proposal Withdrawal and Opening. A bidder may withdraw its proposal, without prejudice prior to the time specified for the proposal opening, by submitting a written request to the Director of Finance for its withdrawal, in which event the proposal will be returned to the bidder unopened.
No proposal received after the time specified or at any place other than that stated in the “Notice Inviting Bids/Requesting Proposals” will be considered. All proposals will be opened and declared publicly. Bidders or their representatives are invited to be present at the opening of the proposals.
6. Submittal of One Proposal Only. No individual or business entity of any kind shall be allowed to make or file, or to be interested as the primary submitter in more than one proposal, except an alternative proposal when specifically requested; however, an individual or business entity that has submitted a sub-proposal to a bidder submitting a proposal, or who has quoted prices on materials to such bidder, is not thereby disqualified from submitting a sub-proposal or from quoting prices to other bidders submitting proposals.
7. Communications. All timely requests for information submitted in writing will receive a written response from the City. Telephone communications with City staff are not encouraged but will be permitted. However, any such oral communication shall not be binding on the City.
CONTRACT AWARD AND EXECUTION
8. Proposal Retention and Award. The City reserves the right to retain all proposals for a period of 60 days for examination and comparison. The City also reserves the right to waive non-substantial irregularities in any proposal, to reject any or all proposals, to reject or delete one part of a proposal and accept the other, except to the extent that proposals are qualified by specific limitations. See the “special terms and conditions” in Section C of these specifications for proposal evaluation and contract award criteria.
9. Competency and Responsibility of Bidder. The City reserves full discretion to determine the competence and responsibility, professionally and/or financially, of bidders. Bidders will provide, in a timely manner, all information that the City deems necessary to make such a decision.
10. Contract Requirement. The bidder to whom award is made (Contractor) shall execute a written contract with the City within ten (10) calendar days after notice of the award. The contract shall be made in the form adopted by the City and incorporated in these specifications.
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CONTRACT PERFORMANCE
11. The City’s contract terms and conditions that Contractor will be expected to execute and be bound by are attached hereto as Exhibit A.
E. SPECIAL TERMS AND CONDITIONS
1. Contract Award. The contract will be awarded to the most qualified bidder that, in the City’s sole discretion in accordance with the Proposal Evaluation and Selection criteria set forth herein (if applicable), provides the best proposal.
2. Sales Tax Reimbursement.
For sales occurring within the City of San Luis Obispo, the City receives sales tax revenues.
Therefore, for bids from retail firms located in the City at the time of proposal closing for which sales tax is allocated to the City, 1% of the taxable amount of the bid will be deducted from the proposal by the City in calculating and determining the most qualified lowest cost bidder.
3. Labor Actions.
In the event that the successful proposer is experiencing a labor action at the time of contract award (or if its suppliers or subcontractors are experiencing such a labor action), the City reserves the right to declare said proposer is no longer the most qualified, responsive proposer and to accept the next acceptable proposal from a proposer that is not experiencing a labor action, and to declare it to be the most qualified, responsive proposer.
4. Failure to Accept Contract.
The following will occur if the proposer to whom the award is made (Contractor) fails to enter into the contract: the award will be annulled; any bid security will be forfeited in accordance with the special terms and conditions if a proposer's bond or security is required; and an award may be made to the next lowest responsible, responsive proposer who shall fulfill every stipulation as if it were the party to whom the first award was made.
5. Contract Term.
The supplies or services identified in this specification will be used by the City for five years. The prices quoted for these items must be valid for the entire period indicated above unless otherwise conditioned by the proposer in its proposal.
6. Contract Extension.
The term of the contract may be extended by mutual consent for an additional one-year, and annually thereafter, for a total of eight years.
7. Supplemental Purchases
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Supplemental purchases may be made from the successful proposer during the contract term in addition to the items listed in the Detail Proposal Submittal Form. For these supplemental purchases, the proposer shall not offer prices to the City in excess of the amounts offered to other similar customers for the same item. If the proposer is willing to offer the City a standard discount on all supplemental purchases from its generally prevailing or published price structure during the contract term, this offer and the amount of discount on a percentage basis should be provided with the proposal submittal.
8. Contractor Invoices.
The Contractor may deliver either a monthly invoice to the City with attached copies of detail invoices as supporting detail, or in one lump-sum upon completion. 9 Non-Exclusive Contract. The City reserves the right to purchase the items listed in the Detail Proposal Submittal Form, as well as any supplemental items, from other vendors during the contract term.
10. Unrestrictive Brand Names. Any manufacturer's names, trade names, brand names or catalog numbers used in the specifications are for the purpose of describing and establishing general quality levels. Such references are not intended to be restrictive. Proposals will be considered for any brand that meets or exceeds the quality of the specifications given for any item. In the event an alternate brand name is proposed, supplemental documentation shall be provided demonstrating that the alternate brand name meets or exceeds the requirements specified herein. The burden of proof as to the suitability of any proposed alternatives is upon the proposer, and the City shall be the sole judge in making this determination.
11. Delivery. Prices quoted for all supplies or equipment to be provided under the terms and conditions of this RFP package shall include delivery charges, to be delivered F.O.B. San Luis Obispo by the successful proposer and received by the City within 90 days after authorization to proceed by the City.
12. Start and Completion of Work. Work on this project shall begin immediately after contract execution and shall be completed within 90 calendar days thereafter, unless otherwise negotiated with City by mutual agreement.
13. Change in Work. The City reserves the right to change quantities of any item after contract award.
If the total quantity of any changed item varies by 25% or less, there shall be no change in the agreed upon unit price for that item. Unit pricing for any quantity changes per item in excess of 25% shall be subject to negotiation with the Contractor.
14. Submittal of References. Each proposer shall submit a statement of qualifications and references on the form provided in the RFP package.
15. Statement of Contract Disqualifications. Each proposer shall submit a statement regarding any past governmental agency bidding or contract disqualifications on the form provided in the RFP package.
16. Liquidated Damages
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The following are the proposed liquidated damages that would be incorporated into any final agreement and should be considered in Contractor’s proposal. While it is not the intention of the City to seek a punitive relationship, we are seeking an integrated solution that performs to the standards described throughout the Contractor’s proposal and in line with the City’s requirements.
Both parties will agree that the annual liquidated damages shall be limited to the amount paid or due to Contractor by the City during a one-year period except in the initial 12-month period of this Agreement, where liquidated damages shall be limited to 30% of the amount paid or due to Contractor by the City during the initial 12-month period of this Agreement. The Contractor agrees to pay (or provide invoice credit) these amounts to the City as set forth:
a. PSMS or Bank Card Processing Failure: Any failure of the PSMS or bank card processing solution provided by the Contractor that prevents the processing of bank cards and the collection of related revenue shall result in damages of $500 per 24-hour period. City shall provide Contractor with 12-hour notice to respond and repair the failure prior to being entitled to this liquidated damage.
b. Systemic Hardware Issue: Any hardware failure that affects 25% (or 40% if less than 10 pay station are installed) or more of the City’s pay station fleet at one time which causes in the inability to collect any one type of monies shall result in damages of $25 per 24-hour period per pay station. Upon City notice to the Contractor, Contractor will have 10 calendar days to correct the hardware failure, up to and including specific component replacement, prior to the City being entitled to this liquidated damage. City will provide reasonable access and support to the Contractor in correcting the failure.
c. Systemic Software Issue: Any software failure that affects 25% (or 40% if less than 10 pay station are installed) or more of the City’s pay station fleet at one time which causes in the inability to collect any one type of monies or charge motorists the correct amount shall result in damages of $25 per 24-hour period per pay station. Upon City notice to the Contractor, Contractor will have one business day (24 hours) to correct the failure prior to City being entitled to this liquidated damage. City will provide reasonable access and support to the Contractor in correcting the failure.
d. PCI Data Security Failure: Failure of Contractor to maintain Payment Card Industry ( PCI ) Data Security Standard Certification, shall result in damages of $10,000 on the twenty-eight (28th) calendar day following non-compliance (first assessment). The twenty-eighth (28th) calendar day following the first assessment and every twenty-eight (28) calendar day thereafter shall constitute a subsequent assessment. On each additional twenty-eighth (28th) calendar day following the first assessment and any subsequent assessments, the City shall be entitled to liquidated damages of $25,000 until the failure is cured. Damages during subsequent assessments shall be prorated by day.
e. Cash Reconciliation Accuracy: Any failure of the Contractor’s solution that results in a 3% or greater variation between the actual collected funds versus the pay station/PSMS reported funds shall result in damages of $25 per 24-hour period per pay station. Upon City notice to the Contractor, Contractor will have seven business days to correct the failure, if determined that Contractor is at fault, prior to City being entitled to this liquidated damage. City will provide reasonable access and support to the Contractor in identifying and correcting the failure.
f. RMA Fulfillment: Any failure to process and ship an RMA or provide notification to the City with reasonable explanation for delay, within 14 days of the receipt of the shipment from the City shall results in damages of $100 per day until the return RMA shipment is received by the
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City. The first occurrence of this failure will result in a written warning by the City with no damages applied. Any subsequent failures will incur this liquated damage without notice being required by the City.
D. PROPOSAL CONTENT
1. Proposal Content. Your proposal must include the following information:
Submittal Forms
a. Proposal submittal summary.
b. Certificate of insurance.
c. References from at least three firms for whom you have provided similar services in the United States of America.
Qualifications
d. Experience of your firm and those of sub-consultants in performing work and projects relevant to the Scope of Services outlined and described in the request. e. Resumes of the individuals who would be assigned to this project, including any subconsultants, with their corollary experience highlighted and specific roles in this project clearly described.
f. Standard hourly billing rates for the assigned staff, including any sub-consultants. g. Statement and explanation of any instances where your firm or sub-consultant has been removed from a project or disqualified from proposing on a project. h. List of three active customers located in the State of California listing the client, services provided, and quantity of hardware (minimum 15).
i. Describe contractor’s experience and methodology regarding integrations with parking and mobility related third parties.
Work Program
j. Description of your approach to completing the work listed in the scope of work. k. Detailed schedule by task and sub-task for completing the work. l. Estimated hours for your staff in performing each phase and task of the work, including sub-consultants, so we can clearly see who will be doing what work, and how much time it will take.
m. Detailed budget by task and sub-task for completing the work. n. Services or data to be provided by the City.
o. Services and deliverables provided by the Consultant(s). p. Any other information that would assist us in making this contract award decision. q. Description of assumptions critical to development of the response which may impact cost or scope.
r. Technical Compliance Matrix (TCM) (Attachment B)
s. Pricing Workbook (Attachment C)
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Requested Changes to Terms and Conditions
t. The City desires to begin work soon after selecting the preferred Contractor and expects the Contractor to execute the City’s contract and all the terms therein, as set forth in Exhibit A. To expedite the contracting process, each submittal shall include requested redlined changes to terms and conditions, if necessary. Please be advised that Contractor’s requested changes to the City’s terms and conditions will be considered by City staff when scoring and determining the competency and responsibility of the proposer.
Proposal Length
u. Proposal length should only be as long as required to be responsive to the RFP, including attachments and supplemental materials.
v. Proposals should not exceed 30 pages, including attachments and supplemental materials. City required forms, pricing forms and the Technical Compliance Matrix will be considered outside this maximum.
2. Proposal Evaluation and Selection. Proposals will be evaluated by a review committee and evaluated on the following criteria:
a. Understanding of the work required by the City.
b. Quality, clarity and responsiveness of the proposal. c. Demonstrated competence and professional qualifications necessary for successfully performing the work required by the City.
d. Recent team experience in successfully performing similar services. e. Creativity of the proposed approach in completing the work. f. Value
g. Writing skills.
h. References.
i. Background and experience of the specific individuals managing and assigned to this project.
j. Information about how your company mitigates the environmental impact of its services, such as greenhouse gas emissions, amount of waste generated, water and energy use, or other areas related to your products and services.
As reflected above, contract award will not be based solely on price, but on a combination of factors as determined to be in the best interest of the City. After evaluating the proposals and discussing them further with the finalists or the tentatively selected contractor, the City reserves the right to further negotiate the proposed work and/or method and amount of compensation.
3. Proposal Review and Award Schedule. The following is an outline of the anticipated schedule for proposal review and contract award:
a. Issue RFP [date]
b. Receive proposals [date]
c. Complete proposal evaluations [date]
d. Conduct finalist interviews and finalize recommendation [date]
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e. Execute contract [date]
f. Start work [date]
4. Ownership of Materials. All original drawings, plan documents and other materials prepared by or in possession of the Contractor as part of the work or services under these specifications shall become the permanent property of the City and shall be delivered to the City upon demand.
5. Release of Reports and Information. Any reports, information, data, or other material given to, prepared by or assembled by the Contractor as part of the work or services under these specifications shall be the property of the City and shall not be made available to any individual or organization by the Contractor without the prior written approval of the City.
6. Copies of Reports and Information. If the City requests additional copies of reports, drawings, specifications, or any other material in addition to what the Contractor is required to furnish in limited quantities as part of the work or services under these specifications, the Contractor shall provide such additional copies as are requested, and City shall compensate the Contractor for the costs of duplicating of such copies at the Contractor's direct expense.
7. Required Deliverable Products. The Contractor will be required to provide:
a. One electronic submission - digital-ready original .pdf of all final documents. If you wish to file a paper copy, please submit in sealed envelope to the address provided in the RFP. b. Corresponding computer files compatible with the following programs whenever possible unless otherwise directed by the project manager:
Word Processing: MS Word
Spreadsheets: MS Excel
Desktop Publishing: InDesign
Virtual Models: Sketch Up
Digital Maps: Geodatabase shape files in
State Plan Coordinate System as
specified by City GIS staff
c. City staff will review any documents or materials provided by the Contractor and, where necessary, the Contractor will be required to respond to staff comments and make such changes as deemed appropriate.
ALTERNATIVE PROPOSALS
8. Alternative Proposals. The proposer may submit an alternative proposal (or proposals) that it believes will also meet the City's project objectives but in a different way. In this case, the proposer must provide an analysis of the advantages and disadvantages of each of the alternative and discuss under what circumstances the City would prefer one alternative to the other(s).
9. Attendance at Meetings and Hearings. As part of the workscope and included in the contract price is attendance by the Contractor at up to [number] public meetings to present and discuss its findings and recommendations. Contractor shall attend as many "working" meetings with staff
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as necessary in performing work-scope tasks.
10. Accuracy of Specifications. The specifications for this project are believed by the City to be accurate and to contain no affirmative misrepresentation or any concealment of fact. Bidders are cautioned to undertake an independent analysis of any test results in the specifications, as City does not guaranty the accuracy of its interpretation of test results contained in the specifications package. In preparing its proposal, the bidder and all subcontractors named in its proposal shall bear sole responsibility for proposal preparation errors resulting from any misstatements or omissions in the plans and specifications that could easily have been ascertained by examining either the project site or accurate test data in the City's possession. Although the effect of ambiguities or defects in the plans and specifications will be as determined by law, any patent ambiguity or defect shall give rise to a duty of bidder to inquire prior to proposal submittal. Failure to so inquire shall cause any such ambiguity or defect to be construed against the bidder. An ambiguity or defect shall be considered patent if it is of such a nature that the bidder, assuming reasonable skill, ability and diligence on its part, knew or should have known of the existence of the ambiguity or defect. Furthermore, failure of the bidder or subcontractors to notify City in writing of specification or plan defects or ambiguities prior to proposal submittal shall waive any right to assert said defects or ambiguities subsequent to submittal of the proposal.
To the extent that these specifications constitute performance specifications, the City shall not be liable for costs incurred by the successful bidder to achieve the project’s objective or standard beyond the amounts provided there for in the proposal.
In the event that, after awarding the contract, any dispute arises as a result of any actual or alleged ambiguity or defect in the plans and/or specifications, or any other matter whatsoever, Contractor shall immediately notify the City in writing, and the Contractor and all subcontractors shall continue to perform, irrespective of whether or not the ambiguity or defect is major, material, minor or trivial, and irrespective of whether or not a change order, time extension, or additional compensation has been granted by City. Failure to provide the hereinbefore described written notice within one (1) working day of contractor's becoming aware of the facts giving rise to the dispute shall constitute a waiver of the right to assert the causative role of the defect or ambiguity in the plans or specifications concerning the dispute.
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SECTION I: PROPOSAL SUBMITTAL FORM - SAMPLE
The undersigned declares that she or he:
Has carefully examined [____________], which is hereby made a part of this proposal. Is thoroughly familiar with its contents.
Is authorized to represent the proposing firm.
Agrees to perform the work as set forth in this proposal. q Certificate of insurance attached; insurance company’s A.M. Best rating: __________________.
Firm Name and Address
Contact Phone
Signature of Authorized Representative
Date
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REFERENCES
Number of years engaged in providing the services included within the scope of the specifications under the present business name: .
Describe fully the last three contracts performed by your firm that demonstrate your ability to provide the services included with the scope of the specifications. Attach additional pages if required. The City reserves the right to contact each of the references listed for additional information regarding your firm's qualifications.
Reference No. 1:
Agency Name
Contact Name
Telephone & Email
Street Address
City, State, Zip Code
Description of services provided
including contract amount, when
provided and project outcome
Reference No. 2:
Agency Name
Contact Name
Telephone & Email
Street Address
City, State, Zip Code
Description of services provided
including contract amount, when
provided and project outcome
Reference No. 3
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Agency Name
Contact Name
Telephone & Email
Street Address
City, State, Zip Code
Description of services provided
including contract amount, when
provided and project outcome
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STATEMENT OF PAST CONTRACT DISQUALIFICATIONS
The proposer shall state whether it or any of its officers or employees who have a proprietary interest in it, has ever been disqualified, removed, or otherwise prevented from bidding on, or completing a federal, state, or local government project because of the violation of law, a safety regulation, or for any other reason, including but not limited to financial difficulties, project delays, or disputes regarding work or product quality, and if so to explain the circumstances.
Do you have any disqualification as described in the above paragraph to declare? Yes q No q
If yes, explain the circumstances.
Executed on at _______________________________________ under penalty of perjury of the laws of the State of California, that the foregoing is true and correct. ______________________________________
Signature of Authorized Proposer Representative
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ATTACHMENT A : FORM OF AGREEMENT - SAMPLE
CITY OF SAN LUIS OBISPO
PROFESSIONAL SERVICES AGREEMENT
This agreement (Agreement) is made and entered into in the City of San Luis Obispo on [DATE], by and between the City of San Luis Obispo, a municipal corporation and charter city (City) and [FILL] hereinafter referred to as Contractor (collectively referred to as the “Parties”).
WITNESSETH:
WHEREAS, on [date], City requested proposals for Parking Pay Stations (the “Project”); and WHEREAS, the City wants to procure a parking pay station solution to be implemented throughout the City with an emphasis on the customer service experience providing ease of use and convenience to a motorist. (the “Services”); and
WHEREAS, Contractor is qualified to perform this type of Services and has submitted a written proposal to do so, which has been accepted by City; and NOW, THEREFORE, in consideration of their mutual promises, obligations, and covenants hereinafter contained, the Parties hereto agree as follows:
1. TERM. The term of this Agreement shall be five (5) years from the date this Agreement is made and entered, as first written above. Unless notice of termination is made in writing by either party to the other no less than sixty (60) days prior to the end of contract term, this Agreement shall automatically renew for additional one (1) year terms for a maximum of ten (10) years from the date of this Agreement.
2. INCORPORATION BY REFERENCE. Notice Requesting Proposals for a Parking Pay Station Solution and Contractor's proposal dated [date] are hereby incorporated in and made a part of this Agreement, attached as Exhibit A. The City’s insurance requirements are hereby incorporated in and made part of this Agreement, attached as Exhibit B. To the extent that there are any conflicts between the Contractor’s fees and scope of work and the City’s terms and conditions as stated herein, the City’s terms and conditions shall prevail unless specifically agreed otherwise in writing signed by both Parties.
3. CITY’S OBLIGATIONS. For providing services as specified in this Agreement, and upon receipt of an invoice, City will pay and Contractor shall receive compensation as set forth in Consultant’s proposal and pursuant to the Payment Terms set forth in Exhibit B.
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4. CONTRACTOR’S OBLIGATIONS. For and in consideration of the payments and agreements herein before mentioned to be made and performed by City, Contractor agrees with City to do everything required by this Agreement including that work as set forth in Exhibit A.
5. PAYMENT OF TAXES. The contract prices shall include full compensation for all taxes that Contractor is required to pay.
6. LICENSES AND PERMITS. At all times during the term of this Agreement, Contractor shall have in full force and effect, all licenses required of it by law for the performance of the Services described in this Agreement. The Contractor shall procure all permits and licenses, pay all charges and fees, and give all notices necessary under this Agreement.
7. COMPLIANCE WITH LAW. The Contractor shall keep itself informed of and shall observe and comply with all applicable State and Federal laws and regulations, and county and City of San Luis Obispo ordinances, regulations and adopted codes, which in any manner affect those employed by Contractor or in any way affect the performance of the Services pursuant to this Agreement. The City, and its officers and employees, shall not be liable at law or in equity occasioned by failure of the Contractor to comply with this Section. Failure to comply with local ordinances may result in monetary fines and cancellation of this Agreement.
8. COMPLIANCE WITH INDUSTRY STANDARD. Contractor shall provide services acceptable to City in strict conformance with the Agreement. Contractor shall also provide in accordance with the standards customarily called for under this Agreement using the degree of care and skill ordinarily exercised by reputable providers of such services. Where approval by the City, the City Manager, the Mayor, or other representative of City is required, it is understood to be general approval only and does not relieve Contractor of responsibility for complying with all applicable laws, codes, policies, regulations, and good business practices.
9. INDEPENDENT CONTRACTOR.
a. Contractor is and shall at all times remain as to the City a wholly independent contractor. The personnel performing the Services under this Agreement on behalf of Contractor shall at all times be under Contractor's exclusive direction and control.
Neither City nor any of its officers, employees, or agents shall have control over the conduct of Contractor or any of Contractor's officers, employees, or agents, except as set forth in this Agreement. Contractor shall not at any time or in any manner represent that it or any of its officers, employees, or agents are in any manner officers, employees, or agents of the City. Contractor shall not incur or have the power to incur any debt, obligation, or liability whatsoever against City, or bind City in any manner.
b. No employee benefits shall be available to Contractor in connection with the performance of this Agreement. Except for the fees paid to Contractor as provided in the Agreement, City shall not pay salaries, wages, or other compensation to Contractor for performing the Services hereunder for City. City shall not be liable for compensation or indemnification to Contractor for injury or sickness arising out of performing services hereunder.
c. Contractor/Contractor’s duties and services under this agreement shall not include preparing or assisting the public entity with any portion of the public entity’s
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preparation of a request for proposals, request for qualifications, or any other solicitation regarding a subsequent or additional contract with the public entity. The public entity entering this agreement shall at all times retain responsibility for public contracting, including with respect to any subsequent phase of this project.
Contractor/Contractor’s participation in the planning, discussions, or drawing of project plans or specifications shall be limited to conceptual, preliminary, or initial plans or specifications. Contractor/Contractor shall cooperate with the public entity to ensure that all bidders for a subsequent contract on any subsequent phase of this project have access to the same information, including all conceptual, preliminary, or initial plans or specifications prepared by contractor pursuant to this agreement.”
10. PRESERVATION OF CITY PROPERTY. The Contractor shall provide and install suitable safeguards, approved by the City, to protect City property from injury or damage. If City property is injured or damaged resulting from Contractor’s operations, it shall be replaced or restored at Contractor’s expense. The City’s facilities shall be replaced or restored to a condition as good as when the Contractor began the work.
11. IMMIGRATION ACT OF 1986. The Contractor warrants on behalf of itself and all subcontractors engaged for the performance of the Services that only persons authorized to work in the United States pursuant to the Immigration Reform and Control Act of 1986 and other applicable laws shall be employed in the performance of the Services hereunder.
12. NON-DISCRIMINATION. In the performance of the Services, the Contractor agrees that it will not engage in, nor permit such sub-Contractors as it may employ, to engage in discrimination in employment of persons because of age, race, color, sex, national origin or ancestry, sexual orientation, or religion of such persons.
13. WORK SCHEDULED/TIME OF COMPLETION.
City and Contractor agree that time is of the essence in this Agreement. City and Contractor further agree that Contractor's failure to perform on or at the times set forth in this Agreement will damage and injure City, but the extent of such damage and injury is difficult or speculative to ascertain.
Consequently, City and Contractor agree that any failure to perform by Contractor at or within the times set forth herein shall result in liquidated damages for each and every day such performance is late or delayed. City and Contractor agree that such sum is reasonable and fair. Furthermore, City and Contractor agree that this Agreement is subject to Government Code Section 53069.85 and that each party hereto is familiar with and understands the obligations of said Section of the Government Code.
14. PAYMENT TERMS. The City’s payment terms are 30 days from the receipt of an original invoice and acceptance by the City of the materials, supplies, equipment, or services provided by the Contractor (Net 30). Contractor will submit invoices monthly for actual services performed. Invoices shall be submitted on or about the first business day of each month, or as soon thereafter as practical, for services provided in the previous month. Final June invoices shall be received no later than the 5th business day of July to meet City fiscal year-end deadlines. Payment shall be made within thirty (30) days of receipt of each invoice as to all non-disputed fees. If the City disputes any of Contractor's fees it shall give written notice to Contractor within thirty (30) days of receipt of an invoice of any disputed fees set
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forth on the invoice. Any final payment under this Agreement shall be made within fortyfive (45) days of receipt of an invoice, therefore.
15. INSPECTION. City shall at all times have the right to inspect the work being done under this Agreement and Contractor shall furnish City with every reasonable opportunity and assistance required for City to ascertain that the Services of the Contractor are being performed in accordance with the requirements and intentions of this Agreement. All work done, and all materials furnished, if any, shall be subject to the City’s inspection and approval. The inspection of such work shall not relieve Contractor of any of its obligations under the Agreement.
16. RELEASE OF INFORMATION.
a. All information gained by Contractor in performance of this Agreement shall be considered confidential and shall not be released by Contractor without City's prior written authorization. Contractor, its officers, employees, agents, or sub-Contractors, shall not, without written authorization from the City Manager or unless requested by the City Attorney, voluntarily provide declarations, letters of support, testimony at depositions, response to interrogatories, or other information concerning the work performed under this Agreement. Response to a subpoena or court order shall not be considered "voluntary" provided Contractor gives City notice of such court order or subpoena. b. Contractor shall promptly notify City should Contractor, its officers, employees, agents, or sub-Contractors be served with any summons, complaint, subpoena, notice of deposition, request for documents, interrogatories, request for admissions, or other discovery request (“Discovery”), court order, or subpoena from any person or party regarding this Agreement, unless the City is a party to any lawsuit, arbitration, or administrative proceeding connected to such Discovery, or unless Contractor is prohibited by law from informing the City of such Discovery. City retains the right, but has no obligation, to represent Contractor and/or be present at any deposition, hearing, or similar proceeding as allowed by law. Unless City is a party to the lawsuit, arbitration, or administrative proceeding and is averse to Contractor in such proceeding, Contractor agrees to cooperate fully with City and to provide the opportunity to review any response to Discovery requests provided by Contractor. However, City's right to review any such response does not imply or mean the right by City to control, direct, or rewrite said response.
17. OWNERSHIP OF DOCUMENTS.
a. Contractor shall maintain complete and accurate records with respect to sales, costs, expenses, receipts, and other such information required by City that relate to the performance of the Services under this Agreement. Contractor shall maintain adequate records of services provided in sufficient detail to permit an evaluation of services. All such records shall be maintained in accordance with generally accepted accounting principles and shall be clearly identified and readily accessible. Contractor shall provide free access to the representatives of City or its designees at reasonable times to such books and records; shall give City the right to examine and audit said books and records; shall permit City to make transcripts or copies therefrom as necessary; and shall allow inspection of all work, data, documents, proceedings, and activities related to this Agreement. Such records, together with supporting documents, shall be maintained for a period of three (3) years after receipt of final payment.
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b. Upon completion of, or in the event of termination or suspension of this Agreement, all original documents, designs, drawings, maps, models, computer files, surveys, notes, and other documents prepared in the course of providing the Services under this Agreement shall become the sole property of the City and may be used, reused, or otherwise disposed of by the City without the permission of the Contractor. With respect to computer files, Contractor shall make available to the City, at the Contractor's office and upon reasonable written request by the City, the necessary computer software and hardware for purposes of accessing, compiling, transferring, copying and/or printing computer files. Contractor hereby grants to City all right, title, and interest, including any copyright, in and to the documents, designs, drawings, maps, models, computer files, surveys, notes, and other documents prepared by Contractor in the course of providing the Services under this Agreement.
18. INDEMNIFICATION AND DEFENSE. To the fullest extent permitted by law (including, but not limited to California Civil Code Sections 2782 and 2782.8), Contractor shall indemnify, defend, and hold harmless the City, and its elected officials, officers, employees, volunteers, and agents (“City Indemnitees”), from and against any and all causes of action, claims, liabilities, obligations, judgments, or damages, including reasonable legal counsels’ fees and costs of litigation (“claims”), arising out of the Contractor’s performance or Contractor’s failure to perform its obligations under this Agreement or out of the operations conducted by Contractor, including the City’s passive negligence, except for such loss or damage arising from the sole or active negligence or willful misconduct of the City. In the event the City Indemnitees are made a party to any action, lawsuit, or other adversarial proceeding arising from Contractor’s performance of this Agreement, the Contractor shall provide a defense to the City Indemnitees or at the City’s option, reimburse the City Indemnitees the ir costs of defense, including reasonable legal fees, incurred in defense of such claims. The review, acceptance or approval of the Consultant’s work or work product by any indemnified party shall not affect, relieve or reduce the Consultant’s indemnification or defense obligations. This Section survives the completion of the services or the termination of this contract. The provisions of this section are not limited by and do not affect the provisions of this contract relating to insurance.
Consultant’s indemnification obligations under this section extend to any claims arising out of or related to the negligence, recklessness, or willful misconduct of any sub-consultants/ subcontractors.
19. SUSPENSION OR TERMINATION OF AGREEMENT WITHOUT CAUSE. a. The City may at any time, for any reason, with or without cause, suspend or terminate this Agreement, or any portion hereof, by serving upon the Contractor at least thirty (30) days prior written notice. Upon receipt of said notice, the Contractor shall immediately cease all work under this Agreement, unless the notice provides otherwise. If the City suspends or terminates a portion of this Agreement such suspension or termination shall not make void or invalidate the remainder of this Agreement. b. In the event this Agreement is terminated pursuant to this Section, the City shall pay to Contractor the actual value of the work performed up to the time of termination, provided that the work performed is of value to the City. Upon termination of the
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Agreement pursuant to this Section, the Contractor will submit an invoice to the City pursuant to Section 14.
20. TERMINATION FOR CAUSE. If, during the term of the Agreement, the City determines the Contractor is not faithfully abiding by any term or condition contained herein, the City may notify the Contractor in writing of such defect or failure to perform. This notice must give the Contractor a ten (10) calendar day notice of time thereafter in which to perform said work or cure the deficiency.
a. If the Contractor has not performed the work or cured the deficiency within the ten (10) days specified in the notice, such shall constitute a breach of the Agreement and the City may terminate the Agreement immediately by written notice to the Contractor to said effect (“Notice of Termination”). Thereafter, neither party shall have any further duties, obligations, responsibilities, or rights under the Agreement except to comply with the obligations upon termination. b. In said event, the Contractor shall be entitled to the reasonable value of its services performed from the beginning date in which the breach occurs up to the day it received the City’s Notice of Termination, minus any offset from such payment representing the City’s damages from such breach. “Reasonable value” includes fees or charges for goods or services as of the last milestone or task satisfactorily delivered or completed by the Contractor as may be set forth in the Agreement payment schedule; compensation for any other work or services performed or provided by the Contractor shall be based solely on the City’s assessment of the value of the work-inprogress in completing the overall scope. c. The City reserves the right to delay such payment until completion or confirmed abandonment of the project, as may be determined in the City’s sole discretion, so as to permit a full and complete accounting of costs. In no event, however, shall the Contractor be entitled to receive in excess of the not to exceed amount shown in this Agreement.
21. INSURANCE. Contractor shall maintain prior to the beginning of and for the duration of this Agreement insurance coverage as specified in Exhibit B attached to and made part of this Agreement.
22. BUSINESS LICENSE & TAX. The Contractor must have a valid City of San Luis Obispo business license & tax certificate before execution of the contract. Additional information regarding the City’s business tax program may be obtained by calling (805) 781-7134.
23. SAFETY PROVISIONS. The Contractor shall conform to the rules and regulations pertaining to safety established by OSHA and the California Division of Industrial Safety.
24. PUBLIC AND EMPLOYEE SAFETY. Whenever the Contractor operations create a condition hazardous to the public or City employees, it shall, at its expense and without cost to the City, furnish, erect and maintain such fences, temporary railings, barricades, lights, signs and other devices and take such other protective measures as are necessary to prevent accidents or damage or injury to the public and employees.
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25. UNDUE INFLUENCE. Contractor declares and warrants that no undue influence or pressure was used against or in concert with any officer or employee of the City in connection with the award, terms or implementation of this Agreement, including any method of coercion, confidential financial arrangement, or financial inducement. No officer or employee of the City has or will receive compensation, directly or indirectly, from Contractor, or from any officer, employee or agent of Contractor, in connection with the award of this Agreement or any work to be conducted as a result of this Agreement. Violation of this Section shall be a material breach of this Agreement entitling the City to any and all remedies at law or in equity.
26. ASSIGNMENT. The Contractor shall not assign, transfer, convey or otherwise dispose of the contract, or its right, title or interest, or its power to execute such a contract to any individual or business entity of any kind without the previous written consent of the City.
27. AMENDMENT. Any amendment, modification, or variation from the terms of this Agreement shall be in writing and shall be effective only upon approval by the appropriate review authority according to the City’s Financial Management Manual. Contractor shall not be compensated for any services rendered in connection with its performance of this Agreement which are in addition to those set forth herein, unless such additional services are authorized by the City in advance and in writing.
28. COMPLETE AGREEMENT. This written Agreement, including all writings specifically incorporated herein by reference, shall constitute the complete Agreement between the Parties hereto. No oral agreement, understanding, or representation not reduced to writing and specifically incorporated herein shall be of any force or effect, nor shall any such oral Agreement, understanding, or representation be binding upon the Parties hereto. Each party is entering into this Agreement based solely upon the representations set forth herein and upon each party's own independent investigation of any and all facts such party deems material.
29. NOTICE. All notices to the Parties hereto under this Agreement shall be in writing and shall be sent either by (i) personal service, (ii) delivery by a reputable document delivery service, such as, but not limited to, Federal Express, which provides a receipt showing date and time of delivery, or (iii) United States Mail, certified, postage prepaid, return receipt requested. All such notices shall be delivered to the addressee or addressed as set forth below:
To City: Mobility Services
City of San Luis Obispo
1260 Chorro St, Ste B
San Luis Obispo, CA 93401
Attention: Donna King
To Contractor: Name
Mailing Address
30. GOVERNING LAW. Any action arising out of this Agreement shall be brought in the Superior Court of San Luis Obispo County, California, regardless of where else venue may lie. The
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validity, interpretation, construction and performance of this Agreement, and all acts and transactions pursuant hereto and the rights and obligations of the Parties hereto shall be governed, construed and interpreted in accordance with the laws of the State of California, without giving effect to principles of conflicts of law.
31. AUTHORITY TO EXECUTE AGREEMENT. Both City and Contractor do covenant that each individual executing this Agreement on behalf of each party is a person duly authorized and empowered to execute Agreements for such party.
IN WITNESS WHEREOF, the Parties hereto have caused this instrument to be executed the day and year first above written.
CITY CONTRACTOR
_______________________________
By: [Name]
Its: [Title of City Manager or Department Head]
_______________________________
By: [Name]
Its: [Title]
APPROVED AS TO FORM:
_______________________________
By: J. Christine Dietrick, City Attorney
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EXHIBIT A
Page intentionally left blank pending attachment of RFP and contractor’s proposal
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EXHIBIT B: INSURANCE REQUIREMENTS
Insurance Requirements – Standard Professional Services The Contractor shall procure and maintain for the duration of the contract insurance against claims for injuries to persons or damages to property which may arise from or in connection with the performance of the work hereunder by the Contractor, its agents, representatives, employees or subcontractors.
Minimum Scope of Insurance. Coverage shall be at least as broad as:
1. Insurance Services Office Commercial General Liability coverage (occurrence form CG 0001).
2. Insurance Services Office form number CA 0001 (Ed. 1/87) covering Automobile Liability, code 1 (any auto).
3. Workers' Compensation insurance as required by the State of California and Employer's Liability Insurance.
Minimum Limits of Insurance. Contractor shall maintain limits no less than:
1. General Liability: $1,000,000 per occurrence for bodily injury, personal injury and property damage. If Commercial General Liability or other form with a general aggregate limit is used, either the general aggregate limit shall apply separately to this project/location or the general aggregate limit shall be twice the required occurrence limit of $2,000,000.
2. Automobile Liability: $1,000,000 per accident for bodily injury and property damage.
3. Employer's Liability: $1,000,000 per accident for bodily injury or disease.
Deductibles and Self-Insured Retentions. Any deductibles or self-insured retentions must be declared to and approved by the City. At the option of the City, either: the insurer shall reduce or eliminate such deductibles or self-insured retentions as respects the City, its officers, officials, employees and volunteers; or the Contractor shall procure a bond guaranteeing payment of losses and related investigations, claim administration and defense expenses.
Other Insurance Provisions. The general liability and automobile liability policies are to contain, or be endorsed to contain, the following provisions:
1. The City, its officers, officials, employees, agents and volunteers are to be covered as insureds as respects: liability arising out of activities performed by or on behalf of the Contractor; products and completed operations of the Contractor; premises owned, occupied or used by the Contractor; or automobiles owned, leased, hired or borrowed by the Contractor. The coverage shall contain no special limitations on the scope of protection afforded to the City, its officers, official, employees, agents or volunteers.
2. For any claims related to this project, the Contractor's insurance coverage shall be primary insurance as respects the City, its officers, officials, employees, agents and volunteers. Any insurance or self-insurance maintained by the City, its officers, officials, employees, agents or volunteers shall be excess of the Contractor's insurance and shall not contribute with it.
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3. The Contractor's insurance shall apply separately to each insured against whom claim is made or suit is brought, except with respect to the limits of the insurer's liability.
4. Each insurance policy required by this clause shall be endorsed to state that coverage shall not be suspended, voided, canceled by either party, reduced in coverage or in limits except after thirty
(30) days' prior written notice by certified mail, return receipt requested, has been given to the 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.
Verification of Coverage. Contractor shall furnish the City with a certificate of insurance showing maintenance of the required insurance coverage. Original endorsements effecting general liability and automobile liability coverage required by this clause must also be provided. The endorsements are to be signed by a person authorized by that insurer to bind coverage on its behalf. All endorsements are to be received and approved by the City before work commences.
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ATTACHMENT A: DATA, SECURITY AND SYSTEM REQUIREMENTS
1. Overview
A comprehensive Parking Management Program requires a significant focus on data, integration, and system design and security. The City desires to partner with Contractors who focus on flexible and industry leading solutions while providing secure and compliant technology. This section includes additional requirements beyond what is defined in specific sections of this RFP. Proposers must take care to fully understand all related requirements as all will be part of the resulting contract awarded.
2. System and Security Requirements
2.1 Contractor shall provide secure hosting and support for all functions, ensuring availability through the Internet for all devices, including desktop and mobile computers, phones, tablets, and other wireless devices. The City shall not be required to install or maintain software on servers owned or managed by the City.
2.2 Computers that access the System shall not require special software packages or client software to access the System. Any computer shall be able to access the System through a standard web browser without plug-ins or other components.
2.3 Contractor shall be responsible for taking every precaution to ensure that all systems, files, data, equipment, communications, and facilities are reliable.
2.4 Contractor shall be responsible for virus detection, prevention, control, and eradication for all System servers and connected devices.
2.5 Contractor shall have security features that are designed to maintain the security of all information contained in the System database and maintain the confidentiality of information. Contractor s security for the System and all connections thereto shall conform to current industry best practices.
2.6 Contractor is expressly forbidden from selling, leasing, distributing, publishing, or otherwise sharing any personal information collected from the City, including, but not limited to, transaction history, address, email address, phone number, and credit card information. Notwithstanding the preceding restrictions, Contractor shall be permitted to use such information to enable the services provided to City as part of this agreement. At the City s sole discretion, the City may direct the Contractor to share data in a secure manner with City appointed parties.
2.7 All information security incidents shall be reported immediately to the City. Security incidents include theft, loss, damage or compromise to information systems and data, known vulnerabilities and exploits, website defacement or compromise, successful malware attacks, denial of services, and other security events as defined by the City s Information Security Officer.
2.8 Contractor shall establish and maintain data storage, retention, and archive procedures to maintain System performance.
2.9 The System shall provide full system backup and recovery capabilities. Contractor shall be responsible for the maintenance of the database which will include back-up and recovery procedures. Contractor shall make sufficient backups to ensure that no data is lost in any circumstances.
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2.10 System uptime is critical. The Contractor will maintain a 99.5% or greater uptime annually for the system as whole, including any subsystems critical to solution operation.
2.11 Uptime will be excluding scheduled maintenance. Contractor will notify City of any schedule downtime at least 7 days in advance. Scheduled maintenance shall be coordinated to have the least impact on City operations.
3. PCI Compliance
3.1 As required, the Contractor solution shall be compliant with Payment Card Industry Data Security Standard Level 1 latest version at the time of contract execution.
3.2 As the PCI Data Security Standard evolves, Contractor shall be responsible for maintaining compliance with that standard at Contractor's sole expense.
3.3 Contractor shall provide an Attestation of Compliance (AoC) as a declaration of compliance status with PCI DSS at the request of the City.
4. Data Requirements
4.1 The City shall be the exclusive owner of all data and rights to the data generated from the Systems, regardless of whether the data is direct or derived, calculated, or modeled.
4.2 Contractor shall store or archive (with the City s approval) all transaction data generated during the term of the Agreement and retain it for at least five years after its termination.
4.3 Contractor shall deliver copies of all System data upon request of City, or its designee, and upon the termination of the Agreement in a format mutually agreed upon by both parties.
4.4 Contractor shall be responsible for providing transaction data in a format that is readable by City using commonly available commercial off-the-shelf software.
4.5 At termination of the contract, for any reason, resulting from this RFP, if the successor contract is awarded to another firm, Contractor must develop and implement a Data Conversion Plan between Contractor and the City or its designee.
5. Integration Requirements
Some required integrations are fully defined in solution specific sections of this RFP. This section includes additional or complimentary requirements. It is assumed and required by the City that the Contractor s solution, which may include one or more systems and/or third-party systems, will be integrated by the time of contract execution as would be necessary to meet the requirements for their specific service.
5.1 Contractor shall utilize open-source API s that allows for current and future integration with third parties.
5.2 Contractor shall provide real-time integration with the City s current, new, and future parking technology and data management Contractors, including, but not limited to, citation issuance/enforcement handhelds, LPR, and mobile payment. These types of integrations are considered standard in the industry.
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5.3 The City recognizes that standard integrations have a certain amount of latency between systems. However, timely data exchanges are required for efficient and accurate parking operations. Latency between any two systems shall not exceed an average of 90 seconds for every 100 consecutive transactions. The latency measurement shall be defined as the moment a data request is made or data is sent to the moment the data is delivered and is viewable to any end user.
5.4 Should latency be observed in excess of 90 seconds, Contractor will work with the City to measure the latency, identify the point of default, and correct the default.
5.5 Custom integration, being nonstandard and not identified in this RFP, may be considered in the future by the City. Contractor agrees to provide the necessary development to achieve a custom integration for a mutually agreed cost and schedule to be memorialized in amendment to the resulting contract from this RFP.
5.6 Batch data transfer may be considered for certain integrations, at the sole discretion of the City.
5.7 Contractor shall provide all necessary parking-related data in a format compatible with standard industry integrations. In the event that data formats between City Contractors do not match, the City may require either Contractor to make reasonable changes to their format at no additional cost to the City.
5.8 Contractor shall operate in good faith with the City and the City s designated Contractors to implement, troubleshoot and complete necessary integration as defined by the City.
5.9 In the event that two or more Contractors cannot agree on the methodology used for any integration, the City will select the methodology most advantageous for the City.
6. Standard Integrations
The following is a list of standard integrations.
6.1 Parking Meter or Pay Station Systems shall integrate with:
6.1.1 Citation Issuance, Processing and Enforcement System
6.1.2 Licenses Place Recognition System (LPR)
6.1.3 Mobile or Text to Pay Payment System
6.2 Mobile or Text to Pay Payment System shall integrate with:
6.2.1 Citation Issuance, Processing and Enforcement System
6.2.2 Licenses Place Recognition System (LPR)
6.2.3 Parking Meter or Pay Station System
6.2.4 Parking Access Revenue Control System
6.3 Parking Access Revenue Control System
6.3.1 Citation Issuance, Processing and Enforcement System
6.3.2 Licenses Place Recognition System (LPR)
6.3.3 Parking Meter or Pay Station System
6.3.4 Mobile or Text to Pay Payment System
6.3.5 Permit Management System
6.4 Citation Issuance, Processing and Enforcement Systems shall integrate with:
6.4.1 Parking Meter or Pay Station System
6.4.2 Parking Access Revenue Control System
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6.4.3 Licenses Plate Recognition System
6.4.4 Mobile or Text to Pay Payment System
6.4.5 Permit Management System
6.4.6 Department of Motor Vehicles for the City s state
6.4.7 Out of State motor vehicle registries
6.4.8 Department of Justice or Police Depart for the City s state (for wanted vehicle hotlists)
6.4.9 California Franchise Tax Board (CA only)
6.4.10 Delinquent collections agency (if applicable)
6.5 Permit Management Systems shall integrate with:
6.5.1 Parking Access Revenue Control System
6.5.2 Citation Issuance, Processing and Enforcement System
6.5.3 Licenses Plate Recognition System
6.5.4 Any local databases necessary for permit processing
6.6 Licenses Plate Recognition System shall integrate with:
6.6.1 Citation Issuance, Processing and Enforcement System
6.6.2 Parking Meter or Pay Station System
6.6.3 Parking Access Revenue Control System
6.6.4 Mobile or Text to Pay Payment System
6.6.5 Permit Management System
6.6.6 Department of Justice or Police Depart for the City s state (for wanted vehicle hotlists)
7. Integration with City Systems
7.1 Integration with City systems shall be considered a standard integration.
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ATTACHMENT B: TECHNOLOGY COMPLIANCE MATRIX
Page intentionally left blank. Attachment C is an MS Excel file to be completed by contractor with RFP submittal
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ATTACHMENT C: PRICING WORKBOOK
Page intentionally left blank. Attachment D is an MS Excel file to be completed by contractor with RFP submittal
Item 7c
Department: Public Works
Cost Center: 9501
For Agenda of: 11/12/2024
Placement: Business
Estimated Time: 60 Minutes
FROM: Matt Horn, Public Works Director
Prepared By: Sandra Golonka, Capital Projects Manager III SUBJECT: RECEIVE THE MISSION PLAZA ENHANCEMENT PROJECT, SPECIFICATION NO. 91439-01, CONSTRUCTION BID AND PROJECT
BUDGET UPDATE
RECOMMENDATION
1. Receive a presentation on the “Mission Plaza Enhancements Project – Construction Bids and Budget Update,” Specification No. 91439-01; and
2. Provide input and direct staff to proceed with Alternative One, Two, or Three, or some combination thereof, as discussed in this staff report.
REPORT IN BRIEF
The Mission Plaza Enhancement Project, initiated from the 2017 Mission Plaza Concept Plan, has undergone several reviews and approvals over the years. In June 2023, the City Council authorized the project to be advertised for bids. Since then, the project has been advertised three separate times for bids. The first two attempts resulted in nonresponsive bids due to contractor discrepancies, while the third and most recent advertisement produced two responsive bids that significantly exceeded the engineer’s estimate. The lowest responsive bid submitted by a responsible contractor was nearly double the estimated cost, resulting in a substantial funding shortfall. Staff has developed alternatives for Council’s consideration.
POLICY CONTEXT
With the adoption of the Fiscal Year 2023-25 Financial Plan, Council established a Major City Goal of Economic Resiliency, Cultural Vitality, and Fiscal Sustainability. Within that Major City Goal is the strategic approach for Downtown Vitality with efforts to focus on supporting infrastructure investments. The Mission Plaza improvements are included in the infrastructure investments the City is pursuing to meet the Major City Goal by activating a public space and increasing safety of the plaza.
The recommended actions for the award and fund appropriation are supported by the City Council’s adopted Capital Improvement Plan as well as its Fund Balance and Reserve Policy. The City’s Fund Balance and Reserve Policy was adopted in June 2021 and includes guidelines related to the Capital Projects Reserve Fund, as follows:
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The City will maintain a committed reserve of 20% of the Capital Improvement Plan budget from the Local Revenue Measure for the purposes of offsetting unanticipated cost increases, unforeseen conditions, and urgent unanticipated projects to provide continued investment in infrastructure maintenance and enhancement. Use and allocations of funds from the Capital Projects Reserve Fund will be made to Capital Projects including Major Facility Replacement upon Council approval as necessary during any fiscal year.
At this time, there are no other projects anticipated to draw from this account. Staff will keep the Council updated as additional funding needs arise for future projects. The recommended use of the Reserve to supplement the Mission Plaza Enhancement project is consistent with this policy.
DISCUSSION
Background
In 2017, the City Council reviewed and adopted the Mission Plaza Concept Plan. A major component of the Concept Plan is to replace the existing restroom and install a new Kiosk Café to encourage longer stays and better activate the plaza. The Concept Plan was developed during a 24-month process involving numerous stakeholder meetings, community workshops, and input from the Parks and Recreation Commission, Cultural Heritage Commission, Architectural Review Commission, and Planning Commission.
In October of 2018, Staff delivered a presentation to the Cultural Heritage Committee (CHC) to convey the intent and scope of the project and receive feedback regarding the City’s project development plan. The result was the formation of a CHC sub-committee which included interested community members.
On August 7, 2019, Staff presented the Preliminary Site Plan to the Parks and Recreation Commission. The commission showed support for the proposed plan with recommendations to move forward with the option to provide accommodations for food truck operation and not a standalone café. Additional recommendations include providing bike racks for visitors to the plaza as well as for further activation including small concerts, art shows, children’s workshops, and public readings.
In 2020, after several advisory body meetings, a Council Study Session was conducted to get direction on the final scope of the project.
On April 25, 2022, the conceptual design was presented to the Cultural Heritage Committee. The project was reviewed by the Community Development Director through the Architectural Review application and the conceptual project plans were approved on June 1, 2022, based on findings and subject to project conditions that have been incorporated into the final construction documents.
On June 20, 2023, the City Council authorized staff to advertise for construction bids for the Mission Plaza Enhancement Project and authorized the City Manager to award the contract if the lowest responsible bid was below the publicly disclosed funding amount of $2,400,000.
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Mission Plaza Enhancements – Construction Plans (Attachment A) and Special Provisions (Attachment B) developed by RRM and staff include many features identified in the previously adopted Mission Plaza Concept Plan.
These features include:
1. Increased Americans with Disabilities Act (ADA) accessibility around the Mission Plaza restrooms and Murray Adobe patio area
2. Activate the Mission Plaza by creating a space for the public to purchase food and drinks and occupy the space
3. Remove the trellis over the adobe and replace it with open seating for dining activities
4. Add drainage inlets around the Murray Adobe and a protective plaster wall with a viewing window
5. Installation of Public Art and Art Kiosk to provide a point of interest and promote community events and engagement
6. Increased restroom capacity
7. Improved security with the addition of cameras and lighting
8. Provide opportunities for vendors to lease and operate a Café Kiosk
9. Improved signage
10.Better lines of sight; to open the area up resulting in better lighting and unobstructed sight paths
The project is subject to conditions of approval including but not limited to protection of the Murray Adobe by hiring a qualified Architectural Historian to monitor construction work and Archeological Monitoring in compliance with the Archaeological Resource Preservation Program Guidelines due to the historic and culturally significant nature of the site.
Construction Bids
The project was advertised with an estimated construction cost of $2,250,000 and a contract duration of 180 working days. The total project bid publicly disclosed a funding amount of $2,400,000.
1st Bid Opening
On April 18, 2024, one bid was received and opened. Quincon Incorporated (Quincon) was the apparent lowest bidder with a listed bid total of $3,434,423.19. Staff reviewed the bid submittal and discovered multiple pricing errors, creating a discrepancy between the listed bid total and the correct bid total per unit price in the submitted documents. When re-calculating the bid total based on the unit price listed, the total bid amount increased to $7,223,406.99. The bid was deemed non-responsive due to pricing errors.
On May 8, 2024, the City Manager authorized staff to reject the bid received and readvertise the project.
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2nd Bid Opening
On June 13, 2024, two bids were received from Quincon and Edwards Construction Group (Edwards) for the project. Both bids were above the original Engineer’s Estimate, and Quincon was the apparent low bidder with a listed bid total of $3,833,510.68. Staff reviewed the bid submittals and determined that both bidders, including the apparent low bidder, provided insufficient information to determine responsiveness.
Table: Bid Results from the second bid opening
06/13/2024
Engineer's Estimate Quincon Edwards
$2,250,000 $3,833,511 $7,888,068
Quincon’s bid proposal did not acknowledge Addendums #1 and #2 released for this project during the advertisement period. Additionally, Quincon did not include an item price for Item No. 7 (tree removal) listed in the bid item list.
Edwards’ bid proposal did not include item prices listed in the bid item list. Furthermore, Edwards did not sufficiently itemize subcontractor percentages of work on the bid forms.
Following the bid opening on June 13, 2024, the second apparent low bidder, Edwards, submitted a formal bid protest to the City. The protest contended that the apparent low bidder, Quincon, did not list all qualified subcontractors, did not list any addendums issued to the project, and that the date and time-stamped bid forms were from a previous project.
The protest further contended that for those reasons, Edwards should be named as the lowest, responsive bidder.
As a result of these responsiveness issues, staff recommended rejecting all bids and readvertising to the City Manager. On July 17, 2024, the City Manager authorized staff to reject the bids received and readvertise.
3rd Bid Opening
On October 3, 2024, two bids were received and opened from Quincon Inc. (Quincon) and Edwards Construction Group (Edwards). Quincon was the apparent low bidder with a bid total amount of $4,230,551.77. The apparent low bid amount exceeds the publicly disclosed funding amount of $2,400,000. Both bids were above the original Engineer’s Estimate of $2,250,000 and the project is experiencing a budget shortfall in the amount of $1,106,613.
Table: Bid Results from the third bid opening 10/3/24
Engineer's
Estimate Quincon Edwards
$2,250,000 $4,230,552 $5,205,517
To provide a clearer analysis of the project costs, the table below highlights the top 10 items from the bid list, which together account for over 65% of the total project cost. The increase in costs beyond the Engineer’s Estimate can be attributed to recent economic
Item 7c
trends, including high demand and a limited pool of contractors qualified to complete the project. Additionally, the specialized nature of metal fabrication, custom pole lighting, custom pavers, and the detailed handwork required for Adobe repair have contributed to the cost escalation.
Project Delivery Alternatives
Due to the ongoing cost escalation of the advertised project and three bid results over the available project budget, Council may desire to reduce the project cost and alter the scope of work. Therefore, staff have prepared options for Council’s consideration of whether to award the project as advertised, award with cost reducing modifications, or defer the project and readvertise with a redesigned scope. These alternatives are intended to achieve cost reduction while still providing improvements to the plaza.
The alternative pathways below offer different approaches, each influencing project delivery timeframe, costs, long-term maintenance, and funding strategies.
Item Description Total % of
Cost
Restroom Building $953,794.09 22.55%
Kiosk Building $498,449.97 11.78%
Electrical And Communication
Improvements
$398,395.81 9.42%
Decorative Light Pole, Foundation
And Luminare $316,268.44 7.48%
Demolition Of Existing
Improvements
$159,720.56 3.78%
Brick Unit Paving $136,530.00 3.23%
Tree – 96” Box $121,612.00 2.87%
Privacy Screens And Trash Encloure $100,988.56 2.39%
Decorative Picket Fence $90,400.00 2.14%
$2,776,159.43 65.62%
Item 7c
Alternative 1 – Award the Project
1a. - Award as advertised to Quincon Incorporated
If Council chooses to award the construction contract now, the project will move forward as planned. This would fulfill the goals identified in the Mission Plaza Concept Plan by reactivating the space and creating a more usable area for the public. The Café Kiosk would provide dining opportunities, and the open design would enhance visibility and improve security in the area. Improving and protecting the Murray Adobe from further deterioration and vandalism. The project would also enhance accessibility around Mission Plaza and Murray Adobe, making the space more inclusive for everyone.
Awarding the project would require an additional $1,106,613, to be sourced from the CIP Reserve balance. This could place a strain on resources for future CIP projects due to rising construction costs. Moreover, the use of custom products in the design could lead to higher long-term maintenance and replacement costs.
The renderings created by RRM Design Group below provide conceptual visuals of the advertised project’s scope and potential appearance. The project includes replacing the restroom building, constructing a kiosk building, creating an uncovered outdoor seating area, and making associated site improvements, such as adding site furniture and upgrading signage.
Item 7c
1a. - Fiscal Impact
Awarding the project as advertised to Quincon in the amount of $4,230,552 would require an additional budget appropriation of $1,106,613 from the CIP Reserve. After accounting for all pending Budget Adjustment Requests (BARs), the current CIP Reserve balance stands at $3,010,000. With the proposed appropriation, the remaining balance in the CIP Reserve would be $1,903,387. Construction would be expected to start in February 2025. 1b. – Award, Value Engineer Project Specialty Components Council may choose to award the contract and authorize staff to Value Engineer (VE) specialty products with standard alternatives while ensuring the project's aesthetics are preserved. Under this alternative, staff, in collaboration with the RRM design consultant, will evaluate custom products to identify opportunities for substitution with stock or city standard products. This value engineering process involves assessing each custom item for potential replacement with readily available alternatives that maintain the desired aesthetic and functionality. The City Engineer, with the approval from the Director of
Item 7c
Public Works and the Director of Community Development, would approve alternative products which would be issued through a change order. Options within the specialty products are:
1b.1. (VE) Flatwork – Remove decorative pavers, brick, granite, and install Mission Style Concrete
1b.2. (VE) Metals – Remove the decorative planter fencing, seating area fencing, decorative utility covers, decorative pickets, and bar counter. Replace these with standard railing, utility covers, and a stock counter, and remove pickets from locations where they are not needed
1b.3. (VE) Lighting – Remove custom lighting poles and fixtures and replace with City Standard Downtown Pedestrian Lighting Posts
1b.4. (VE) Trees - Reduce the size of the tree boxes to accommodate more readily available tree sizes. The original bid item had significantly higher costs due to the limited availability and delivery of the specified tree size.
Replacement of one or multiple specialty options may result in nominal immediate savings due to the nature of construction and material costs. Additionally, value engineering by choosing standard products will reduce future maintenance and replacement costs, preventing long-term financial impacts. Custom materials may be harder to source or replace if they become damaged or deteriorate over time, increasing both costs and the potential for delays or issues.
The table below compares the specialty product cost to the standard product cost. After consultation with the consultant design team, staff assume a uniform 30% cost reduction when switching from specialty products to standard products. Applying this reduction equally to both bidders maintained that Quincon remained the low bidder for the project.
The 30% cost reduction was discussed with the design consultants as a conservative estimate of potential cost savings achievable through material substitution.
Awarding Alternative 1b would require the same level of funding from the CIP Reserve balance as Alternative 1a to ensure the total project cost is covered. The actual cost savings from the redesign process to replace specialty products with standard alternatives are estimates, so it is recommended that the total budget and funding request would be the same under Alternative 1b as under Alternative 1a. It is estimated that the total project cost could result in savings of approximately $235,000, which would be returned to the CIP Reserve Fund balance after completion of construction. Construction would be expected to start in February 2025.
Specialty Products Estimated Cost
Reduction
Flatwork $76,930
Metals $73,570
Lighting $94,880
Trees $69,470
Value Engineer Cost $80,000
Total Potential
Construction Savings
$234,850
Item 7c
Alternative 2 – Revise Existing Design and Rebid
Council may choose to authorize staff to redesign the project to remove the Café Kiosk and all associated costs, as well as to replace specialty products with standard alternatives (as noted in Alternative 1b) while ensuring the project's aesthetics are preserved.
Removing the Café Kiosk could reduce costs, but accurately estimating total savings is difficult due to increasing construction costs. The current bid includes $498,450 for the Kiosk Building. The table below outlines the cost reduction of removing the kiosk. With the removal of the café, the space would not be activated as originally intended, but it would offer flexibility for other uses, such as testing the food truck concept identified in the 2020 staff report, and could still support existing and future special events. The City would no longer need to manage a kiosk vendor and risks of vandalism and theft would decrease, particularly during periods when the café is not occupied. Additionally, replacing specialty products with standard products would lower future maintenance costs.
The absence of a café could lead to a less vibrant and potentially underused space, which raises concerns about the area becoming stagnant or prone to undesirable activities. To address this, staff, in collaboration with RRM, would need to develop solutions to ensure the space remains active and safe after construction. RRM has been involved in the project since its inception, providing insights during advisory body presentations and Alternative 1:
Award as
Advertised
Alternative 1b:
Award, VE Project
Specialty
Components
Construction Project Cost $4,230,552 $4,230,552
Savings Specialty Products
(Flatwork) $76,930
Savings Specialty Products
(Metals) $73,570
Savings Specialty Products
(Lighting) $94,880
Savings Specialty Products
(Trees) $69,470
Re-Design Cost -$80,000
Total Potential Saving in
Specialty Products $234,850
Contingency (20%) $846,110 $846,110
Const. Support Cost $733,822 $733,822
Project Total $5,810,485 $5,810,485
Available Project Balance: $4,703,872 $4,703,872
Funding Request $1,106,613 $1,106,613
Alternatives 1 - Award Project
Item 7c
understanding the project’s objectives and previous community feedback. RRM will work alongside staff to propose and assess solutions that foster engagement in the area. One potential solution could be to have Parks and Recreation manage tables and seating, as successfully implemented in other areas of the plaza.
Authorizing Alternative 2 would require additional costs for design, and future bids would be impacted by cost escalation which could be mitigated using CIP Reserve funding or funding from the 2025-27 Financial Plan as construction would be expected to start in Summer 2025 after the Concerts in the Plaza.
Alternative 3 – Redesign and Rebid Limited Project
Alternative 3 focuses on providing two different options for the restroom component of the project and provides other component costs for Mission Plaza Improvements that could be added to the project. This alternative will require that the project design be revised and a new bid package created. It is important to note with Alternative 3 that the component cost for flat work and landscaping (i.e. concrete or paver walkways, trees, and planters) are not included in this option.
In recognition of the double-digit cost escalation seen on this project, the current estimate to redesign and rebid a limited project includes a conservative 15% cost escalation due to additional time needed for redesign and issuance of a new building permit, as well as the limited scoping information available. Staff expects construction under this alternative could begin in mid-2025. However, construction costs are subject to ongoing uncertainty and fluctuation, so the estimate for any part of this alternative may change.
Item 7c
3a. Restroom or Rehabilitate existing Restroom
Council could direct staff to return with a project that rehabilitates the existing restroom structure and this would provide the lowest cost project for the City. Rehabilitation would include cleaning, repainting and replacement of all fixtures and associated plumbing.
Council could also direct staff to return to Council with a project that demolishes the old restroom and replaces it with a prefabricated restroom. The City does not have much experience with these types of projects as historically large cost savings are not expected and local labor is not used to manufacture these structures. The anticipated benefit of using a prefabricated restroom for the Mission Plaza is the duration of site impact. Staff anticipates that the duration of work that impacts the Mission Plaza site will be much less with a prefabricated structure versus a site-built structure.
If the Council decides to proceed with a prefabricated structure, the project will likely require the project’s existing entitlement to be updated. This entitlement process would involve a site review by an environmental consultant, who would develop an environmental and historical monitoring plan. RRM would prepare a conceptual design which would require a review by the Cultural Heritage Committee and the Architecture Review Committee to ensure that any modifications align with the site's aesthetic and historic character. Once these steps are completed, the approved project scope would advance to the preparation of construction bid documents. Prefabricated structures have an estimated design lead time of 16-18 months. Staff would then return to Council to seek authorization to advertise the project.
The combination of design and public advisory board reviews, along with necessary approvals, could extend the project timeline by approximately 28-30 months, potentially pushing the start of construction for this option to 2027. 3b. Lighting Replacements
Council may choose to authorize staff to redesign the project to replace all pole lighting in the plaza and along the creek walk to remove dark spaces and improve safety with city standard dark forest green pedestrian pole lighting.
3c. Adobe Repair and Protection
Council may choose to authorize staff to redesign the project to make exterior drainage improvements, remove the trellis, and build a viewing wall for protection.
Item 7c
Alternatives 3a – 3c: The scope of work is limited exclusively to the elements outlined in each alternative. No additional improvements or modifications outside of these specific designs will be included within the project site. Alternative 3 will incur Construction Support Costs, which vary depending on the selected components. These costs are estimated to range from $200,000 to $600,000, influenced by the specific area of work and the requirements outlined by City advisory bodies.
Previous Council or Advisory Body Action
On September 5, 2017, the Mission Plaza Concept Plan was adopted by City Council.
After the Mission Plaza Concept Plan was adopted, staff proceeded with the Mission Plaza Restroom and Kiosk project. As discussed in the Background section, the project was presented to many advisory bodies and then presented to City Council for a study session on February 18, 2020. Next, the conceptual design was presented to the Cultural Heritage Committee on April 25, 2022. The project was reviewed by the Community Development Director through the Architectural Review application and the conceptual project plans were approved on June 1, 2022, based on findings and subject to project conditions that have been incorporated into the final construction documents.
On June 20, 2023, City Council authorized staff to advertise for construction bids for the Mission Plaza Enhancement Project.
Public Engagement
This project received public input throughout the process due to the many advisory body meetings listed above. Additionally, this project has received funding in each financial plan since the 2015-17 Financial Plan. The City engages the public during each financial plan process.
Est. Const. Cost Contingency (20%) Design
Cost
Escalation
Cost 15%
Project
Total
Alternative 3: Demo and
Replace Restroom with Pre-Fab
Structure $950,000 $190,000 $125,000 $189,750 $1,454,750 Alternative 3b: Lighting
Improvements $417,200 $83,440 $11,000 $76,746 $588,386
Alternative 3c: Adobe Repair $128,000 $25,600 $20,000 $26,040 $199,640 $2,242,776
Alternative 3: Rehabilitate
Existing Restroom $325,000 $65,000 $55,000 $66,750 $511,750 Alternative 3b: Lighting
Improvements $417,200 $83,440 $11,000 $76,746 $588,386
Alternative 3c: Adobe Repair $128,000 $25,600 $20,000 $26,040 $199,640 Rehabilitate Existing Restroom including Alternate 3b and 3c Project Total: $1,299,776 Alternatives 3 - Redesign and Rebid Limited Project
New PreFab Restroom including Alternates 3b and 3c Project Total:Page 886 of 1531 Item 7c
CONCURRENCE
There is concurrence from the Community Development Department through the architecture review process and building permit process. This project also has concurrence from the Administration Department as they have reviewed the project throughout the design process. The recommendations of this staff report have the concurrence of Public Works and Parks and Recreation Departments.
ENVIRONMENTAL REVIEW
Alternative 1 & 2
On June 1, 2022, the Community Development Director approved the Architectural Review application for the proposed project and found the project categorically exempt from the California Environmental Quality Act (CEQA) under CEQA Guidelines Section 15301 (Class 1, Existing Facilities), Section 15302 (Class 2, Replacement or Reconstruction), and Section 15303 (Class 3, New Construction of Small Structures).
Upon detailed review and analysis by the City’s environmental consultant, Rincon, the City concluded that the proposed project conforms with the Secretary of Interior’s Standards, and as such, would result in less than significant impacts to historical resources (Mission Plaza) under CEQA. (CEQA Section 10564.5(b)(3).) Thus, an exception to the categorical exemptions referenced above are not triggered.
The project remains consistent with the previous discretionary approval, and identified categorical exemptions, as it includes replacement of the restroom building on the same site, for the same purpose and capacity, an existing structure as described in CEQA Guidelines Section 15302 (Replacement or Reconstruction); construction of a small kiosk building to be put to uses which are allowed in the Public Facilities (PF) Zone, with all necessary services and facilities available, as described in CEQA Guidelines Section 15303 (New Construction of Small Structures); and creation of an outdoor seating area through minor alteration of an existing public facility, as described in CEQA Guidelines Section 15301. The project is consistent with the applicable general plan policies as well as with applicable City Regulations.
Alternative 3
Options under Alterative 3 are conceptual and have not undergone environmental review.
If Council chooses to proceed with work described under Alternative 3, staff will incorporate environmental review and CEQA determination into the project schedule, with applicable CEQA determinations incorporated into the project approvals.
FISCAL IMPACT
Budgeted: Yes Budget Year: 2024-25
Funding Identified: No
The Mission Plaza Enhancement Project has been receiving funding since 2016. The table below shows the funding received to date.
Item 7c
Fiscal Analysis:
The Mission Plaza Enhancement account (2091439) has a current available budget of $4,703,872 to support project expenses. This budget includes $623,822.42 in encumbered purchase orders (POs), which could be reallocated towards additional cost for design work if Council directs staff to pursue Alternatives 2 or 3. The project account balance excluding encumbered POs (i.e., the remaining balance if all POs were spent), is $4,080,050.
The table below summarizes these balances pertaining to funding source and the additional funding needed based on the alternatives in this report. Currently, staff is anticipating Alternative 1a and 1b to exceed available budget by $1,106,613. To address this funding gap, staff recommends appropriating $1,106,613 from the CIP Capital Reserve (LRM) account to fully cover the shortfall and ensure the project's completion.
Any remaining funds will be returned to the CIP Capital Reserve upon project completion.
If Council directs staff to proceed with either Alternative 2 or 3, any additional funding needs would be addressed in a future report to Council or the 2025-27 Financial Plan. 2016-17 2017-18 2018-19 2019-20 2020-21 2021-22 2022-23 2023-24 24/25 Budget
Supplement Total
$80,000 $0 $25,000 $45,000 $150,000 $149,825 $1,035,000 $2,429,972 $1,398,162 $5,312,959 Prior Funding for Mission Plaza Enhancement
Alternative
Project
Cost
Funding
Request Project Start
Alternative 1a:
Award as Advertised $5,810,485 $1,106,613 January 2025
Alternative 1b:
Award & VE Specialty Products $5,512,665 $1,106,613 January 2025 Alternative 2:
Revise Existing, Design, and Rebid $5,301,266 $597,394 September 2025 Alternative 3a: Rehabilitate existing
Restroom, including 3b (Lighting), and 3c
(Adobe) $1,299,776 $0 May 2025
Alternative 3a: Pre-Fab Restroom,
including 3b (Lighting), and Alt. 3c
(Adobe) $2,242,776 $0 May 2027
Alternative Overview
Project Information
Item 7c
Funding
Sources
Total Budget
Available
Current Funding
Request
Remaining
Balance
Annual
Ongoing
Cost
Capital
Outlay Fund
$2,526,812 $2,526,812 $0 $0
Capital
Outlay Fund
(LRM)
$1,553,238 $2,659,850 $0 $0
CIP Capital
Reserve
Fund
$3,010,000 $1,106,613 $1,903,387 $0
Total $4,080,050 $5,186,662 $1,903,387 $N/A
ALTERNATIVES
1a. Award the total bid. Council may choose to award the full project as advertised to Quincon Incorporated and authorize the $City Engineer to issue contract change orders for the Mission Plaza Enhancement Project if within the available budget and appropriate $1,106,613 of CIP Capital Reserve Balance. Authorize the Finance Director to transfer any remaining balance from the Mission Plaza Enhancement Project Account (2091439) to the CIP Capital Reserve Account upon project completion. 1b. Award the total bid and value engineer specialty products. Council may choose to award the full project as advertised to Quincon Incorporated and authorize the City Engineer to issue contract change orders for the Mission Plaza Enhancement Project if within the available budget and appropriate $1,106,613 of CIP Capital Reserve Balance.
Authorize the City Engineer to amend RRM Design Group’s contract to perform value engineering and authorize the Finance Director to transfer any remaining balance from the Mission Plaza Enhancement Project Account (2091439) to the CIP Capital Reserve Account upon project completion.
2. Deny the award and redesign. Council may choose not to award the contract at this time, reject all bids, and instead authorize staff to redesign the project to remove the Café Kiosk. This redesign could then be brought back to Council for authorization to advertise.
This option would delay the project construction and risk further increases in construction and design costs.
3. Defer the award and direct staff to return to Council with a new bid package.
Should Council choose this alternative, staff recommends selecting one or more of the following options:
Item 7c
3a. Restroom Design:
Council may choose not to award the construction contract and instead pay for a new design to improve the existing restroom which could include tiling, replacing fixtures, paint, and associated plumbing.
OR
Council may choose not to award the construction contract and instead pay for a new design of a prefabricated restroom. This option would likely need to be reviewed by the Cultural Heritage Committee and the Architecture Review Committee, which would delay the project construction and risk further increases in construction and design costs.
3b. Pole Lighting: Council may choose not to award the construction contract and instead choose from the options in 3a, plus option 3b, or choose option 3b alone. If selecting to move forward with option 3b, Council should authorize staff to redesign the project to replace all pole lighting in the plaza and along the creek walk. 3c. Adobe Repairs: Council may choose not to award the construction contract and instead choose from the options in 3a, plus options 3b and 3c, and/or choose option 3c alone. If selecting to move forward with option 3c, Council should authorize staff to redesign to make exterior drainage improvements, remove the trellis, and build a viewing wall for protection.
ATTACHMENTS
A - Project Plans (Spec. 91439-01)
B - Special Provisions (Spec. 91439-01)
CITY LIMITS
CITY LIMITS
Reference Documents:
City Standard Specifications - August 2020 EditionCity Engineering Standards - August 2020 Edition DATUM:
SAN LUIS OBISPO COUNTY, CALIFORNIA
MISSION PLAZA
RESTROOM & KIOSK
APPROVED BY
SPECIFICATION NO. DATE SHEET
Brian A. Nelson, City Engineer R.C.E. C79870 Approved Date
02.21.2024
91439-01 FILE NO./LOCATION
No. C 79870
G001
TOPOGRAPHIC SURVEY
PREPARED BY: WALLACE GROUP
DATE: JANUARY, 2016
PROJECT No.: 0061-0084
0256-03-CU20
SURVEY NOTES
1. ALL MEASUREMENTS LISTED, SHOWN AND REPRESENTED HEREON ARE BASED ON GROUND DISTANCES.
2. THE CONTOUR INTERVAL IS 1 FOOT.
3. THIS SURVEY WAS DONE FOR THE PURPOSE OF MASTER PLAN DESIGN FOR THE MISSION PLAZA AND SURROUNDING STREETS.
4. UNDERGROUND UTILITY LOCATIONS ARE PLOTTED BASED ON ABOVE
GROUND PAINT MARKS BY OTHERS, ABOVE GROUND SURFACE
STRUCTURES. ACTUAL LOCATION MAY DIFFER. ADDITIONAL
UNDERGROUND UTILITY LINES MAY EXIST. FOR MORE INFORMATIONREGARDING UTILITY LOCATION, SIZE, DEPTH, CONDITION, AND CAPACITY CONTACT UTILITY OR MUNICIPAL/PUBLIC SERVICE FACILITY.
5. UNDERGROUND PIPE SIZES ARE BASED ON VISUAL OBSERVATIONS MADE FROM THE SURFACE AND ARE APPROXIMATE.
6. EASEMENTS AFFECTING THE PROPERTY SHOWN HEREON MAY EXIST.
NO TITLE INFORMATION WAS PROVIDED. NO ATTEMPT HAS BEENMADE TO PLOT EASEMENTS.
CORDINATES SHOWN ARE BASED ON HORIZONTAL CONTROL POINTS 8044 & 8046 AS PUBLISHED IN THE CITY OF SAN LUIS OBISPO 2007 HORIZONTAL CONTROL NETWORK (NORTH AMERICAN DATUM OF 1983 (NAD83) EPOCH DATE 1991.35, ZONE 5 CALIFORNIA). THE BEARING BETWEEN CONTROL POINTS BEARS NORTH 88°16'09.74" EAST 1240.47'
ELEVATIONS SHOWN ARE BASED ON THE CITY OF SAN LUIS OBISPO BENCHMARK SYSTEM 2007 REFERENCED TO BENCHMARK NO. 373
WITH AN ELEVATION OF 193.02'. CITY BENCHMARK SYSTEM IS BASED ON THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88).
NOTE: THE CITY OF SAN LUIS OBISPO BENCHMARK SYSTEM 2020REFERENCES BENCHMARK NO. 373 WITH AN ELEVATION OF 192.86' (NAVD88).
sheet no. description
GENERALG001 TITLE SHEETG002 GENERAL NOTESG003 CONDITIONS OF APPROVAL CIVILCD101 DEMOLITION PLANCG101 HORIZONTAL CONTROL PLANCG102 GRADING, DRAINAGE & UTILITY PLANCG103 EROSION CONTROL PLAN
ARCHITECTURAL
G-101 GENERAL NOTES & FINISH SCHEDULEG-103 ACCESSIBILITY DETAILSG-104 ACCESSIBILITY DETAILSG-105 CAL GREEN REQUIREMENTSG-106 CAL GREEN REQUIREMENTSG-107 CAL GREEN REQUIREMENTS AK101 FLOOR PLAN & DOOR SCHEDULEAK102 ROOF PLANAK103 REFLECTED CEILING PLANAK301 EXTERIOR ELEVATIONS & SECTIONAK501 INTERIOR ELEVATIONSAK601 WALL SECTIONSAR101 FLOOR PLAN & DOOR SCHEDULEAR102 ROOF PLANAR103 REFLECTED CEILING PLANAR301 EXTERIOR ELEVATIONSAR302 EXTERIOR ELEVATIONSAR401 BUILDING SECTIONSAR501 INTERIOR ELEVATIONSAR601 WALL SECTIONSA-901 DETAILSA-902 DETAILSA-903 DETAILSA-911 ADOBE DETAILS
LANDSCAPE ARCHITECTURAL
TP001 TREE PROTECTION PLANTP501 TREE PROTECTION DETAILS & NOTES LC101 CONSTRUCTION PLANLC501 CONSTRUCTION DETAILSLC502 CONSTRUCTION DETAILSLC503 CONSTRUCTION DETAILSLC504 CONSTRUCTION DETAILSLC505 CONSTRUCTION DETAILSLI101 IRRIGATION PLANLI201 IRRIGATION HYDROZONE PLANLI501 IRRIGATION DETAILSLI502 IRRIGATION DETAILSLP101 PLANTING PLANLP501 PLANTING DETAILS STRUCTURALS-101 SHEET INDEX, ABBREVIATIONS & SYMBOLSS-102 GENERAL NOTESS-103 GENERAL NOTESS-104 GENERAL NOTESS-105 SPECIAL INSPECTIONS & TESTSS-201 RESTROOM FOUNDATION & ROOF FRAMING PLANS-211 KIOSK FOUNDATION & ROOF FRAMING PLANS-221 CMU ELEVATIONSS-301 TYPICAL CONCRETE DETAILSS-302 TYPICAL CONCRETE DETAILSS-303 FOUNDATION DETAILSS-401 TYPICAL MASONRY DETAILSS-402 TYPICAL MASONRY DETAILSS-403 TYPICAL MASONRY DETAILSS-404 TYPICAL STEEL DETAILSS-405 TYPICAL STEEL DETAILSS-406 TYPICAL STEEL DETAILSS-407 TYPICAL STEEL DETAILsS-411 STEEL DETAILSS-412 STEEL DETAILS ELECTRICALE-001 ELECTRICAL NOTES, LEGEND, AND ABBREVIATIONSE-002 SINGLE LINE DIAGRAM AND FIXTURE SCHEDULEE-003 ELECTRICAL DETAILSE-004 ELECTRICAL DETAILSE-005 ELECTRICAL DETAILSE-006 ELECTRICAL DETAILSE-007 ELECTRICAL DETAILSE-008 ELECTRICAL DETAILSED-101 ELECTRICAL DEMOLITION SITE PLANED-102 EXISTING ELECTRICAL SITE PLANEK-101 ELECTRICAL KIOSK FLOOR PLANSER101 ELECTRICAL RESTROOM FLOOR PLANSES-101 ELECTRICAL SITE PLANET24101 ENERGY COMPLIANCE DOC. - INTERIOR LIGHTING (RESTROOM)
ET24102 ENERGY COMPLIANCE DOC.-INTERIOR LIGHTING (KIOSK) PLUMBINGP1.0 PLUMBING NOTES, SCHEDULES, LEGEND &
ABBREVIATIONS
P2.0 PLUMBING DETAILSP3.0 PLUMBING FLOOR PLANS (RESTROOMS) WASTE AND WATER
P3.1 PLUMBING FLOOR PLANS (KIOSK) WASTE AND WATER
index to plans
sheet no. description
Phone:Fax:
OWNER
City of San Luis Obispo Public Works990 Palm StreetSan Luis Obispo, CA 93401Shelsie Moore, Supervising Civil Engineer 805-783-7735
Phone:Fax:
ARCHITECT / LANDSCAPE ARCHITECT / CIVIL / STRUCTURAL
RRM Design Group3765 S. Higuera St. Ste 102San Luis Obispo, CA 93401Kathryn Hicks, Project Manager (805) 543-1794(805) 543-4609
Phone:Fax:
ELECTRICAL ENGINEER
Thoma Electric3562 Empleo St., Ste. CSan Luis Obispo, CA 93401Christopher Jose (805) 543-3850
SCOPE OF WORK
PROJECT GENERALLY INCLUDES, BUT IS NOT LIMITED TO:
x DEMOLITION OF EXISTING SITE IMPROVEMENTS, INCLUDING RESTROOM BUILDING,
TRELLIS STRUCTURE, STONE WALLS, CURBS, GUTTERS, SIDEWALKS, EXISTING UTILITIES, AND SELECT TREES AND LANDSCAPING.
x CONSTRUCTION OF 504 SF SITE BUILT RESTROOM BUILDING AND 165 SF SITE BUILT KIOSK AND ASSOCIATED FOUNDATIONS AND UTILITIES.
x CONSTRUCTION OF SURROUNDING PLAZA AND PATIO SPACE, INCLUDING BRICK
PAVEMENT, SEATWALLS, STAIRS, GRANITECRETE PATIO, METAL RAILINGS, BAR SEATING AREA AND DIGITAL ART KIOSK.
x SITE UTILITES, INCLUDING NEW DOMESTIC WATER SERVICE, SEWER, AND ELECTRICAL.x SITE FURNISHINGS, INCLUDING BENCHES, TABLES, PLANTER POTS, DRINKING FOUNTAIN, LIGHT POLES, AND STRING LIGHTS.
x NEW IRRIGATION TO TIE INTO EXISTING SYSTEM.x NEW LANDSCAPE BOULDERS AND TREE, SHRUB, AND TURF-GRASS PLANTING, INCLUDING LARGE BOX SPECIMEN OLIVE TREES AT GRANTECRETE PATIO.
PROJECT DIRECTORY
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 2
RENEWAL
DATE
S 2025
KA KS
C-38079 C
02 - 28 - 2025
ARCHITECT OF RECORD
CIVIL ENGINEER OF RECORD MECHANICAL ENGINEER OF RECORD
STRUCTURAL ENGINEER OF RECORD
ELECTRICAL ENGINEER OF RECORD
LANDSCAPE ARCHITECT OF RECORD
7.12.23 EXPIRES: 06/30/26
THOMA #20-8170
R A E M T A. E
C
F
NO. 10757
E L TS
O E AT
E
IS GE
R
I W
T LLE I
A
OR
L
T R I C
LI F CA
I A N
HOMNA
R
EE
GI N
RO P D NA FESSIO L
M 33,682
BRANDON RODGERS
MECHA NICA L
EXP 6/30/25
R
EGISTEREDPROFESSIONALENGINEE
R
ST A T E OF CA LIFORNIA
MISSION PLAZA
ENHANCEMENTS
05.14.2024
> >
^ ^ ^ ^
SD
PROPERTY/RIGHT-OF-WAY LINE
CENTER LINE
SAWCUT AND CONFORM LINE
LIMIT OF WORKFENCE LINEFLOW LINE
GRADE BREAK
TREE PROTECTION ZONE
STRIPING
TYPE II SLURRY SEAL
EXISTING POLE LIGHTPROPOSED POLE LIGHTPROPOSED DRINKING FOUNTAIN/BOTTLEFILLER
STORM DRAIN LINE
WATER LINE
SEWER LINE
ROW
LIMIT OF WORK
GB
WSS
W
SS
SD
OH
EXISTING MANHOLEEXISTING SIGNEXISTING WATER VALVEEXISTING CLEANOUTEXISTING WATEREXISTING SEWEREXISTING STORM DRAINEXISTING OVERHEAD LINESEXISTING MAJOR CONTOUREXISTING MINOR CONTOURPROPOSED MAJOR CONTOURPROPOSED MINOR CONTOUR 315
S
315315315
1. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THESE PLANS, SPECIAL PROVISIONS PREPARED FOR THIS PROJECT AND THE 2020 CITY OF SAN LUIS OBISPO STANDARD SPECIFICATIONS AND ENGINEERING STANDARDS, IN
CONJUNCTION WITH THE STATE OF CALIFORNIA DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS AND STANDARD PLANS, 2015 EDITION (UNREVISED), AND LATEST EDITION OF CALIFORNIA MUTCD.
2. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR OR PERMITTEE TO CONTACT "UNDERGROUND SERVICE ALERT OF NORTHERN/CENTRAL CALIFORNIA" BY PHONE AT 8-1-1 FORTY-EIGHT (48) HOURS PRIOR TO START OF CONSTRUCTIONFOR LOCATION OF POWER, TELEPHONE, OIL AND NATURAL GAS UNDERGROUND FACILITIES. CONTRACTOR ORPERMITTEE SHALL ALSO CONTACT THE APPROPRIATE AGENCY FOR THE LOCATION OF CABLE T.V., WATER, SEWER,DRAINAGE OR UNDERGROUND FACILITIES.
3. THESE PLANS DO NOT INDICATE ALL EXISTING FACILITIES IN THE VICINITY OF THE PROPOSED WORK SUCH AS EXISTING IRRIGATION HEADS AND LINES, SHRUBBERY AND VEGETATION, ETC. THE CONTRACTOR MUST USE CARE TO AVOID DAMAGE TO ANY EXISTING IMPROVEMENTS OR VEGETATION IN THE VICINITY OF THE WORK, AND MUST REPAIR ANYFACILITIES DAMAGE DURING CONSTRUCTION TO THE SATISFACTION OF THE ENGINEER.
4. WHERE TRIMMING OF EXISTING VEGETATION IS REQUIRED DURING CONSTRUCTION IT MUST BE DONE IN A MANNER TO
REMOVE THE MINIMUM POSSIBLE AMOUNT OF VEGETATION AND LEAVE THE REMAINING IN AN ATTRACTIVE CONDITION. CONTRACTOR MUST COORDINATE WITH CITY ARBORIST PRIOR TO TRIMMING OF ANY VEGETATION.
5. PROTECT TREE BRANCHES, TRUNK, ROOTS AND FOLIAGE THROUGH PROPER TRIMMING AND CONSTRUCTION TECHNIQUES WHENEVER POSSIBLE PER CITY STD SECTION 20.
6. CONSULT WITH WITH THE CITY'S ARBORIST PRIOR TO PRUNING OR WORKING WITHIN THE DRIPLINE OF ANY TREE. ALL PRUNING OF TREES SHALL BE KEPT TO A MINIMUM AND MUST FOLLOW CITY OF SAN LUIS OBISPO STANDARDS.
7. NO TREES, OTHER THAN THOSE INDICATED ON THE DRAWINGS, SHALL BE REMOVED WITHOUT PRIOR APPROVAL OF THE CITY.
8. NO MATERIALS OR EQUIPMENT SHALL BE STORED WITHIN THE DRIPLINE OF ANY TREE.
9. THESE PLANS DO NOT INDICATE ALL OVERHEAD LINES. CONTRACTOR SHALL TAKE CARE DURING CONSTRUCTION TO AVOID CONTACT WITH OR DAMAGE TO EXISTING OVERHEAD LINES.
10. ANY EXISTING UTILITIES AND IMPROVEMENTS THAT BECOME DAMAGED DURING CONSTRUCTION SHALL BE COMPLETELY RESTORED TO THE SATISFACTION OF THE ENGINEER AT THE CONTRACTOR'S SOLE EXPENSE.
11. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES AND AGENCIES WITH SERVICES IN THE AREA PRIOR TO COMMENCING CONSTRUCTION ACTIVITIES AND COORDINATE WITH THE UTILITY COMPANIES AFFECTED BYCONSTRUCTION.
12. PROTECT SURVEY MONUMENTS IN PLACE DURING CONSTRUCTION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL
COSTS ASSOCIATED WITH THE REPLACEMENT OF DAMAGED OR DISPLACED SURVEY MONUMENTS AND SHALL NOTIFY THE CITY FIVE (5) WORKING DAYS PRIOR TO RESTORING MONUMENTS. MONUMENTS SHALL BE RESET BY A CALIFORNIA
LICENSED LAND SURVEYOR AND SHALL INCLUDE PREPARING AND FILING A CORNER RECORD WITH SAN LUIS OBISPO COUNTY.
13. ALL STRIPING AND MARKINGS SHALL BE PER CALTRANS REVISED STANDARD PLANS 2015 -A20A, A20B, A20C, A20D, A24A, A24B, A24C, A24D, AND A24E. ANY STRIPING NOT MARKED FOR REMOVAL SHALL BE PROTECTED IN PLACE. SEE SPECIAL PROVISIONS SECTION 84.
14. ALL CURB, GUTTER, AND SIDEWALK IMPROVEMENTS SHALL BE COMPLETED PRIOR TO THE START OF PAVING WORK.15. CONCRETE SIDEWALKS MUST CONFORM TO ENGINEERING STANDARDS 4110 & 4220.16. REMOVAL AND REPLACEMENT OF EXISTING CONCRETE SHALL CONFORM TO ENGINEERING STANDARD 4910.17. ALL EQUIPMENT SUBMITTALS, INCLUDING PATH/STREET LIGHTING, SIGNS, ETC. SHALL BE APPROVED BY CITY PRIOR TO INSTALLATION.
18. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING UTILITY COVERS IN FIELD.19. PROTECT UTILITY COVERS IN PLACE. ENSURE EXCESSIVE LIP BETWEEN COVER AND SLURRY DOES NOT FORM.
THERMOPLASTIC STRIPING PLACED ON CONCRETE REQUIRES A PRIMER COAT PRIOR TO APPLICATION.
20. CONTRACTOR SHALL USE PRECAUTION TO PREVENT DISRUPTION OF PROJECT SITE IN AREAS OUTSIDE CONSTRUCTION ZONE. DAMAGES SHALL BE REPLACED OR REPAIRED BY CONTRACTOR. CONTRACTOR SHALL SUBMIT VIDEO LOG OF CONSTRUCTION SITE THROUGHOUT DURATION OF PROJECT.
21. THE CONTRACTOR SHALL NOTIFY THE CITY AT LEAST 48 HOURS BEFORE COMMENCING WORK.22. PROPOSED DEVIATIONS FROM THE PLANS MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL, INCLUDING FIELD REVISIONS REQUESTED BY THE CITY INSPECTOR.
23. THE CONTRACTOR SHALL EMPLOY ALL LABOR, EQUIPMENT, AND METHODS REQUIRED TO PREVENT THEIR OPERATIONS
FROM PRODUCING DUST IN AMOUNTS DAMAGING TO PROPERTY, CULTIVATED OR NATIVE VEGETATION, ANDDOMESTIC AND NON-DOMESTIC ANIMALS OR CAUSING A NUISANCE TO PERSONS OCCUPYING BUILDINGS IN THE VICINITY OF THE JOB SITE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE CAUSED BY DUST RESULTING FROM THEIR OPERATIONS.
24. CONSTRUCTION LINE AND GRADE STAKES SHALL BE SET BY A CIVIL ENGINEER OR SURVEYOR LICENSED IN THE STATE OF CALIFORNIA.
25. CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OR PROPER RESETTING OF ALL EXISTING MONUMENTS AND OTHER SURVEY MARKERS. ANY SURVEY MONUMENTS DESTROYED BY THE CONTRACTOR SHALL BE REPLACED IN ACCORDANCE WITH THE STATE LAND SURVEYORS ACT AT THE CONTRACTOR'S EXPENSE.
26. ALL PROTECTIVE DEVICES TO BE INSTALLED BY THE CONTRACTOR, SHALL BE IN PLACE AT THE END OF EACH WORK DAY.
A SAFE PEDESTRIAN PATH OF TRAVEL SHALL BE PROVIDED AT ALL TIMES TO AND FROM BUILDING ENTRANCES TO PARKING FACILITIES. COORDINATE PEDESTRIAN WALK CLOSURES WITH OWNER PRIOR TO CONSTRUCTION.
27. CONTRACTOR SHALL REFER TO MATERIALS SPECIFICATIONS THROUGHOUT THE APPROVED PLAN SET AND SPECIFICATIONS. ANY SUBSTITUTIONS OF THE MATERIALS SPECIFIED IN THESE DOCUMENTS SHALL REQUIRE WRITTEN APPROVAL FROM THE CITY.
28. DURING THE COURSE OF WORK, THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING THE CITY OF SAN LUIS OBISPO FOR TESTING AND INSPECTION 48 HOURS IN ADVANCE. WORK NOT PROPERLY TESTED AND INSPECTED WILL BE SUBJECT TO REJECTION.
29. WORK IN AND ALONG PUBLIC STREETS AND PARKING LOTS, ONCE BEGUN, SHALL PROCEED TO COMPLETION WITHOUT DELAY SO AS TO PROVIDE MINIMUM INCONVENIENCE TO THE PUBLIC.
30. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL C OF CI/ASCE 38-02 AS DEFINED IN THE GUIDANCE OF THE EXISTING UTILITY DATA. CONTRACTOR SHALL BE RESPONSIBLE FOR THE VERIFICATION OF LOCATION OF ALL EXISTING UTILITIES IN THE FIELD PRIOR TO CONSTRUCTION. ALL UTILITIES SHALL BE PROTECTED AND REPAIRED BY THE CONTRACTOR IF DAMAGED. CONTRACTOR SHALL BE RESPONSIBLE FOR NOTIFICATION OF ALL UTILITY COMPANIES 48 HOURS PRIOR TO THE BEGINNING OF WORK. BRING ANY CONFLICTS WITH NEW IMPROVEMENTS IMMEDIATELY TO THE ATTENTION OF THE CITY.
31. ENTRANCE TO THE SITE AND LAY DOWN AREA DURING CONSTRUCTION SHALL BE SPECIFIED BY THE CITY.32. CONTRACTOR SHALL PROVIDE A LEGIBLE AND COMPLETE SET OF PLANS IDENTIFYING ALL MODIFICATIONS MADE DURING CONSTRUCTION TO THE CITY FOR THE PREPARATION OF RECORD DRAWINGS.
33. ALL CONSTRUCTION SHALL CONFORM TO LATEST EDITION OF CALIFORNIA BUILDING CODE TITLE 24.34. CONTRACTOR SHALL NOTIFY BUSINESSES OF WORK PRIOR TO COMMENCEMENT OF CONSTRUCTION. COORDINATE NOTIFICATION EFFORTS WITH CITY OF SAN LUIS OBISPO.
35. THIS PROJECT SHALL COMPLY WITH THE 2019 EDITIONS OF THE CALIFORNIA BUILDING CODE (CBC), CALIFORNIA
MECHANICAL CODE (CMC), CALIFORNIA PLUMBING CODE (CPC), CALIFORNIA ELECTRICAL CODE (CEC),CALIFORNIA GREEN BUILDING STANDARDS CODE (CGBS), AND THE CALIFORNIA ENERGY CODE (CENC), ALL AMENDMENTS TO THE CA CODES ADOPTED BY THE CITY OF SAN LUIS OBISPO, AND ALL OTHER CODES, REGULATIONS,AND APPROVALS ESTABLISHED BY THE CITY OF SAN LUIS OBISPO.
1. ALL WORK LOCATED WITHIN THE PUBLIC RIGHT-OF-WAY OR WITHIN THE JURISDICTION OF THE UTILITIES AND PUBLIC
WORKS DEPARTMENTS SHALL COMPLY WITH THE MOST CURRENT EDITION OF THE ENGINEERING STANDARDS AND SPECIFICATIONS.
2. A SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ANY WORK IN THE PUBLIC RIGHT-OF-WAY, WITHIN CITY EASEMENTS, OR FOR CONNECTIONS FOR PUBLIC UTILITIES. WORK REQUIRING AN ENCROACHMENT PERMIT INCLUDES
BUT IS NOT LIMITED TO DEMOLITIONS, UTILITIES, WATER, SEWER, AND FIRE SERVICE LATERALS, CURB, STREET TREE
PLANTING OR PRUNING, CURB RAMPS, STREET PAVING, AND PEDESTRIAN PROTECTION OR CONSTRUCTION STAGING IN THE RIGHT-OF-WAY.
3. CURB, GUTTER, SIDEWALK, OR DRIVEWAY APPROACH DAMAGED BY THE CONTRACTOR IN THE COURSE OF THEIR WORK SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE PUBLIC WORKS ENGINEER.
4. THE ADJOINING STREET SHALL BE CLEANED BY SWEEPING TO REMOVE DIRT, DUST, MUD AND CONSTRUCTION DEBRIS AT THE END OF EACH DAY.
5. A TRAFFIC AND PEDESTRIAN CONTROL PLAN SHALL BE SUBMITTED TO THE PUBLIC WORKS DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO ENCROACHMENT PERMIT ISSUANCE.
6. ANY EXISTING SURVEY MONUMENTS SHALL BE PROTECTED IN PLACE OR SHALL BE TIED OUT BY A LICENSED LAND
SURVEYOR PRIOR TO DISTURBANCE AND THEN REPLACED PRIOR TO OCCUPANCY IN ACCORDANCE WITH SECTION 8771 OF THE CALIFORNIA BUSINESS AND PROFESSIONS CODE.
7. EROSION CONTROL MEASURES SHALL BE IMPLEMENTED AND MAINTAINED TO THE SATISFACTION OF THE BUILDING
OFFICIAL AND PUBLIC WORKS ENGINEER DURING ALL DEMOLITIONS, CONSTRUCTION AND GROUND DISTURBING ACTIVITIES.
ABBREVIATIONS
AB AGGREGATE BASEAC ASPHALT CONCRETEAP ANGLE POINTARV AIR RELEASE VALVE
BCR BEGIN CURVEBW BACK OF WALK
CB CATCH BASINCL/CL. CENTERLINE/CLASSCMP CORRUGATED METAL PIPECONC. CONCRETE
DBH DIAMETER AT BREAST HEIGHT
[OF A TREE]
DI DRAIN INLETDIP DUCTILE IRON PIPEEG EXISTING GRADEEX. EXISTINGELEV ELEVATIONFDC FIRE DEPARTMENT
CONNECTION
FG FINISHED GRADEFL FLOWLINEFS FINISHED SURFACEFFE FINISHED FLOOR ELEVATIONFW FIRE WATERHP HIGH POINT
IPS IRON PIPE SIZE
JT JOINT TRENCH
LP LOW POINT
MAX. MAXIMUM
EL. MINIMUMNTS NOT TO SCALE
PL PROPERTY LINEPCL PARCELPCC PORTLAND CEMENT
CONCRETE
POC POINT OF CURVE/POINT OF
CONNECTION
POT POINT OF TANGENTPRC POINT OF REVERSE CURVE
ROW RIGHT OF WAYRET. WALL RETAINING WALLRP REDUCED PRESSURERW RECYCLED WATER
SD STORM DRAINSFM SEWER FORCE MAINSL STREET LIGHT/SERVICE
LATERAL
SS SANITARY SEWERSTA STATIONSTD. STANDARDTBD TO BE DETERMINEDTBM TEMPORARY BENCHMARKTC TOP OF CURBTF TOP OF FOOTINGTP TOP OF PAVEMENTTG TOP OF GRATETYP. TYPICALTW TOP OF WALL
UON UNLESS OTHERWISE NOTED
W WATERWSE WATER SURFACE ELEVATION
THE PROJECT CONSISTS OF:
x SIDEWALK AND PLAZA RECONSTRUCTIONx BUILDING DEMOLITIONx BUILDING CONSTRUCTIONx LANDSCAPING & IRRIGATIONx NET IMPERVIOUS AREA OF LESS THAN 5,000 SQUARE FEET THE PROJECT IS A REGULATED PROJECT SUBJECT TO CENTRAL COAST POST-CONSTRUCTION STORMWATER REQUIREMENT 1 PER RESOLUTION R3-2013-0032. REFER TO PROJECT STORMWATER CONTROL PLAN APPLICATION FOR FURTHER DETAILS.
STORMWATER COMPLIANCE
GENERAL NOTES
G002
EARTHWORK QUANTITIES
AREA OF DISTURBANCE: 6,700 SQUARE FEET
MAXIMUM CUT HEIGHT: 1 FOOT
MAXIMUM FILL HEIGHT: 2 FEET
RAW CUT: 80 CUBIC YARDS
RAW FILL: 70 CUBIC YARDS
ADJUSTED FILL:
(ASSUME 0% SHRI NK/SWELL) 70 CUBIC YARDS
NET QUANTITY: 10 CUBIC YARDS EXPORT
THE APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN HEREON REPRESENT THE ESTIMATED VOLUMETRIC DIFFERENCE CALCULATED BETWEEN THE PROPOSEDSUBGRADE AND ESTIMATED EXISTING SUBGRADE SURFACE, AND ARE SUBJECT TO CHANGE. THESE ESTIMATES DO NOT INCLUDE CONSIDERATIONS FOR LOSSES OR BULKING DUE TO: SOIL AMENDMENTS, STABILIZATION, CONSTRUCTION TECHNIQUE, FOOTING & TRENCHING SPOILS, ETC. THESE CONSIDERATIONS, IN ADDITION TO
ACTUAL FIELD CONDITIONS AND THE FINAL RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER, MAY SIGNIFICANTLY EFFECT THE FINAL IMPORT/EXPORT QUANTITIES. APPROXIMATE QUANTITIES SHOWN ON THESE PLANS ARE FOR PERMITTING PURPOSES ONLY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TOCALCULATE ACTUAL QUANTITIES FOR THE PURPOSE OF CONSTRUCTION AND COST ESTIMATES. CONTRACTOR IS ALSO RESPONSIBLE FOR ADJUSTMENTS TO SLOPE
HINGE POINTS IN ORDER TO PROVIDE GRADED PAD AREA ADJACENT TO PATHS, WALKWAYS, AND ROADS FOR UTILITY BOXES, TRANSFORMERS, AND ABOVE GROUND UTILITY INFRASTRUCTURE.
APPROXIMATE RAW EARTHWORK QUANTITIES SHOWN ABOVE FOR BIKE PATH AREA BETWEEN FOOTHILL BLVD AND RAMONA DRIVE ONLY. APPROXIMATE RAW EARTHWORK QUANTITIES FOR REMAINING PROJECT AREAS ARE NOT PROVIDED. CONTRACTOR IS RESPONSIBLE FOR ANY/ALL MATERIALS QUANTITIES, EARTHWORK QUANTITIES ASSOCIATED WITH WORK SHOWN HEREIN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO CALCULATE ACTUAL QUANTITIES FOR THE PURPOSE OF BIDDING, COST ESTIMATES AND CONSTRUCTION.
PROJECT SOILS REPORT
PREPARED BY:
EARTH SYSTEMS PACIFIC
4378 OLD SANTA FE ROAD
SAN LUIS OBISPO, CA 93401
DATE: OCTOBER 21, 2022
UPDATED: N/A
REPORT NAME:
GEOTECHNICAL ENGINEERING REPORTMISSION PLAZA RESTROOM AND CAFE
SAN LUIS OBISPO, CALIFORNIA
PREPARER: Robert Down, PE
LICENSE: PE 70206
RC
NLS
NLS
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA ENHANCEMENTS
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
THE PROJECT PROPERTY IS LOCATED WITHIN A FLOOD ZONE AS MAPPED BY FEMA MAP NUMBER 06079C1068G DATED NOVEMBER 16, 2012. THE LIMITS OF FLOOD ZONE AE ARE DEPICTED ON THE GRADING AND DRAINAGE PLAN SHEET. ALL
PROPOSED STRUCTURES AND UTILITIES SHOWN ON THESE PLANS COMPLY WITH THE CITY OF SAN LUIS OBISPO DRAINAGE DESIGN MANUAL AND FLOODPLAIN MANAGEMENT REGULATIONS.
FLOODPLAIN AND DRAINAGE COMPLIANCE
LEGEND
GENERAL CONSTRUCTION NOTES
ADDITIONAL NOTES
MISSION PLAZA ENHANCEMENTS
05.14.2024
CONDITIONS OF APPROVAL
G003
RC
NLS
NLS
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA ENHANCEMENTS
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
1. As conditioned, the project is consistent with the goals and policies of the City’s General Plan for development in the Downtown Area and for Public and Cultural Facilities (Land Use Element (LUE) §§ 4 & 5) and with policies and programs for the treatment of Cultural Resources (Conservation and Open Space Element (COSE) § 3). The project improves and enhances Mission Plaza’s function as a space to accommodate public socialization in a setting which is festive and comfortable for public gatherings, walking, and sitting (LUE §§ 4.4 & 4.5). The reconstructedrestroom facilities are sited and designed such that the space is observable from the Plaza walkway and adjacent streets, and the multi-use kioskbuilding “activates” the space, to enhance public safety (LUE §§ 4.8 & 4.9). The style and character of the new buildings have been carefully considered for compatibility with architecturally and historically significant buildings adjacent to the Plaza and in the Downtown Historic District, and the project involves no changes to the historic Murray Adobe (COSE §§ 3.3.1, 3.3.5, & 3.6.3). Condition of approval #3 requires anarcheological monitoring plan to be prepared and implemented, for the protection of, and avoidance of adverse effects on, potentialarchaeological resources, consistent with the City’s Archaeological Resource Preservation Program Guidelines (COSE §§ 3.5.1 & 3.5.4).
2. The project conforms to the standards set forth in the City’s Zoning Regulations. The proposed replacement restrooms, new kiosk, and new outdoor seating area will provide amenities for continued public use of the property within a Public Facility (PF) Zone and are designed and sited in a manner consistent with applicable Property Development Standards (Zoning Regulations § 17.10.020 & Ch. 17.48).
3. On April 25, 2022, the Cultural Heritage Committee found the project, as conditioned, to be consistent with the City’s Historic Preservation Ordinance (SLOMC Ch. 14.01) and with the supporting Historical Preservation Program Guidelines (HPPG). The property is located within the Downtown Historic District. Consistent with guidelines for construction in historic districts (HPPG §§ 3.1 & 3.2), proposed new buildings are oflimited size and scale, their materials, colors, and detailing have been carefully considered for architectural compatibility with the style and details exhibited by important historic buildings in the Downtown Historic District, without seeking to directly copy or mimic these buildings, and they have been sited in a manner that enhances views through to the Murray Adobe from the street (HPPG §§ 3.2.1 & 3.2.2). Condition of approval #2 requires implementation of monitoring during construction activities to provide protection guidance for work adjacent to the Murray Adobe, and attention to appropriate surface treatment adjacent to the building to protect it from further moisture damage.
4. The project is consistent with Community Design Guidelines, including Downtown Design Guidelines (CDG Ch. 4). The proposed buildings are designed with consideration of the site context, incorporating local themes inspired by nearby historic buildings within the Downtown Historic District, and employ authentic building styles, design elements, and materials (§§ 1.4 (A), 2.1, & 4.2 (D)).
5. The work proposed under the project is categorically exempt from further environmental review, described in the Guidelines for Implementation of the California Environmental Quality Act (CEQA Guidelines). It involves: replacement of the restroom building on the same site, for the same purpose and capacity, an existing structure as described in Guidelines § 15302 (Replacement or Reconstruction); construction of a small kiosk building to be put to uses which are allowed in the Public Facilities (PF) Zone, with all necessary services and facilities available, as described in Guidelines § 15303 (New Construction of Small Structures); and creation of an outdoor seating area through minor alteration of an existing public facility, as described in Guidelines § 15301.
Please note the project conditions of approval do not include mandatory code requirements. Code compliance will be verified during the plan check process, which may include additional requirements applicable to the project.
Planning
1. Conformance to approved plans. Final project design and construction drawings submitted for building permits shall be in substantial compliance with the plans approved by this application, and with all conditions of approval. A separate full-size sheet shall be included in plans submitted for permits, listing all conditions of project approval. Reference shall be made in the margin of the listed conditions as to where in plans requirements are addressed. Any change to approved design, colors, materials, landscaping or other conditions of approval must be reviewed and approved by the Community Development Director.
2. Adobe Protection. A qualified Historic Architect or Architectural Historian with demonstrated experience working with Adobe structures shall be retained to monitor and provide protection guidance for any work in the immediate vicinity of the perimeter of the Murray Adobe. Final plans for construction permits to complete this project shall note this requirement and construction permits shall not be issued until a monitoring plan has been approved by the Community Development Director. Improvements adjacent to the base and perimeter of the Adobe shall be limited to decomposed granite, pea gravel, or similar surface, appropriately sloped to promote drainage away from the building and protect the building from damage by moisture, runoff, or new vegetation.
3. Archaeological Monitoring. The applicant shall provide an archeological monitoring plan prepared by a City-qualified archeologist to be implemented during construction. The plan shall identify the qualified professional who will conduct the monitoring and circumstances where a Native American tribal representative or qualified site monitor is required. The plan shall recommend specific procedures for responding to the discovery of archeological resources during the construction of the project consistent with § 4.60 of the Archaeological Resource Preservation Program Guidelines. The plan shall be submitted as a part of the building permit.
Engineering
4. Plans submitted for construction permits to complete the project shall include an overall site plan depicting the existing structures, demolitions, new structures, site improvements, and all trees and their disposition.
5. Plans submitted for construction permits to complete the project shall include a utility plan showing existing and proposed utility services for reference. The plan shall show the limits of existing, new, replaced, abandoned, and relocated services where applicable.6. Plans submitted for construction permits to complete the project shall include a grading anddrainage plan to show the limit and extent of grading and drainage modifications to the plaza.
Improved and re-directed drainage shall be conveyed in a non-erosive manner to an approved outlet.7. Plans and materials submitted for construction permits to complete the project shall show and note compliance with the City’s Floodplain Management Regulations, Drainage Design Manual (DDM), and Post Construction Stormwater Regulations (PCR). The plans and supporting documents shall show that the new structures are located above or outside the mapped Special Flood Hazard Area. The submittal shall include a summary drainage report in accordance with § 2.3.1 of the Drainage Design Manual. DDM compliance may be documented as a minor project in a format provided by the city. Post Construction Stormwater Regulations compliance documentation should clearly describe the relationship of this first phase of the Mission Plaza Concept Plan to the overall Concept Plan project. The phased development approach and PCR compliance strategy shall be resolved with the first phase ofpermitting to the satisfaction of the Community Development and Public Works departments.8. The City supports the proposed tree removals and relocations with compensatory planting as established by the City Arborist. The building permit plan submittal shall include a tree preservation plan per City Standards and Specifications, to the satisfaction and approval of the City Arborist.
Utilities
9. Plans and materials submitted for construction permits to complete the project shall indicate the provision of separate water meters for domestic (for bathroom and café) and landscape service. It is noted that the site has one existing two-inch water meter that can be modified to provide two meters (3/4” or 1”), as needed.
10. Plans and materials submitted for construction permits to complete the project shall identify, depict, and describe existing and proposed storage for three waste streams (trash, recycling, and organics) and proposed methods of collection (i.e., Parks Maintenance, San Luis Garbage service, etc.).
FINDINGS CONDITIONS
See sheet LC101 for Construction Plan.See sheet CD101 for Demolition Plan.See sheet TP001 for Tree Protection Plan.See sheet CG102 for Utility Plan.See sheet CG102 for Grading and Drainage Plan.
See sheet TP001 for Tree Preservation
Plan and TP501 for Tree Protection Details.
New domestic water service has been
provided. See sheet CG102.
Sheet LC101 includes (2) permanent triple
waste stream receptacles placed in the
plaza. It also includes a trash enclosure
adjacent to the building which will hold
rolling receptacles. See note 5 on sheet.
REFERENCE
See sheet CG102 for Grading and Drainage
Plan, Stormwater Control Plan application,
and summary drainage memorandum.
See the current sheet.See Note 6 on LC101. See details on CG101 and LC101 for paving conditions adjacent
to the Adobe.
Sheet A-911 added to plan set to document
required Adobe preservation work.
Historian report added to SpecialProvisions as Appendix C.
Monitoring report provided as part of Special Provisions as Appendix D.
MISSION PLAZA ENHANCEMENTS
05.14.2024
NOTES
1. THE EXISTING SITE CONDITIONS SHOWN HEREIN HAVE BEEN COMPILED BASED ON
TOPOGRAPHIC FIELD SURVEYS AND AS-BUILT DRAWINGS OF THE EXISTING IMPROVEMENTS. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO VERIFY
FIELD CONDITIONS, ESPECIALLY AT CRITICAL JOIN LOCATIONS AND REPORT ANY/ALLDISCREPANCIES IMMEDIATELY TO THE ENGINEER OF RECORD AND THE GOVERNING AGENT FOR THEIR REVIEW PRIOR TO CONSTRUCTION.
2. SUBSURFACE UTILITY DATA IS DEPICTED TO LEVEL "C" OF CI/ASCE 38-02 AS DEFINED IN THE GUIDELINE FOR DEPICTION OF EXISTING SUBSURFACE UTILITY DATA. REFER TO "UTILITY NOTES" ON THE GENERAL NOTES SHEET FOR ADDITIONAL INFORMATION AND REQUIREMENTS.
3. IT IS THE RESPONSIBILITY OF THE PROJECT CONTRACTOR TO CONTACT USA NORTH AT 1-800-642-2444 BEFORE ANY TRENCHING OR EXCAVATION WORK.
4. SEE ELECTRICAL DEMO PLANS FOR NOTES AND DETAILS.5. UTILITIES SHOWN ARE ACCURATE TO THE EXTENT OF THE AVAILABLE RECORDS AND KNOWLEDGE. THE CONTRACTOR HAS THE RESPONSIBILITY TO VERIFY THE LOCATION
OF EXISTING UNDERGROUND UTILITIES AND TO NOTIFY UTILITY COMPANIES WHEN WORKING IN THEIR PROXIMITY. PRIOR TO COMMENCING CONSTRUCTION, THE CONTRACTOR SHALL POTHOLE TO VERIFY ALL EXISTING UTILITY POINTS OFCONNECTION AND ELEVATIONS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF
RECORD IF ANY DISCREPANCIES EXIST BETWEEN THE PLANS AND FIELD WORK CONDITIONS PERTAINING TO MATERIALS, ELEVATIONS, LOCATIONS,ETC., PRIOR TOCONTINUING WORK
PROTECTION KEY NOTES
PROTECT AND PRESERVE EXISTING TREE IN PLACE; SIZE PER PLAN. SEE TREEPROTECTION PLAN FOR NOTES AND DETAILS.PROTECT AND PRESERVE EXISTING WET UTILITY VAULTS, MANHOLES, AND OTHER SURFACE APPURTENANCES IN PLACE. ADJUST TO FINISHED GRADE WHERE NECESSARY PER CITY OF SAN LUIS OBISPO STANDARD 6040. REFER TO ELECTRICALPLANS FOR LID REPLACEMENT/REMOVAL AND OTHER ELECTRICAL APPURTENANCES TO BE PROTECTED.
PROTECT AND PRESERVE EXISTING HISTORIC BUILDING IN PLACE. WORK SURROUNDING THE ADOBE TO BE MONITORED BY A HISTORIAN. ALL WORK ADJACENT TO EXISTING ADOBE TO BE BY HAND TOOL ONLY. REFER TO ARCHITECTURE PLANS & HISTORIAN REPORT.PROTECT EXISTING RAILING IN PLACE.PROTECT EXISTING CAMERA, POLE, AND FOOTING IN PLACE.PROTECT EXISTING SEWER CLEANOUT. ADJUST TO GRADE PER CITY OF SAN LUIS OBISPO STANDARD 6040.
123456
DEMOLITION KEY NOTES
REMOVE EXISTING CONCRETE.REMOVE EXISTING POLE FOUNDATION AND SALVAGE EXISTING LIGHT FIXTURE AND DELIVER TO CITY CORP YARD. REFER TO ELECTRICAL PLANS FOR REUSE OF CONDUITS.
REMOVE EXISTING CONCRETE PAVERS AND SALVAGE TO THE CITY CORPORATION YARD.
REMOVE AND SALVAGE EXISTING STONE AND STOCKPILE ON SITE FOR USE IN PROPOSED WALL. CAREFULLY REMOVE STONE SO AS TO PRESERVE LARGEST PIECESPOSSIBLE.
SAWCUT AND REMOVE EXISTING ASPHALT OVERLAY OVER PCC PAVEMENT.
REMOVE EXISTING ELECTRICAL BOX. RELOCATE UTILITIES FOR USE WITH NEWRESTROOM. SEE ELECTRICAL PLANS FOR TEMPORARY POWER PLANS AND CONNECTION TO POLE MOUNTED CAMERA.
REMOVE AND PROPERLY DISPOSE OF EXISTING RESTROOM BUILDING, INTERIOR FIXTURES, AND FOOTING. PROTECT EXISTING UTILITY CONNECTIONS FOR USE WITHNEW RESTROOM AND SITE WORK AS REQUIRED.
REMOVE AND SALVAGE EXISTING SITE FURNISHINGS AND DELIVER TO CITY CORP YARD.
REMOVE EXISTING CONCRETE CURB.REMOVE EXISTING IRRIGATION CONTROL VALVE AND BACKFLOW PREVENTOR.
DOCUMENT AND SAVE EXISTING STATIONS AND WATERING TIMES FOR FUTURE USE.
REMOVE EXISTING TREE, INCLUDING STUMPS AND ROOTS.REMOVE AND DISPOSE OF EXISTING RAILING.REMOVE AND SALVAGE EXISTING BRICK AND STOCKPILE ONSITE FOR REUSE.REMOVE EXISTING DRINKING FOUNTAIN AND PRESERVE EXISTING SEWER CONNECTIONS FOR FUTURE USE.
EXISTING WATER SERVICE LINE TO BE CUT AND CAPPED PER CITY OF SAN LUIS OBISPO STANDARD 6050.
123456789
101112131415
MURRAY
ADOBE
MONTEREY STREET
SS SS SS SS SS SS SS SS SS
X
X
X
X
WL WL
UTL
W
W W W W W
W W W W W
SS
W
W
W W W W W
REMOVE AND REINSTALL
EXISTING SIGN PER
CONSTRUCTION PLAN
REMOVE AND REPLACE
THERMOPLASTIC
STRIPING PER
CALTRANS DETAIL 27B
^
APPROXIMATE
SAWCUT LIMITS
APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
^^ ^ ^
^ ^ ^
^^^
^
^
^
^
^
^
^
^
^ ^ ^ ^
^^
^^^
^^
ROW ROW
EXISTING OLIVE TREE TO BE
RELOCATED ON SITE. REFER
TO TREE PROTECTION PLAN
BROAD STREET
2 1
1 1
1 2
2 2
2 2
3 9
9 2
13 7
3 3
3 4
5 6
6 8
8 8 14
9 9
9 9
10 10
10 11
11 4
11 1
9 9
1 1
1 12
4 5
REMOVE AWNING . SEE SHEET A-911 FOR
ADOBE DETAILS.
2 SAWCUT EXISTING
CONCRETE
8 EXISTING CURB
TO REMAIN
SAWCUT EXISTINGSIDEWALK & CURB
SAWCUT EXISTING
BRICK PATH
2 EXISTING 8" PVC
WATER MAIN
REMOVE EXISTING
TRELLIS STRUCTURE
8 IRRIGATION LINES TO BE
REMOVED, SEE
IRRIGATION PLAN FOR
RECONNECT ION
EXISTING 20" D.I.
WATER MAIN
15 EXISTING 8"
WATER MAIN
PROTECT IN PLACE
EXISTING TILES.
6 2
EXISTING
COMMUNICATIONSMANHOLE
DEMOLITION PLAN
CD101
RC
NLS
NLS
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA ENHANCEMENTS
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
0 20 feet
1"=10'
10 30
MISSION PLAZA ENHANCEMENTS
05.14.2024
IMPROVEMENT KEY NOTES
CONSTRUCT 8" CURB AND 18" GUTTER PER CITY OF SAN LUIS OBISPO STANDARD 4030.CONCRETE TO BE MISSION COLOR PER SPECIFICATION 73-4.CONSTRUCT 0" CURB PER MODIFIED CITY OF SAN LUIS OBISPO STANDARD 4020. (12" BELOW FINISHED SURFACE WITH #4 BAR)
CONSTRUCT CURB TRANSITION (L = ±13') FROM 8" TO 0".CONSTRUCT PATCH PAVING PER CITY OF SAN LUIS OBISPO STANDARD 4110 INSTALLATION NOTE 1. ( APPROXIMATELY 2" AC OVERLAY OVER 8" PCC)INSTALL 4" WIDE SOLID WHITE STRIPE PER CALTRANS DETAIL 27B.INSTALL 4" SEWER LATERAL PER CITY STD 6810; 2% MIN. SLOPE. REFER TO PLUMBING PLANS FOR RESTROOM AND KIOSK CONNECTIONS.
INSTALL 2" WATER SERVICE WITH 11
2" METER PER CITY STD 6210.
INSTALL SEWER CLEANOUT WITH G-5 VALVE WELL PER CITY OF SAN LUIS OBISPO STANDARD DRAWING NUMBER 6710. SEE NOTE BELOW FOR COVER.
INSTALL 2" REDUCED PRESSURE BACKFLOW PREVENTER PER CITY STD 6550.INSTALL 1" POLYETHELENE 200 PSI WATER SERVICE LINE.INSTALL 2" POLYETHELENE 200 PSI WATER SERVICE LINE.INSTALL NDS SPEE-D CHANNEL DRAIN WITH 4-INCH PVC OUTLET PIPE MATCHING EXISTING DITCH FLOWLINE.
INSTALL 4" PERFORATED PVC PIPE, PERFORATIONS FACE DOWN, SLOPE 0.5% MINIMUM.
WRAP PIPE WITH NON-WOVEN FILTER FABRIC.
INSTALL 4" PVC STORM DRAIN PIPE, SLOPE 0.5% MINIMUMINSTALL NDS 12" SQUARE CATCH BASIN WITH CAST IRON GRATE RAISE EXISTING CLEANOUT TO GRADE AND INSTALL G-5 VALVE WELL AND COVER PER CITY OF SAN LUIS OBISPO STANDARD DRAWING 6710.
INSTALL NDS POP-UP DRAIN EMITTER PER DETAIL ON THIS SHEET.INSTALL DRINKING FOUNTAIN. SEE PLUMBING PLANS FOR SEWER LINE SIZE, VENT PIPE SIZE, AND SEWER CLEANOUT LOCATION. ALSO SEE DETAIL 3 ON SHEET LC505.
INSTALL FLUSH WITH GROUND ISOLATION VALVE PER CITY OF SAN LUIS OBISPO STANDARD 8640 WITHOUT TAG.
INSTALL NDS SPEE-D ROUND CATCH BASIN WITH 4" CONNECTION.
CONNECT TO EXISTING 4" SEWER LATERAL WITH WYE CONNECTION.
INSTALL 3
4" WATER SUPPLY LINE TO DRINKING FOUNTAIN
REMOVE AND REPLACE IN KIND L=±5' OF CURB, CONTRACTOR TO PROTECT EXISTING ACCESSIBLE RAMP.
INSTALL CONCRETE VAULT WITH P-TRAP FLUSH WITH GRADE. REFER TO LANDSCAPE PLANS FOR DETAIL.
INSTALL STORM DRAIN CLEAN OUT PER DETAIL THIS SHEET.
123456789
10111213141516171819202122232425
A-A
-
APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
GB
APPROXIMATE LIMIT OF WORK
GB
W
APPROXIMATE LIMIT OF WORK
SD
SD
E
E
EE
E
E E
E
E
E
E
E
E
E
E
E
E
E
W
GBGB
WM
BF
SD
SS SS SS SS SS SS SS SS SS SS
WL WL
UTL
W
W W W W
W W W W W
SS
W W
W W W W W W
SD
^
^ ^ ^ ^ ^ ^
^ ^ ^ ^
^
^ ^ ^ ^ ^
^
^ ^ ^ ^
^ ^
^ ^ ^ ^ ^
E E
E
E
EE
EE
SS
SD
1.3%
213.85
FS
212.94 FS
MATCH
EXISTING
214.71
FS
MURRAY
ADOBE
FFE: 215.35
214.52
FS
214.52
FS
214.77
FS
214.79
FS
214.80
FS
214.85
FS
214.86
FS
214.80
FS
214.79
FS
214.78
FS
214.80
FS
215.40
FS
214.64
FS
214.72
FS
215.38
FS
215.14
FS
214.93 FS215.86 TW
215.13 FS/TC
MATCH EX.
214.25 TC
213.58 FL
213.05 FS
MATCH
EXISTING
214.37 FS215.54 TW
214.60
FS
215.66
FS MATCHEXISTING
215.82 TC215.32 FL
214.55 TC
213.88 FL
DOOR
DOOR
GRANITE PLANTER CURB,
SEE CONSTRUCTION PLANS
214.88
FS
214.96
FS
215.09
FS
215.96 TC215.46 FL
215.82 TC
215.32 FL
215.71 TC
215.21 FL
216.10 TC
216.05 TC 215.60 FL
215.55 FL
215.90 TC
215.40 FL
215.91 TC215.41 FL
212
213
214
215
216
214
213
212
211
210
209
208
207
206
205
210
211
212
213
213
210
205
200
215
214
213
212
211
210
209
2087
206
205
215
215
214
214
214
3 2 1
5 5
4 215.30
FS
215.30
FS
215.70
FS MATCH
EXISTING
214.59
FS
212.74 FS
MATCH
EXISTING
3.1%
2.0%
0.6%
3.9%
3.9%
0.5%
0.5%
1.5%
1.5%
1.5%
10.4%
12.0%
0.6%
0.8%
0.8%
1.5%
1.5%
0.7%
1.8%
4.7%
8 6
7 8" MOW CURB.
SEE SHEET LC502
FOR DETAIL.
GRANITECRETE PAVING;
SEE DETAIL 3 SHEET LC502
SEE SHEETS LC101 AND LP101
FOR DETAILS
BRICK PAVING;
SEE LANDSCAPE PLANS
RESTROOM
FFE: 214.65
213
MONTEREY STREET
BROAD STREET
214.40
FS
213.44
FS
213.87
FS
213.53
FS
213.95
FS
214.17
FS
213.75
FS
214.28
FS
214.59 FS
214.92 TW
1.9%
213.60 FS
213.94 TW
215.20 FS
215.86 TW
215.25 FS215.86 TW
214.56 FS215.86 TW
214.63 FS
215.86 TW
214.39 FS214.72 TW
214.39 FS215.54 TW
213.45 FS
213.78 TC
16 6
9 10
11 212.26 FL
212.90 TC
MATCH
EXISTING
12 FEMA ZONE AE 201'
WATER SURFACE
ELEVATION
SURVEY
CP 50
214.93
FS
215.01
FS
11 ELECTRICAL BOX, SEEELECTRICAL PLANS.
RESET ELECTRICAL BOX, TYP.;
SEE CONSTRUCTION PLANS
2.0%
15 15
213.95
FS
214.37
FS
213.86
FS
214.29
FS
TWO STAIR
RISERS (5")
213.40 FS
215.54 TW
213.69
FS
13 14
13 14
TWO STAIR
RISERS (5")
17 8" PVC SEWER MAIN
18 ROW ROW
214.53 FS/LP
214.86 TW
18" CURB CUT
OPENING TO ALLOW
ENCLOSUREDRAINAGE
8 INV = 204.56
CONNECT TO
EXISTING 8" PVC
WATER MAIN
RESTROOM POINT OF
CONNECTION
INV = 204.85
CAP
WATERLINE
215.33 FS
215.37
FS
215.27
FS
19 215.50
FS
3.0%
TG = 215.01
INV = 213.36
TG = 214.91
INV = 212.11
TG = 215.36
INV = 214.04
20 13
14 PERMEABLE PAVERS, SEE
SHEET LC501 FOR DETAILS.
20 TG = 214.67
STONE SEATWALL. SEE INV = 213.28
DETAIL 5 ON SHEET LC504.
MISSION STYLE RAILING,
SEE SHEET LC505 FOR
DETAIL. 17
KIOSK
FFE: 214.82
PAINT ENTIRE LIMITS
OF NEW CURB RED
EX RIM = 214.49
EX INV = 201.57
ROUTE PROPOSED WATER
SERVICE LATERAL OVER 20"
D.I. PIPE. 20" D.I. WATER MAIN
214.48
FS
SEE TREE PROTECTION
PLAN
21 S=0.02 MIN.
22 MIN. 12"
CLR.
MIN. 12"
CLR.
23 0.6%
EXISTING
COMMUNICATIONSMANHOLE
SEE PLUMBING PLANS
FOR WASTE AND VENT
TO RESTROOM
215.19 FS
MATCH EX.
215.15
FL
19 214.91
FL
214.81 TC
213.76 FS 214.81 FL
MATCH EX.
212.81 FS
MATCH EX.
A-A
-
SURVEY CONTROL
POINT CENTERLINE MONUMENT
SEE HORIZONTAL CONTROL PLAN
START OF CURBTRANSITION
24 FEMA ZONE AE 202'
WATER SURFACE
ELEVATION
LIMIT OF FEMA 100-YR
FLOOD PLAIN (ZONE AE)
FEMA ZONE AE 200'
WATER SURFACE
ELEVATION
TRANSITION PANEL, PAVE
WITH RECYCLED BRICK.
SEE LANDSCAPE PLAN
FOR DETAIL
13 13
TG = 210.67
INV = 210.00
INV = 213.90
INV = 212.34
INV = 212.23
25 25
INV = 210.16
INV = 213.54
INV = 212.29
TG = 211.50
INV = 211.00
214.53 FS214.86 TW 214.54 FS
214.87 TW
214.41 FS214.74 TW
214.42 FS214.75 TW
NDS POP UP EMITTER DETAIL
-NTS4" DRAIN ROCK MINIMUM DEPTH = 18 INCHES
NDS POP UP EMITTER
EXISTING
GRADE
4" PVC STORM
DRAIN PIPE
U.N.O.
18" MIN.
*ALL UTILITY COVERS TO BE DECORATIVE STYLE PER SPECIAL PROVISIONS
PIPE INVERT ELEVATION
PERFORATED SUBDRAIN
SOLIDWALL CHDPE PIPE-LENGTH AS
NEEDED, SIZE PER PLAN
45° ELBOW SIZE PER CLEANOUT
SOLIDWALL CHDPE PIPE-LENGTH AS
NEEDED, SIZE PER PLAN
STORM DRAIN CLEANOUT
NTS
INSTALL CHRISTY G-5 BOX AND
COVER AND SERIES 35 ADS DRAIN
CAP. CAP SHALL BE FLUSH WITH
FINISH GRADE
PERFORATED SUBDRAIN
45° WYE
GRADING, DRAINAGE, & UTILITY PLAN
CG102
RC
NLS
NLS
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
0 20 feet
1"=10'
10 30
0.5% MIN.
NTS
SECTION (A-A)
2% MAX
2% MAX
EXISTING
ADOBE BUILDING
FFE = 215.35
PERMEABLE PAVERS OR
GRANITECRETE PAVING
SEE CONSTRUCTION PLANS
REFER TO ARCHITECTURAL
DETAIL 11, 12, AND 13 ON
SHEET A-911 FOR ADOBE
FOUNDATION DRAINAGE
MISSION PLAZA ENHANCEMENTS
05.14.2024
SAN LUIS OBISPO
MUSEUM OF ART
(NOT A PART)
APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
GB
APPROXIMATE LIMIT OF WORK
GB
W
APPROXIMATE LIMIT OF WORK
E
E
EE
E
E EEEEEE
E
E
E
E
E
E
W
GBGB
WM
BF
SS SS SS SS SS SS SS SS SS SS SS SS
WL
UTL
W
W W W W W W W
W W W W W W W
SS
W
W W W W W W
^^ ^ ^
^ ^ ^
^^^
^
^
^
^
^
^^
^
^ ^ ^ ^
^^
^^^
^^
E E
E
E
EE
EE
SS
212 213 214
215
216
214
213
212
211
210
209
208
207
206
205
210
211
212
213
213
210
205
200
215
214
213
212
211
210
2092087
206
205
215
215
214
214
214
W W W W W W
213
MONTEREY STREET
BROAD STREET
LIMITS OF FEMA ZONE
AE 100-YR FLOOD
4 3
X
X
X
XX
X
X
X
X
X
X
X
X
X X
X
X X X X
X
X
4 4
100-YR WSEL = 200'
100-YR WSEL = 201'
100-YR WSEL = 202'
2 4
4 ROW ROW
2 5
EROSION CONTROL PLAN
CG103
RC
NLS
NLS
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS 0 20 feet
1"=10'
10 30
STORMWATER CONTROL BMPs
# BMP SYMBOL NAME LEGEND
SE-1 SILT FENCE
SE-10 STORM DRAIN INLET PROTECTION (SEE PHASING NOTES)
WM-8 CONCRETE WASTE MANAGEMENT
SC-6 GRAVEL BAGS
SE-5 STRAW WATTLE
12345
1. PERIMETER CONTROL BMP AND STABILIZED CONSTRUCTION ENTRANCE(S) SHALL BE IN PLACE PRIOR TO ANY GROUND DISTURBANCE.
2. THE CONTRACTOR MAY UTILIZE RUMBLE PLATES IN LIEU OF RIP RAP AT THE CONSTRUCTION ENTRANCES AS LONG AS THEY ACCOMPLISH THE DESIRED RESULTS.
3. CONSTRUCTION THAT INCLUDES DEMOLITION AND REPLACEMENT OF EXISTING ASPHALT SHALL BE COMPLETED WHEN THERE IS NO FORECAST RAIN EVENTS. AREAS THAT WILL BE
IDLE FOR EXTENDED PERIODS OF TIME SHALL BE COVERED WITH TEMPORARY ASPHALT PATCHING, (COLD MIX).
4. GRAVEL BAGS SHOWN IN THE CURB AND GUTTER FLOW LINES SHALL BE ORIENTED TO
TEMPORARILY SLOW AND DAM THE FLOWING STORM WATER IN THE GUTTERS TO HELP FILTER OUT ANY SEDIMENT. THESE GRAVEL BAGS SHALL BE SPACED AT 50' O/C OR CLOSER AS CONDITIONS WARRANT.
5. ANY SEDIMENT TRACKED OFFSITE SHALL BE CLEANED DAILY BY MEANS OF MOBILE STREET SWEEPERS.
6. ANY GRADED AREAS THAT ARE GOING TO SIT IDLE FORM MORE THAN TWO WEEKS SHALL HAVE AN APPROPRIATE GROUND COVER BMP APPLIED.
STORMWATER CONTROL NOTES
INLET
SANDBAGS
2-BAGS HIGH
SE-10 STORM DRAIN INLET PROTECTION TYPE-3
-NTSCURB & GUTTERGRAVEL BAGS 50' O/C TYP. IN FLOW LINES OF GUTTER SE-6 GRAVEL BAGS IN FLOW LINE DETAIL -NTSFILTER FABRIC OAK POST TOE-IN
DRAW CORD NETTING
OAK POST
FILTER FABRIC
TOE-IN
PRE-ASSEMBLED SILT FENCE
-NTSINSTALLATION PROCEDURES: 1. DIG A 6" x 6" TRENCH AT DESIRED FENCE LOCATION 2. UNROLL SILT FENCE ALONG TRENCH 3. DRIVE STAKES INTO THE DOWNHILL SIDE OF TRENCH WITH NETTING AND STAKES FACING THE DOWNHILL SIDE. 4. LAY THE BOTTOM 6" OF FABRIC INTO THE TRENCH AND FILL WITH TOP SOIL FOR PROPER TOE-IN. 5. DRAW TENSION CORD AT TOP OF FENCE AND TIE TO END STAKES. NOTES: PLACE NET-WRAPPED STRAW WATTLE IN TRENCH. WATTLE TO BE TIGHTLY BUTTED END TO END BUT NOT OVERLAPPING. MINIMUM 6 STAKES PER 25' OF WATTLE. STRAW WATTLE DETAIL -NTS3"-5" TRENCH 9" Ø x 25' LONG
STRAW WATTLE
4' MAX
34" x 2" x 2' WOOD STAKE
IN CENTER OF WATTLE
(2" - 3" EXPOSED AFTER
DRIVING STAKE)
MISSION PLAZA ENHANCEMENTS
05.14.2024
APPROXIMATE LIMIT OF WORK
APPROXIMATE LIMIT OF WORK
GB
APPROXIMATE LIMIT OF WORK
GB
W
APPROXIMATE LIMIT OF WORK
E
E
EE
E
E EEEEEE
E
E
E
E
E
E
W
GBGB
WM
BF
SS SS SS SS SS SS SS SS SS SS
WL WL WL
UTL
W
W W W W
W W W W W
SS
W
W
W
W W W W W W
^^ ^ ^
^ ^ ^
^^^
^
^
^
^
^^
^
^
^ ^ ^ ^
^^
^^^
^^
E E
E
E
EE
EE
SS
212 213 214
215
216
214
213
212
211
210
209
208
207
206
205
210
211
212
213
213
210
205
200
215
214
213
212
211
210
2092087
206
205
0.6%
W W W W
MONTEREY STREET
BROAD STREET
FEMA ZONE AE 198'
WATER SURFACE
ELEVATION
1 2
3 6 7
8 9 10 11
13 12
14 15 16
17 18 19
20 2122 23
24 25
26 27 30
31 32
3334
35 3638 3739 40
4142
48 43
49 50
51 52
53 5456 55 57
58 59
60 61
62 6364
65 66
67 69 68
70 71
ROW ROW
Point Table
Point #
1 2345
6 7
8 9
10 11
1213
14 1516
1718
19 20
21 2223
24 2526
2730
31 3233
34 3536
3738
39 40
41 42
43 48
49 50
51 5253
54 5556
57 58
59 60
61 6263
64 6566
67 68
69 70
71 Raw Description
CL MON LS 6729
SET RBR WG CP 50
SET X TBC WG CP 25
SET X WG CP 48
FD X WG CP 49
TFCTFCTFCTFCTFC
BRICK EDGEBRICK EDGE
ADOBE CORNERADOBE CORNERADOBE CORNER
RESTROOM CORNERRESTROOM CORNER
BRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGE
BRICK EDGE / BC
BRICK EDGE / EC
BRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGE
KIOSKKIOSKKIOSKKIOSKKIOSKKIOSKKIOSKKIOSK
BRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGEBRICK EDGE
BRICK EDGEBRICK EDGEBRICK EDGE
RESTROOM CORNERRESTROOM CORNER
MOW STRIPMOW STRIP
PATH EDGEPATH EDGE
MOW STRIPMOW STRIPMOW STRIPMOW STRIPMOW STRIP
Northing
2298777.82542298730.5974
2298780.2851
2298672.6012
2298681.3001
2298736.15002298755.10082298765.21882298775.3368
2298780.8409
2298819.9334
2298803.74532298794.3602
2298772.3181
2298781.8333
2298722.6979
2298727.6555
2298729.6352
2298732.87872298719.2074
2298728.4781
2298734.9659
2298747.2145
2298749.52922298708.03702298718.10432298735.2250
2298738.79492298745.05892298745.5489
2298749.8306
2298750.6874
2298756.4921
2298758.9196
2298764.6654
2298762.2379
2298770.0095
2298772.4370
2298760.1011
2298753.9224
2298749.6956
2298745.39532298746.1510
2298752.3307
2298756.5621
2298760.8619
2298777.0838
2298782.2235
2298790.43182298785.29122298801.53202298793.32382298798.4643 2298806.6726
2298704.9248
2298709.8679
2298674.6916
2298709.91572298728.4517
2298731.91822298733.78222298729.40232298718.34582298760.61402298772.0402 Easting
5766449.16095766519.49195766472.0829
5766392.6450
5766277.9366
5766419.1958
5766446.4297
5766455.10325766463.7768
5766471.6866
5766528.7413
5766540.0059
5766526.8453
5766542.65475766555.8857
5766471.8052
5766444.1629
5766423.7291
5766428.4002
5766437.9134
5766439.5761
5766435.0616
5766452.72145766451.1107
5766475.8782
5766477.68375766502.2877
5766507.4179
5766508.54135766508.2003
5766505.2209
5766506.4522
5766502.4129
5766505.9014
5766501.9032
5766498.4147
5766493.00685766496.49535766483.0200
5766487.3194
5766486.5598
5766480.3799
5766476.1535
5766471.8533
5766472.6097
5766478.7889
5766493.2625
5766500.6499
5766494.9381
5766487.5507
5766510.8902
5766516.6019
5766523.9894
5766518.2776
5766468.5947
5766440.9876
5766461.4283
5766436.91755766504.61865766510.0385
5766531.5309
5766528.4257
5766512.5366
5766550.5541
5766558.6550
HORIZONTAL CONTROL PLAN
CG101
NLS
NLS
NLS
CITY SPECIFICATION NO.DATE:
PROJECT TITLE:
SHEET TITLE:
SHEET NO.DESIGNED BY:DRAWN BY:CHECKED BY:APPROVED BY:SCALE:PLAN FILE NO. / LOCATION
MISSION PLAZA RESTROOM & KIOSK
AS NOTED
FEBRUARY 21, 2024
0256-03-CU20
91439-01
100% CONSTRUCTION DOCUMENTS
0 20 feet
1"=10'
10 30
MISSION PLAZA ENHANCEMENTS
05.14.2024
6)
5(675220
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3/80%,1*
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA
KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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30
CAL GREEN REQUIREMENTS
G-105
KATHRYN HICKS
DAVID GIBBS
KATHRYN HICKS
DAVID GIBBS
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA
KS
C-38079 C- 38
02 - 28 - 2025
7.13
MISSION PLAZA ENHANCEMENTS
05.14.2024
0,66,213/$=$5(675220 &$)(
&,7<63(&,),&$7,2112'$7(
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3/$1),/(12/2&$7,21
30
CAL GREEN REQUIREMENTS
G-106
KATHRYN HICKS
DAVID GIBBS
KATHRYN HICKS
DAVID GIBBS
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA
KS
C-38079 C- 38
02 - 28 - 2025
7.13
MISSION PLAZA ENHANCEMENTS
05.14.2024
0,66,213/$=$5(675220 &$)(
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30
CAL GREEN REQUIREMENTS
G-107
KATHRYN HICKS
DAVID GIBBS
KATHRYN HICKS
DAVID GIBBS
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA
KS
C-38079 C- 38
02 - 28 - 2025
7.13
MISSION PLAZA ENHANCEMENTS
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024
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MISSION PLAZA ENHANCEMENTS
NSED ARCHI
STATE OF CALIFORNIA
KATHRYN ANNE HICKS
02 - 28 - 20
RENEWAL
DATE
S 2025
KA KS
C-38079 C- 38
02 - 28 - 2025
05.14.2024