Watsonville City Council
January 16, 2024

IMPARTIAL ANALYSIS OF MEASURE N
Under the California Constitution and relevant California Health and Safety Code provisions, hospital districts may issue bonds if approved by at least 2/3 (66.67%) of voters within the boundaries of that district. These bonds are sold to the public and constitute a debt of the district. The principal and interest on the bonds are repaid by an annual property tax levied on real property within the district. This is known as an “ad valorem tax” and is calculated based on the current assessed value of each property.

Measure N was placed on the ballot by the Board of Directors (“the Board”) of the Pajaro Valley Health Care District (the “District”). The Board asks voters to authorize the sale of general obligation bonds in the maximum principal amount of $116,000,000. These bonds would generate approximately $6.8 million annually for the District.

If all the bonds are issued and sold, the best estimate of the total debt service on the bonds will be approximately $230.1 million, including principal and interest.

At the time of filing Measure N, the District has provided the best estimate of the average annual tax rate to be levied at approximately $24 per $100,000 of assessed property value per year through fiscal years 2056-57.

If approved by voters, the District may use the bond funds for the specific purposes of property acquisition, maintenance, construction, and alterations, as well as for other limited purposes as stated in the law.

The District has submitted a Scope of Projects and illustrative Project List. Voters are referred to the full text of the measure for the complete information. The types of projects the District may fund with the bond proceeds include, but are not limited to:
• Expanding and renovating the emergency room to improve services and increase capacity;
• Upgrading imaging systems, including X-rays, MRI, and CT scanners; • Purchasing the Watsonville Community Hospital property site in lieu of paying ongoing rent;
• Replacing and repairing aging and deteriorating plumbing, heating, ventilation, and air conditioning systems; and
• Modernizing outdated healthcare facilities, including restrooms.

The District will be required to follow certain accountability provisions if the measure is approved by voters. This includes the creation of a special account into which the bond proceeds will be deposited as well as the submission of an annual report. The report will contain the amount of funds collected and expended as well as the status of any projects funded by the measure. The District also proposes to establish an Independent Citizens’ Oversight Committee to ensure that all funds are spent only on the specific purposes allowed by law.

Attachment 1

A “yes” vote on Measure N is a vote to authorize the issuance of bonds in the amount of $116,000,000 to be financed by an annual property tax.

A “no” vote on Measure N is a vote against the issuance of the proposed bonds and assessment of the annual property tax.

JASON M. HEATH, COUNTY COUNSEL
By: Ruby Márquez, Chief Assistant County Counsel
Attachment 1

Argument in Favor of Measure N
In 2022, Watsonville Community Hospital, which has served our community since 1895, nearly closed, following bankruptcy proceedings brought by the previous, for-profit hospital owners.

Luckily, with the help of local leaders and our community, the new non-profit district hospital has been implementing a turnaround plan to put it on a path toward financial sustainability – but more remains to be done to ensure our community has access to affordable, high-quality healthcare.

Our local hospital needs assistance to upgrade and renovate facilities, improve emergency room services, and continue to improve the financial health of the hospital and the wellness of our neighbors.

Measure N will:
● Expand and renovate the emergency room to provide better emergency care and shorter wait times, and meet the growing needs of our community ● Upgrade imaging systems including X-rays, MRI, and CT scanners ● Purchase the hospital property, ensuring local control and saving $3 million a year in rent payments, which could then be used to support nurses, doctors, and better healthcare
● Repair, replace, or upgrade aging and deteriorated roofs, wiring, plumbing, heating, ventilation, and air conditioning systems
● Modernize the hospital to provide additional local healthcare services, so patients don’t have to travel to other hospitals to get the care they need All funds raised by Measure N will stay right here in our community, subject to independent citizen oversight, and be used to upgrade and improve our local hospital and access to local healthcare. No funds could be taken by the State.

Join us: Vote Yes on Measure N! Let’s take the next step in securing affordable access to local healthcare, and better support our talented and dedicated local nurses and doctors. Let’s make sure Watsonville Community Hospital can provide safe, modern, affordable healthcare for generations to come.

Vote Yes on N!
/s/ S. John Martinelli, Chairman of the Board, S. Martinelli & Company /s/Dr. Faris Sabbah, Santa Cruz County Superintendent of Schools /s/ Sherri Stout Torres, Chief Nurse Officer, Watsonville Community Hospital /s/ Manny Solano, Former Watsonville Chief of Police
/s/ Madhu Raghavan, MD, Salud Para la Gente
Attachment 2

1 Reso No. ______ (CM)
Meeting Date: 011426 SWZ ______ RM ______
RESOLUTION NO. (CM)

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WATSONVILLE

IN SUPPORT OF THE PAJARO VALLEY HEALTHCARE DISTRICT

GENERAL OBLIGATION BOND - MEASURE N TO IMPROVE THE

QUALITY OF HEALTHCARE AT THE WATSONVILLE COMMUNITY

HOSPITAL
WHEREAS, the City of Watsonville is committed to the health and well-being of the Pajaro Valley and our region’s healthcare systems; and WHEREAS, safe, affordable, accessible, and quality local healthcare is required for the health and well-being of the Pajaro Valley; and WHEREAS, the improvement, expansion, and sustainability of Watsonville Community Hospital is essential for long-term quality healthcare in the Pajaro Valley; and WHEREAS, our dedicated and trusted local doctors, nurses, and healthcare professionals are in dire need of modern equipment and tools to care for our community; and
WHEREAS, regaining local control of the Watsonville Community Hospital grounds would ensure the Pajaro Valley has a community-owned asset for decades to come; and
WHEREAS, the City of Watsonville supports the following important investments in the future of Watsonville Community Hospital and quality local healthcare:

1. Expanding and renovating its emergency room, nearly doubling its size, to provide better emergency care and meet the growing needs of our community;

2. Upgrading its imaging systems including X-rays, MRI, and CT scanners;

3. Purchasing the hospital property to save $3 million per year in rent payments, which could then be used for doctors, nurses, and enhancing healthcare services;

Reso No. (CM)
Meeting Date: 011624

4. Repairing or replacing several aged hospital building systems, such as plumbing; heating, ventilation, and air conditioning systems, and replacing the aging roof;

5. Modernizing the hospital facilities to provide additional services, so patients don’t have to travel to other hospitals to get the care they need; and

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATSONVILLE, CALIFORNIA, AS FOLLOWS:

That the City Council of the City of Watsonville hereby provides its support for Bond Measure N.
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C:\Program Files\eSCRIBE\TEMP\18114863223\18114863223,,,Report - Development Impact Fee Report .docx Agenda Report
MEETING DATE: Tuesday, January 16, 2024
TO: City Council
FROM: ADMINISTRATIVE SERVICES DIRECTOR DURAN

ASSISTANT FINANCE MANAGER RODRIGUEZ
THROUGH: CITY MANAGER MENDEZ
SUBJECT: FISCAL YEAR 2022/23 DEVELOPMENT IMPACT FEE REPORT FOR THE CITY OF WATSONVILLE FOR FY ENDED JUNE 30,
2023
RECOMMENDED ACTION:

It is recommended that the City Council accept by resolution, the Development Impact Fee Report for the City of Watsonville for FY ended June 30, 2023.

BACKGROUND:

State law requires Cities to prepare an annual Development Impact Fee (DIF) Report, in accordance with Government Code §§ 66000-66025 (the “Mitigation Fee Act”). State law imposes certain accounting and reporting requirements with respect to impact fees. Fees must be separated by different funds. Funds and interest must be credited to separate funds and used only for the purposes for which the fees are collected. The comprehensive report needs to include and make available to the public the following information for each fund:
 Brief description of the type of fee
 Amount of the fee
 Beginning and ending balances
 Amount of the fees collected and interest earned
 identification of each public improvement on which fees were expended and the amount of the expenditures on each improvement, including the total percentage of the cost of the public improvement that was funded with fees  identification of an approximate date by which the construction of the public improvement will commence if the local agency determines that sufficient funds have been collected to complete financing on an incomplete public improvement, as identified in paragraph (2) of subdivision (a) of Section 66001, and the public improvement remains incomplete

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C:\Program Files\eSCRIBE\TEMP\18114863223\18114863223,,,Report - Development Impact Fee Report .docx  A description of each interfund transfer or loan made from the account or fund, including the public improvement on which the transferred or loaned fees will be expended, and, in the case of an interfund loan, the date on which the loan will be repaid, and the rate of interest that the account or fund will receive on the loan.  The amount of refunds made pursuant to subdivision (e) of Section 66001 and any allocations pursuant to subdivision (f) of Section 66001.

The law also provides that, for the fifth fiscal year following the first deposit into the fund and every five years thereafter, the local agency must make findings with respect to any portion of the fee remaining unexpended, whether committed or uncommitted. The finding must:
 Identify the purpose of the fee;
 Demonstrate a nexus between the fee and the purpose for which it was originally charged; and
 Identify all sources and amounts of funding anticipated to complete financing of incomplete improvements along with the approximate dates on which the anticipated funding is expected to be deposited into the fund.

DISCUSSION:

Development Impact Fees are charged to new developments by local governmental agencies, including Watsonville, as a mechanism to mitigate impacts on public facilities and infrastructure created because of new development. These fees are typically collected at the time a building permit is issued. As required by the law commonly referred as AB 1600, separate and unique funds have been established to manage and account for DIFs for each of the following types of public facilities: Parks and Recreation, Airport Boulevard, Citywide, Pennsylvania Drive, Crestview Area, Green Valley Corridor, East Highway 1, Strive Bridge, Errington/Clifford Area, Fire Capital Improvement, Public Facility, Storm Drain, Watsonville Slough Area, Affordable Housing, Parks Development, Errington South Benefit Area, Impervious Impact Fee, Green Building Fee, Carbon Fee, Sewer Connection, and Water Connection. Interest on each DIF fund is credited to that fund or account and used only for those purposes for which the fees were collected. The City of Watsonville impact fees covered by AB 1600 and documented in Attachment 1 include the description of the type of fee, amount of the fee, beginning and end balance, fees collected, and interest earned. Along with the percentage of the cost of the public improvement that was funded with the fees and the approximate date by which public improvement will commence.

As noted on the Statement of Revenue, Expenditure and Charges (attachment to the Resolution), balances projected to be used on various projects include:

Park and Recreation:

Ramsay Park Renovations (ongoing), Park Assessments, Recreation Center Building Assessments(ongoing), City Plaza Restroom Facility Improvement (ongoing), Ramsay Park Master Plan BMX Plan(ongoing), Senior Center Repairs(ongoing),

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C:\Program Files\eSCRIBE\TEMP\18114863223\18114863223,,,Report - Development Impact Fee Report .docx Fire:

Tiller Arial Quint, Fire Vehicle
Street and Traffic:

Bike Share Program, Pedestrian Improvement Downtown, Road Reconstructions(ongoing), Main Street at Riverside(ongoing), Highway 1 and Harkins Slough Road Pedestrian Improvement(ongoing), General Underground Utilities Work, Underground Utilities Lake Ave(ongoing), Road and Traffic Upgrades Sewer Connection:

Blackburn/Center Street Sewer Installation, Clifford Sewer Installation, Cabrillo Shopping Center Sanitary Sewer Upgrade
Water Connection
Freedom/Burchell Water Main Replacement(ongoing), Union/Beach/Lincoln Water Main Replacement(ongoing), Pennsylvania/Hammer Water Main Replacement(ongoing) There were no interfund transfers or loans from these funds. As of June 30, 2023, all fees collected have been earmarked for current and future capital projects to maintain the current levels of service to serve new development.

STRATEGIC PLAN:
2-Infrastructure & Environment
3-Housing
4-Fiscal Health
FINANCIAL IMPACT:

There are no funds requested for this item.

ALTERNATIVE ACTION:

The City Council could choose not to receive the report. However, this would be in violation of Section 66006 of the California Government Code that requires the annual publishing of information contained in this report.

ATTACHMENTS AND/OR REFERENCES (If any):

None.

Reso No. ______ (CM)
Meeting Date: 011624 SWZ ______ RM ______ Finance ______ 1 RESOLUTION NO.__________ (CM)

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

WATSONVILLE ACCEPTING ANNUAL DEVELOPMENT IMPACT FEE
REPORT FOR JUNE 30, 2023, PURSUANT TO CALIFORNIA
GOVERNMENT CODE SECTION 66001
WHEREAS Government Code Section 6600 et seg., authorizes the City of Watsonville (City) to impose, collect and expend impact fees to offset the impacts of development with the City; and
WHEREAS the City of Watsonville deposited all fees in separate non-commingled funds established for such a purpose; and
WHEREAS the City has made available to the public within one hundred eighty (180) days following the last day of the fiscal year the annual accounting information (Annual Reports) required by the Mitigation Fee Act related to each of the fees; and WHEREAS the City has mailed notice at least fifteen (15) days prior to this meeting to all interested parties who have requested notice of any meeting relative to the City’s imposition of the fees.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATSONVILLE, CALIFORNIA, AS FOLLOWS:

1. The City Council has considered the full record before it, which may include but is not limited to such things as the staff report, testimony by staff and the public, and other materials and evidence submitted or provided to it. Furthermore, the recitals set forth above are found to be true and correct and are incorporated herein by reference.

2. Receiving a report on the City’s Development Impact Fees is exempt from the California Environmental Quality Act (CEQA) because it is not a project, pursuant to California Code of Regulations Title 14 Section 15378(b).

Reso No. ______ (CM)
Meeting Date: 011624
2 3. In accordance with Government Code Section 66006(b) and Section 66013, the City Council has reviewed and approves the Annual Reports for each of the fees, which are attached to this Resolution, and are also placed on file with the City Clerk. The Council, based upon the information contained in the Annual Reports and the remaining need for the unexpended funds, finds as follows:
a. That each of the Annual Reports describe the types of fees contained in each of the funds, including the amount of the fees, the beginning and ending balance of the funds, as well as the amount of fees collected, and the interest earned thereon.
b. That each of the Annual Reports identifies each public improvement on which the fees were expended, the amount of the expenditures on each improvement, including the total percentage of the cost of the public improvement that was funded with the fees.
c. That there were no interfund transfers or loans made from the funds, as noted.
d. That sufficient funds have not been collected to complete the financing of any incomplete public improvement, and that there were no refunds or allocations made of the fees.
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City of Watsonville Annual and Five-Year Report
Development Impact Fees Report
For Fiscal Year Ending June 30, 2023

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Table Of Contents
Page
Overview and Legal Requirements……………………….....3
Description of Funds…………………………………………...6
Fee Schedule…………………………………………………...13
Impact Fee Financial Information……………………………18
Interfund Transfers or Loans…………………………………47
Five Year Projections……………………………………….…48

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City of Watsonville
Annual Mitigation Fee Act (AB 1600) Report on Development Impact Fees Five Year Report for Fiscal Years 2018/19 through 2022/23 Introduction

LEGAL REQUIREMENTS FOR DEVELOPMENT IMPACT FEE REPORTING California Government Code Section 66006 (b)
California Government Code Section 66006 (b) defines the specific reporting requirements for local agencies that impose AB 1600 DIFs on new development. Annually, for each separate fund established for the collection and expenditure of DIFs, the local agency shall, within 180 days of the close of the fiscal year, make available to the public the information shown below for the most recent fiscal year.
a) A brief description of the type of fee in the account or fund. b) The amount of the fee.
c) The beginning and ending balance of the account or fund. d) The amount of the fees collected, and interest earned. e) An identification of each public improvement on which fees were expended and the amount of the expenditures on each improvement, including the total percentage of the cost of the public improvement that was funded with fees. f) An identification of an approximate date by which the construction of the public improvement will commence if the local agency determines that sufficient funds have been collected to complete financing on an incomplete public improvement, as identified in paragraph (2) of subdivision (a) of Section 66001, and the public improvement remains incomplete.
g) A description of each interfund transfer or loan made from the account or fund, including the public improvement on which the transferred or loaned fees will be expended, and, in the case of an interfund loan, the date on which the loan will be repaid, and the rate of interest that the account or fund will receive on the loan. h) The amount of refunds made pursuant to subdivision (e) of Section 66001 and any allocations pursuant to subdivision (f) of Section 66001.

California Government Code Section 66001 (d)
For all funds established for the collection and expenditure of DIFs, California Government Code
Section 66001 (d) has additional requirements. For the fifth fiscal year following the first deposit into the fund and every five years thereafter, the local agency shall make all the following

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findings with respect to that portion of the fund remaining unexpended, whether committed or uncommitted:
a) Identify the purpose to which the fee is to be put.
b) Demonstrate a reasonable relationship between the fee and the purpose for which it is charged.
c) Identify all sources and amounts of funding anticipated to complete financing in incomplete improvements identified in paragraph (2) of subdivision (a). d) Designate the approximate dates on which the funding referred to in subparagraph (c) is expected to be deposited into the appropriate account or fund.

California Government Code Section 66002
The State of California Government Code Section 66002 states that:
a) Any local agency, which levies a fee subject to Section 66001, may adopt a capital improvement plan, which shall indicate the approximate location, size, time of availability, and estimates of cost for all facilities or improvements to be financed with the fees.
b) The capital improvement plan shall be adopted by, and shall be annually updated by, a resolution of the governing body of the local agency adopted at a noticed public hearing. Notice of the hearing shall be given pursuant to Section 65090. In addition, mailed notice shall be given to any city or county, which may be significantly affected by the capital improvement plan. This notice shall be given no later than the date the local agency notices the public hearing pursuant to Section 65090. The information in the notice shall be not less than the information contained in the notice of public hearing and shall be given by first-class mail or personal delivery. c) “Facility” or “improvement,” as used in this section, means any of the following:
1) Public buildings
2) Facilities for the storage, treatment, and distribution of nonagricultural water. 3) Facilities for the collection, treatment, reclamation, and disposal of sewage. 4) Facilities for the collection and disposal of storm water and for flood control purposes.
5) Facilities for the generation of electricity and the distribution of gas and electricity.
6) Transportation and transit facilities, including but not limited to streets and supporting improvements, roads, overpasses, bridges, harbors, ports, airports, and related facilities.
7) Parks and recreation facilities.

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8) Any other capital project identified in the capital facilities plan adopted pursuant to California
Funding of Infrastructure
The FY 2022-2023 adopted budget includes funding for those capital improvements identified in the Capital Improvement Program (CIP) for funding projects identified for the current budget year. The City of Watsonville collects Development Impact Fees to offset and address the impacts of new development on facilities and infrastructure. Currently there are 6 Development Impact Fee categories:
• Housing
• Parks and Recreation
• Fire
• Street and Traffic
• Sewer Connection fees
• Water Connection fees

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Description of Impact Fee Programs
221-Affordable Housing Fees
Residential projects with fewer than 7 units and commercial/industrial developments exceeding 1,000 square feet of gross floor area are subject to an in-lieu fee. However, the developer of a residential project may elect to provide an affordable unit rather than paying the in-lieu fee.

The in-lieu fees collected pursuant to the Affordable Housing Ordinance are used to fund activities designed to support affordable housing. The amount of funds deposited into the Affordable Housing Fund is heavily dependent on a strong economy and local development activity. These funds can be used to help a wider range of income groups than federal and state programs generally finance. According to the City’s Affordable Housing Ordinance, moderate and above moderate-income households can receive program benefits. These funds can be used to increase the supply of affordable housing, improve the housing supply, and reduce the cost of housing.

There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on affordable housing measured by the number of units or square footage depending on the type of development. 281-Park Development
Local governments in California provide a critical role in the effort to set aside parkland and open space for recreational purposes. Cities and counties have been authorized since the passage of the 1975 Quimby Act to pass ordinances requiring that developers set aside land, donate conservation easements, or pay fees for park improvements.

Revenues generated through the Quimby Act cannot be used for the operation and maintenance of park facilities. The goal of the Quimby Act is to require developers to help mitigate the impacts of residential property improvements. The Act gives authority for passage of land dedication ordinances only to cities and counties. The fees must be paid and land conveyed directly to the local public agencies that provide park and recreation services communitywide. The fee is based on the cost of land in the community and a standard number of park acres per thousand residents. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on parklands measured by the square footage of the development.
276-Park Land Impact Fee
Since some residential development may not involve a subdivision of land, and the Quimby Act applies only to subdivisions (including parcel maps), it is useful to establish a park land impact fee that applies to residential development projects not involving a subdivision. Local governments in California provide a critical role in the effort to set aside parkland and open space for recreational purposes. Cities and counties are authorized to require developers to set aside land, donate conservation easements, or pay fees for park improvements. The fees must be paid or land conveyed directly to the local public agencies that provide park and recreation services communitywide. The fee is based on the cost of land in the community and a standard number of park acres per thousand residents. There is a reasonable relationship between the fee and the purpose because

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the fee is calculated in proportion to the development’s impact on parklands measured by the square footage of the development.
277-Park Improvement Impact Fee
Because the park land in-lieu and impact fees cover only the cost of acquiring parkland, a park improvement impact fee is proposed to cover the cost of park improvements.

There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on parkland improvements measured by the square footage of the development.
278-Community Center and Recreation Facilities Impact Fee These impact fees are imposed to ensure that community centers and recreation facilities are able to serve future development in the City. The increase of development within the City leads to an increase in the use of community centers and recreation facilities. The purpose of the fee is to develop community and recreation infrastructure and programs to accommodate the increased use. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on community and recreational infrastructure and programs measured by the square footage of the development.
311- Carbon Impact Fee
The carbon impact fee is assessed on all applicable building projects to fund greenhouse gas-reducing projects outlined in the Climate Action Plan. The carbon fund can only be used for projects that reduce greenhouse gas emissions, and the use of funds requires City Council approval. This is a voluntary fee that is only charged to those additions and new construction that do not install carbon-reducing technology such as solar panels to offset the energy use created by the addition and/or new development. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on carbon emissions measured by the total building permit fees of the development.
348-Fire Impact Fee
The Fire Impact fee is a one-time charge established in February 2007 to be paid to the City by developers and builders applied to offset the additional public service costs of new development. Fee is for the cost of constructing, acquiring, purchasing, and providing capital fire facilities and equipment, and for no other purpose. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on fire service and infrastructure measured by the number of units or square footage depending on the type of development. 338- Green Valley Road/Freedom Boulevard Traffic Impact Fee.

One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Area affected is the Airport Industrial Park and Freedom Industrial Park.

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339- Industrial Park Traffic Impact Fee.

One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Area affected is the Airport Industrial Park and Freedom Industrial Park. Improvements include traffic lights at (1) Airport Blvd, (2) Nielson Street, (3) Hangar Way or widening of Airport Boulevard and Larkin Valley Road. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on Airport industrial Park and Freedom Industrial Park traffic, measured by the lineal footage of the development.
340- Citywide Traffic Impact Fee.

One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Improvements to be done citywide. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on the City’s right of ways, measured by the number of trips.
341- Pennsylvania Drive Traffic Impact Fee.

One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Areas affected include Main St, Clifford St and Green Valley Rd. Improvements include Traffic signals at (1) Pennsylvania Drive & Clifford, (2) Pennsylvania & Winding Way, (3) Pennsylvania & Hammer, and street widening of Green Valley and Freedom. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on Pennsylvania Drive traffic, measured by the lineal footage of the development. 342- Crestview Area Traffic Impact Fee.

One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Proposed improvements include traffic signals at the intersection of Freedom Boulevard and Pennsylvania & Clifford, and street widening of Green Valley Road and Freedom Blvd. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on the Crestview area traffic, measured by the lineal footage of the development.
343-Green Valley Corridor Traffic Impact Fee.

One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Improvements include traffic signals at intersections: (1) Green Valley Road and Quiet Medow Drive, (2) Green Valley Road & Main Street, (3) Green Valley Road & Harkins Slough Road, (4) Green Valley Road & Freedom Blvd. There is a reasonable relationship between the fee and the

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purpose because the fee is calculated in proportion to the development’s impact on Green Valley Road traffic, measured by the lineal footage of the development. 344- East Highway 1 Area Traffic Impact Fee.

One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Proposed work includes operational and safety improvements at the Highway 1/ Harkins Slough interchange.

There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on the East Highway 1 Area traffic, measured by the lineal footage of the development.
345-Struve Slough Bridge Area Traffic Impact Fee.

One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Improvements include constructing a bridge at the Harkins Slough Road crossing of Struve Slough. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on Struve Slough Bridge area traffic, measured by the lineal footage of the development.
346- Watsonville Slough Area Traffic Impact Fee.

One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Improvements include constructing a bridge at the Harkins Slough Road crossing of Watsonville Slough. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on Watsonville Slough area traffic, measured by the lineal footage of the development.
347- Errington Clifford Extension Corridor Traffic Impact Fee.

One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Improvements proposed at Main Street & Clifford Drive, West Beach Street & Errington Road, Errington Road and Harkins Slough Road, and Pennsylvania Drive and Clifford Avenue. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on Errington Clifford Extension Corridor traffic, measured by the lineal footage of the development.

Fund 349. Public Facilities (Ordinance No. 859-91 (CM), No. 882-92 (CM)).

Fee assessed at the time of permit issuance on all parcels for residential, commercial and industrial construction. Fees are assessed citywide. Fees shall be used for providing capital public facilities and equipment. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on public facilities, measured by the square footage of the development.

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Fund 350. Storm Drainage Facilities Fee (WMC 3-6.8).

One time charge to construction of residential, commercial or industrial unit or structure.

Fees are assessed citywide and paid at the time of building permit issuance. Fees used to develop storm drainage facilities throughout the city. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on storm drain infrastructure, measured by the acreage of the development.
351- Zone 7 Storm Drain
One time charge to construction of residential, commercial or industrial unit or structure.

Fees are assessed citywide and paid at the time of building permit issuance. Fees used to develop storm drainage facilities within Zone 7. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on storm drain infrastructure within Zone 7, measured by the acreage of the development.
352- Errington Road South Benefit Area Traffic Impact Fee.

One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Improvements include construction of a road and bridge on Errington Road (identified pre- annexation). There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on the Errington Road bridge, measured by the lineal footage of the development.
353- Impervious Area
Fee assessed at the time of permit issuance on improvements that result in a net increase in impervious surface area. Fees are assessed citywide and the fee amount is adjusted annually in accordance with the CPI. Fees shall be used to fund flood protection projects necessitated by increased storm water flows resulting from the creation of additional impervious area within the Pajaro River watershed. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on impervious surface area, measured by the square footage of the development.
355 – Westside Industrial Area
The impact fee will mitigate the impacts of developments within the Westside Industrial Area by installing signals and intersection improvements as recommended in the BartonAschman Traffic Analysis; constructing the Ramps and Bridge as recommended in the Barton-Aschman Traffic Analysis. The commencement of major construction within the Westside Industrial Area requires the imposition of such fees prior to issuance of a building permit or permits to developers in order to establish funding at the earliest possible time and to appraise developers of the fee imposition upon respective properties

11 | P a g e
prior to issuance of building permits. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on traffic and transportation infrastructure, measured by units of the development. 356 - Area Outside Westside Industrial Area.

Section 7-4.04 of the Watsonville Municipal Code requires the installation of street improvements where a project requiring building permits fronts an unimproved street.

Further, Section 7-4.07 provides, in certain circumstances, for the payment of a fee in lieu of actual construction, to be called the "Street Improvement In Lieu Fee." Fees collected shall be utilized solely in the benefit area in which they are located and solely for the design and construction of street improvements. The Area Outside the Westside Industrial Area is hereby designated and defined as those parcels not located within the Westside Industrial Area. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on City right of way paving, measured by the lineal foot of each unimproved street frontage as established by resolution of the City Council or a percentage established by resolution of City Council of the actual cost of on-site project improvements whichever is less. Two rates shall be established; one rate shall be established for industrially zoned parcels and another rate shall be established for all other parcels. That such on-site improvements shall include building and private site improvements such as grading, parking and landscaping. On-site improvements shall not include development related fees including, but not limited to building fees and development impact fees or design related costs for on-site improvements.
357- Underground Utility In-Lieu Fee
Watsonville Municipal Code requires the underground installation of existing overhead utilities whenever there is new construction which requires design review, use permit, minor land division, subdivision, or a building permit. A fee shall be paid in lieu of actual underground installation when an exemption is granted. The fee is a one-time charge that is assessed at the time of permit issuance. The fees can be spent on utility undergrounding projects throughout the City. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on underground installation of existing overhead utilities, measured by the lineal footage of the development.
358- Manabe Ow Traffic Impact Fee
One-time charge to new development to fund planning, design, development, and construction of transportation improvements which are necessary to mitigate the impacts of future development on the City’s circulation network. Improvements include providing the following: West Beach St/Walker St traffic signal; Main St/Riverside Dr improvements; Northbound Highway 1 Ramps/Riverside Dr (State Route 129) Traffic Signal; Southbound Highway 1/Riverside Dr (State Route 129) Traffic Signal; Main St (State Route 152)/Ohlone Pkwy improvements; Green Valley Rd/Main St realignment; Highway 1/Harkins Slough Rd Traffic Signal; Ohlone Pkwy/Lighthouse Dr roundabout; Ohlone Pkwy/Loma Vista Dr roundabout. There is a reasonable relationship between the fee and

12 | P a g e
the purpose because the fee is calculated in proportion to the development’s impact on Manabe Ow area traffic, measured by the lineal footage of the development. 710-Sewer Connection Fee
Fees to obtain permission to connect to the city owned sewer system, to have flow capacity rights, and to use the trunk sewer, sewage treatment facilities and appurtenances, provided that the City's prevailing service charges have been paid. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on sewage infrastructure, measured by the number of units of the development.
720-Water Connection Fees
The fees and charges, if any, which relate to acquiring, constructing, equipping or expanding the capacity of the City water system for the purpose of paying or reimbursing the equitable share of the capital cost relating to such acquisition, construction, expansion or equipping of excess and unused capacity of the City water system or expansion thereof in order to serve new users of the water facilities, to the extent the same are lawfully levied, collected and pledged. There is a reasonable relationship between the fee and the purpose because the fee is calculated in proportion to the development’s impact on water infrastructure, measured by the number of connections required by the development.

13 | P a g e A. CITY-WIDE TRAFFIC IMPACT FEE
Single Family detached 14 trips per unit $219.00 per trip Multi-Family (apartments, townhouses, co-op, condos) 10 trips per unit $219.00 per trip Non-Residential (remodel/addition) trips based on use $112.00 per trip Non-Residential (other) trips based on use $166.00 per trip B. SANITARY SEWER CONNECTION FEE
Residential and all others $2,210.41 per unit
Commercial & Industrial: Sum of following, but not less than $2,210.41 minimum Based on peak month discharge of flow $6.15 per gpd
BOD (Biochemical oxygen demand) $390.87 lb/day BOD
SS (suspended solids) $493.65 lb/day SS
C. WATER SERVICE
Connection Fee (residential) $2,856.37 per connection
D. STORM DRAINAGE FEE
Additions to Existing (per acre of new impermeable area) $14,741.51 per acre New Development Projects:

Low residential (4.5 units/acre) $5,933.87 per acre
Med. Residential (4.5-7.5 units /acre) $7,376.26 per acre High residential (7.5 units/acre) $8,842.53 per acre
Commercial & Industrial $11,797.96 per acre
E. ZONE 7 DRAINAGE FEE
Area "C" (NE of City, S of Corralitos & Salsipuedes Creeks) $30,952.99 per acre F. IMPERVIOUS AREA IMPACT FEE
per square foot of new impervious area $0.50 per sq. ft.

FEE SCHEDULE

14 | P a g e
G. PUBLIC FACILITIES IMPACT FEE
$0.40 per sq. ft.

H. FIRE IMPACT FEE
Residential new construction $1,090.00 per unit
Residential addition $0.45 per sq. ft.

Commercial & Industrial $0.45 per sq. ft.

I. AFFORDABLE HOUSING ORDINANCE - IN LIEU FEES
Residential
Single-Family detached $15,617.00 per unit
Accessory dwelling unit (14-46.050 exceptions) $0.00
Multi-Family (townhouses, co-op, condos all for sale) $7,809.00 per unit Commercial
0-1,000 sq. ft. $0.00 per sq. ft.
1,001 sq. ft. or more $3.90 per sq. ft.

J. STREET IMPROVEMENT IN-LIEU FEES
Industrially Zoned Parcels $123.00 per lineal ft
fee per lineal foot of street frontage or 5% of actual on-site project improvements whichever is less Other Parcels $204.00 per lineal ft
fee per lineal foot of street frontage or 10% of actual on-site project improvements whichever is less K. CARBON FUND IMPACT FEE
Carbon fund fee is based on a percentage of the total building permit fees paid including engineering pan check and review fees. Building permit fees do not include planning permit fees, inspection fees, utility fees or impact fees.

New residential and nonresidential construction 50% of total building permit fee Multi family residential & nonresidential additions and alterations 30% of total building permit fee Single family residential additions of 500 SF or greater 30% of total building permit fee L. UNDERGROUND UTILITY IN-LIEU FEE
$80.00 per lineal ft
fee per lineal foot of frontage or 1.25% of actual project improvement whichever is less New detached
structures or
additions over
1,000 sq. ft.

Calcuated on
total square
footage.

15 | P a g e
M. PARK LAND IMPACT FEE (PER UNIT)
<600 SF $1,117.00
600-900 SF $1,951.00
>900-1200 SF $2,772.00
>1200-2100 SF $3,502.00
>2100 SF $3,876.00
N. PARK IMPROVEMENT IMPACT FEES (PER UNIT)
<600 SF $1,357.00
600-900 SF $2,369.00
>900-1200 SF $3,366.00
>1200-2100 SF $4,253.00
>2100 SF $4,707.00
O. COMMUNITY CENTERS AND RECREATION FACILITIES IMPACT FEES (PER UNIT) <600 SF $187.00
600-900 SF $326.00
>900-1200 SF $463.00
>1200-2100 SF $585.00
>2100 SF $648.00
P. WATSONVILLE PUBLIC ART PROGRAM ALLOCATION FEE
New Residential Development, Comercial, Indurstrial, and Public Development Projects involving 2,000 SF or more of new floor area with a building construction valuation of $500,000 or more shall be subject to pay .75% of building permit valuation and not more than $75,000.

Exterior and interior modifications and additions that include all remodeling of existing buildings of five or more units and all remodeling of existing commercial, industrial and public buildings exceeding $250,000 excluding rehabilitiation required for seismic safety shall be subject to pay .75% of building permit valuation and not more than $75,000.

Buildings designed and dedicated primarily to nonprofit performing arts spaces or museum uses shall not be required to meet the Watsonville Public Art Program Allocation requirement for as long as the performing arts or museum uses are maintained with these buildings.

Multiple building permits issued within a three-year period for a single project shall be considered in the aggregate in dtermining the Watsonville Public Art Program Allocation.

16 | P a g e
Q.

Meter Size Connection Fee
Construction
Charge***
(Outside
City)
Meter Drop-in
3/4" $600.00
1" combo $1,000.00
1" $700.00
1 ½" estimate
2" estimate
3" estimate
4" estimate
6" estimate
8" estimate
10" estimate
Master Meter additional connections to multi residential meters Fire Flow Test per test
***Watsonville no longer constructs water services for builders or developers.

New water service may be constructed under permit by prequalified Contractors Capital project completed with Water Connection fees and Sewer Connection fee:

Arthur Road Water Main Replacement Project
Freedom Blvd from Alta Vista to Green Valley Sewer Replacement Project R. PENNSYLVANIA DRIVE IMPACT FEE
Fee imposed upon parcels of .0493 per square foot of gross land area basis composing such parcel, excluding street area.

S. GREEN VALLEY CORRIDOR
Fees specific to certain assesors parcel number
18-401-16 17,219
18-401-17 21,348
18-421-02 8,392
18-421-03 12,800
18-421-04 28,652
16-251-ALL 126,580
T. CRESTVIEW IMPACT FEE
Fee imposed upon parcels of $0.05 per square foot of land area composing such parcel, excluding street area.
22,855.68
45,711.35
2,856.37

WATER SERVICES
2,856.37
$475.64
$2,003.97
Groundwater
Impact fee $508.31 per bedroom of each new connection
71,046.60
142,848.70
327,321.42
405,640.75
Construction
Charge*** (Inside
City)
7,141.39
14,284.21

17 | P a g e
U. INDUSTRIAL PARK AREA
Fee imposed upon parcels of $0.135 per square foot of land area composing such parcel.

V. Westside Industrial Area Impact Fee
Residential Development
Commercial / Industrial Development
Using the median value of the density range allowed by the zoning of the parcel in question, at the time the building permit is issued, and the total, gross acres of said parcel, then: divide the total area of the parcel by the total average number of dwelling units allowed on said parcel and multiply by the total amount of Traffic lmpact Fees due by said parcel,as established by this ordinance.

Whenever a building permit is issued for a new building on a previously improved parcel, said building being an inhabited, owner occupied, residential unit, the traffic impact fees shall be calculated as follows:

Using the actual area improved, divide by the gross area of said parcel and multiply by the total amount of Traffic lmpact Fees due by said parcel, as established by this ordinance.

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Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
221

AFFORDABLE HOUSING
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 20,950 - 49,520 78,920 -
MISCELLANEOUS REVENU 32,523 171,561 1,500 2,949 1,500
OTHER CHARGES & FEES 28,136 17,856 42,083 22,247 4,650
INTEREST 57,808 35,835 644 1,315 1,499
TOTAL REVENUE 139,417 225,253 93,747 105,431 7,649

EXPENDITURES

CAPITAL IMPROVEMENTS
CONTRACT SERVICES 281,462 119,394 946,792 234,302 22,418 LOANS
MATERIALS & SUPPLIES 4,422 1,705 5,535 2,139 736
OTHER CHARGES (44,044) 28,628 50,221 47,784 64,359

REFUNDS
SALARIES & BENEFITS 174,442 210,047 218,863 187,734 88,710 TRANSFERS IN/ OUT 11,192 18,591 - - -
UTILITIES TRAVEL AN 2,577 2,129 2,203 1,573 845
TOTAL EXPENDITURES 430,053 380,493 1,223,615 473,532 177,069

EXCESS OF REVENUES OVER
EXPENDITURES (290,635) (155,240) (1,129,868) (368,101) (169,420) BEGINNING FUND BALANCE 2,109,925 1,819,290 1,664,049 534,182 166,081 ENDING FUND BALANCE 1,819,290 1,664,049 534,182 166,081 (3,339) (1) Fund Balance for FY 2022/23 is unaudited

19 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
276

PARK LAND IMPACT FEE
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 292,553 8,076

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 10,291
TOTAL REVENUE 0 0 0 292,553 18,367

EXPENDITURES
CAPITAL IMPROVEMENTS 74,143

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 74,143

EXCESS OF REVENUES OVER
EXPENDITURES 292,553 (55,776)
BEGINNING FUND BALANCE 0 292,553
ENDING FUND BALANCE 0 0 0 292,553 236,777
(1) Fund Balance for FY 2022/23 is unaudited

20 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
277

PARK IMPROVEMENT IMPACT FEE
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 355,270 7,048

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 14,784
TOTAL REVENUE 0 0 0 355,270 21,832

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 355,270 21,832
BEGINNING FUND BALANCE 0 355,270
ENDING FUND BALANCE 0 0 0 355,270 377,102
(1) Fund Balance for FY 2022/23 is unaudited

21 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
278

COMM/REC CENTER IMPACT FEE
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 48,893 1,347

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 2,046
TOTAL REVENUE 0 0 0 48,893 3,393

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 48,893 3,393
BEGINNING FUND BALANCE 0 48,893
ENDING FUND BALANCE 0 0 0 48,893 52,286
(1) Fund Balance for FY 2022/23 is unaudited

22 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
281

PARKS DEVELOPMENT
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 27,635 30,689 6,519 68,253 12,465
MISCELLANEOUS REVENU 4,000 52,973

OTHER CHARGES & FEES
INTEREST 37,246 26,351 960 4,994 49,036
TOTAL REVENUE 64,881 61,041 60,451 73,247 61,501

EXPENDITURES
CAPITAL IMPROVEMENTS 81,952 69,620 38,307 1,010,696

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES
OTHER CHARGES (90,675)

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 81,952 (21,055) 38,307 1,010,696

EXCESS OF REVENUES OVER
EXPENDITURES 64,881 (20,911) 81,506 34,940 (949,194)
BEGINNING FUND BALANCE 1,281,968 1,346,849 1,325,937 1,407,443 1,442,383 ENDING FUND BALANCE 1,346,849 1,325,937 1,407,443 1,442,383 493,189 (1) Fund Balance for FY 2022/23 is unaudited

23 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
311

CARBON FUND
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES
CHARGES FOR SERVICES 47,038 69,463 56,144 264,283 45,840

IMPACT FEES
MISCELLANEOUS REVENU 44,000

OTHER CHARGES & FEES
INTEREST 5,561 4,726 218 1,713 26,209
TOTAL REVENUE 52,599 74,189 56,362 265,996 116,049

EXPENDITURES

CAPITAL IMPROVEMENTS
CONTRACT SERVICES 28,233 -
LOANS

MATERIALS & SUPPLIES
OTHER CHARGES 14,722

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 14,722 0 0 28,233 0

EXCESS OF REVENUES OVER
EXPENDITURES 37,877 74,189 56,362 237,764 116,049
BEGINNING FUND BALANCE 175,215 213,092 287,280 343,642 581,406 ENDING FUND BALANCE 213,092 287,280 343,642 581,406 697,455 (1) Fund Balance for FY 2022/23 is unaudited

24 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
338
IMPACT: GREEN VALLEY/FREEDOM
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES

IMPACT FEES

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 2,708 1,872 69 350
TOTAL REVENUE 2,708 1,872 69 350 0

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 2,708 1,872 69 350 0
BEGINNING FUND BALANCE 94,047 96,755 98,627 98,696 99,046 ENDING FUND BALANCE 96,755 98,627 98,696 99,046 99,046
(1) Fund Balance for FY 2022/23 is unaudited

25 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
339
IMPACT: AIRPORT INDUSTRIAL P
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES

IMPACT FEES

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST (5,492)
TOTAL REVENUE (5,492) 0 0 0 0

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES
OTHER CHARGES 1,907 (198,107)

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 1,907 0 (198,107) 0 0

EXCESS OF REVENUES OVER
EXPENDITURES (7,399) 0 198,107 0 0
BEGINNING FUND BALANCE (190,708) (198,107) (198,107) 0 0 ENDING FUND BALANCE (198,107) (198,107) 0 0 0
(1) Fund Balance for FY 2022/23 is unaudited

26 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
340
IMPACT: CITY-WIDE TRAFFIC
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 141,640 182,640 392,078 342,908 17,891
MISCELLANEOUS REVENU 21,267 - -

OTHER CHARGES & FEES
INTEREST 29,152 21,055 913 4,977
TOTAL REVENUE 192,058 203,695 392,992 347,885 17,891

EXPENDITURES
CAPITAL IMPROVEMENTS 1,575 270,065 7,516 17,091

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 1,575 0 270,065 7,516 17,091

EXCESS OF REVENUES OVER
EXPENDITURES 190,483 203,695 122,927 340,369 800
BEGINNING FUND BALANCE 877,257 1,067,740 1,271,435 1,394,361 1,734,730 ENDING FUND BALANCE 1,067,740 1,271,435 1,394,361 1,734,730 1,735,530 (1) Fund Balance for FY 2022/23 is unaudited

27 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
341
IMPACT: PENNSYLVANIA DR. AREA
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES

IMPACT FEES

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 41 28 1 5
TOTAL REVENUE 41 28 1 5 0

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 41 28 1 5 0
BEGINNING FUND BALANCE 1,424 1,465 1,493 1,494 1,500
ENDING FUND BALANCE 1,465 1,493 1,494 1,500 1,500
(1) Fund Balance for FY 2022/23 is unaudited

28 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
342
IMPACT: CRESTVIEW AREA
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES

IMPACT FEES

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST (424)
TOTAL REVENUE (424) 0 0 0 0

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES
OTHER CHARGES (15,154)

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 (15,154) 0 0

EXCESS OF REVENUES OVER
EXPENDITURES (424) 0 15,154 0 0
BEGINNING FUND BALANCE (14,730) (15,154) (15,154) (0) (0) ENDING FUND BALANCE (15,154) (15,154) (0) (0) (0)
(1) Fund Balance for FY 2022/23 is unaudited

29 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
343
IMPACT: GREEN VALLEY CORRIDOR
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES

IMPACT FEES

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 4,362 3,014 111 564
TOTAL REVENUE 4,362 3,014 111 564 0

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 4,362 3,014 111 564 0
BEGINNING FUND BALANCE 151,471 155,833 158,847 158,959 159,522 ENDING FUND BALANCE 155,833 158,847 158,959 159,522 159,522 (1) Fund Balance for FY 2022/23 is unaudited

30 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
344
IMPACT: EAST HIGHWAY 1 AREA
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 76,040 23,399

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 83,720 56,108 2,050 9,842 57,393
TOTAL REVENUE 83,720 56,108 2,050 85,881 80,792

EXPENDITURES
CAPITAL IMPROVEMENTS 116,340 94,167 46,964 1,044,822 1,557,242

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES
OTHER CHARGES (150,982)

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 116,340 94,167 (104,018) 1,044,822 1,557,242

EXCESS OF REVENUES OVER
EXPENDITURES (32,620) (38,059) 106,068 (958,940) (1,476,450) BEGINNING FUND BALANCE 2,950,849 2,918,229 2,880,170 2,986,238 2,027,297 ENDING FUND BALANCE 2,918,229 2,880,170 2,986,238 2,027,297 550,847 (1) Fund Balance for FY 2022/23 is unaudited

31 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
345
IMPACT: STRUVE SLOUGH BRIDGE
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 29,526 19,212

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST (5,424) - -
TOTAL REVENUE (5,424) 0 0 29,526 19,212

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES
OTHER CHARGES (124,029)

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 (124,029) 0 0

EXCESS OF REVENUES OVER
EXPENDITURES (5,424) 0 124,029 29,526 19,212
BEGINNING FUND BALANCE (188,351) (193,775) (193,775) (69,746) (40,220) ENDING FUND BALANCE (193,775) (193,775) (69,746) (40,220) (21,009) (1) Fund Balance for FY 2022/23 is unaudited

32 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
346
IMPACT: WATSONVILLE SLOUGH AR
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 25,731 16,735

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST (51,265) - - - -
TOTAL REVENUE (51,265) 0 0 25,731 16,735

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES
OTHER CHARGES 17,802 (1,308,025)

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 17,802 0 (1,308,025) 0 0

EXCESS OF REVENUES OVER
EXPENDITURES (69,067) 0 1,308,025 25,731 16,735
BEGINNING FUND BALANCE (1,780,209) (1,849,276) (1,849,276) (541,251) (515,520) ENDING FUND BALANCE (1,849,276) (1,849,276) (541,251) (515,520) (498,786) (1) Fund Balance for FY 2022/23 is unaudited

33 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
347
IMPACT: ERRINGTON/CLIFFORD AR
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 2,963 1,872

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 8,332 5,415 136 538 6,410
TOTAL REVENUE 8,332 5,415 136 3,500 8,281

EXPENDITURES
CAPITAL IMPROVEMENTS 15,187 56,282 92,155

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES
OTHER CHARGES (12,002)

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 15,187 56,282 80,153 0 0

EXCESS OF REVENUES OVER
EXPENDITURES (6,856) (50,867) (80,017) 3,500 8,281
BEGINNING FUND BALANCE 289,329 282,474 231,607 151,590 155,090 ENDING FUND BALANCE 282,474 231,607 151,590 155,090 163,372 (1) Fund Balance for FY 2022/23 is unaudited

34 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
348
IMPACT: FIRE CAPITAL IMPROVEM
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 58,494 11,092 9,884 91,265 4,824

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST (2,188) 1,698
TOTAL REVENUE 56,306 11,092 9,884 91,265 6,523

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES
OTHER CHARGES 760

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 760 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 55,546 11,092 9,884 91,265 6,523
BEGINNING FUND BALANCE (129,327) (73,781) (62,689) (52,805) 38,460 ENDING FUND BALANCE (73,781) (62,689) (52,805) 38,460 44,983 (1) Fund Balance for FY 2022/23 is unaudited

35 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
349
IMPACT: PUBLIC FACILITIES
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 20,120 1,936 6,378 80,787 1,196

MISCELLANEOUS REVENU - -

OTHER CHARGES & FEES
INTEREST 5,823 3,195 59 280 6,383
TOTAL REVENUE 25,943 5,131 6,437 81,068 7,579

EXPENDITURES
CAPITAL IMPROVEMENTS 69,850 114,795 715 10,904 -

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 69,850 114,795 715 10,904 0

EXCESS OF REVENUES OVER
EXPENDITURES (43,907) (109,664) 5,723 70,164 7,579
BEGINNING FUND BALANCE 231,476 187,569 77,906 83,628 153,792 ENDING FUND BALANCE 187,569 77,906 83,628 153,792 161,371 (1) Fund Balance for FY 2022/23 is unaudited

36 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
350
IMPACT: STORM DRAIN IMPROVEME
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 4,925 14,445 26,163 41,489 2,038

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 39,189 27,237 1,021 5,217 62,725
TOTAL REVENUE 44,115 41,682 27,184 46,706 64,763

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 44,115 41,682 27,184 46,706 64,763
BEGINNING FUND BALANCE 1,356,851 1,400,966 1,442,648 1,469,831 1,516,538 ENDING FUND BALANCE 1,400,966 1,442,648 1,469,831 1,516,538 1,581,301 (1) Fund Balance for FY 2022/23 is unaudited

37 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
351
IMPACT: ZONE 7 - STORM DRAINS
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES

IMPACT FEES

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 973 672 25 126 1,471
TOTAL REVENUE 973 672 25 126 1,471

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 973 672 25 126 1,471
BEGINNING FUND BALANCE 33,788 34,761 35,433 35,458 35,584 ENDING FUND BALANCE 34,761 35,433 35,458 35,584 37,055
(1) Fund Balance for FY 2022/23 is unaudited

38 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
352
IMPACT: ERRINGTON SOUTH BENEFIT AREA
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 13,316 15,538

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST (8,985)
TOTAL REVENUE (8,985) 0 0 13,316 15,538

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES
OTHER CHARGES 3,120 - (110,370)

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 3,120 0 (110,370) 0 0

EXCESS OF REVENUES OVER
EXPENDITURES (12,105) 0 110,370 13,316 15,538
BEGINNING FUND BALANCE (312,018) (324,123) (324,123) (213,753) (200,437) ENDING FUND BALANCE (324,123) (324,123) (213,753) (200,437) (184,899) (1) Fund Balance for FY 2022/23 is unaudited

39 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
353
IMPACT: IMPERVIOUS AREA
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 7,355 10,750 2,083 98,832 3,340

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 38,221 26,527 986 5,001 62,536
TOTAL REVENUE 45,576 37,277 3,068 103,833 65,875

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 45,576 37,277 3,068 103,833 65,875
BEGINNING FUND BALANCE 1,321,440 1,367,016 1,404,293 1,407,361 1,511,193 ENDING FUND BALANCE 1,367,016 1,404,293 1,407,361 1,511,193 1,577,069 (1) Fund Balance for FY 2022/23 is unaudited

40 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
355

WESTSIDE INDUSTRIAL AREA
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES

IMPACT FEES

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 2,542 1,757 65 328 3,842
TOTAL REVENUE 2,542 1,757 65 328 3,842

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 2,542 1,757 65 328 3,842
BEGINNING FUND BALANCE 88,268 90,810 92,566 92,631 92,960 ENDING FUND BALANCE 90,810 92,566 92,631 92,960 96,802
(1) Fund Balance for FY 2022/23 is unaudited

41 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
356

AREA OUTSIDE WESTSIDE INDUSTRI
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES

IMPACT FEES

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 3,485 2,408 89 450 5,268
TOTAL REVENUE 3,485 2,408 89 450 5,268

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 3,485 2,408 89 450 5,268
BEGINNING FUND BALANCE 121,025 124,510 126,919 127,008 127,458 ENDING FUND BALANCE 124,510 126,919 127,008 127,458 132,726 (1) Fund Balance for FY 2022/23 is unaudited

42 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
357

UNDERGROUND UTILITY
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES
CHARGES FOR SERVICES 14,167 3,331 20,890 65,070 1,154

IMPACT FEES

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 12,768 9,053 340 1,764 23,187
TOTAL REVENUE 26,935 12,384 21,230 66,834 24,341

EXPENDITURES
CAPITAL IMPROVEMENTS 4,105 3,108

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 4,105 3,108 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 26,935 8,279 18,122 66,834 24,341
BEGINNING FUND BALANCE 439,805 466,740 475,019 493,141 559,974 ENDING FUND BALANCE 466,740 475,019 493,141 559,974 584,315 (1) Fund Balance for FY 2022/23 is unaudited

43 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
358

MANABE OW IMPACT FEE FUND
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 2,262 8,100 61,867

MISCELLANEOUS REVENU

OTHER CHARGES & FEES
INTEREST 4,454 - 132 817 9,558
TOTAL REVENUE 6,716 8,100 61,999 817 9,558

EXPENDITURES

CAPITAL IMPROVEMENTS

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 0 0 0 0 0

EXCESS OF REVENUES OVER
EXPENDITURES 6,716 8,100 61,999 817 9,558
BEGINNING FUND BALANCE 153,643 160,359 168,459 230,458 231,275 ENDING FUND BALANCE 160,359 168,459 230,458 231,275 240,833 (1) Fund Balance for FY 2022/23 is unaudited

44 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
0710

SEWER CONNECTION FEES
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 69,772 108,538 80,575 399,911 43,147

MISCELLANEOUS REVENU

OTHER CHARGES & FEES

INTEREST
TOTAL REVENUE 69,772 108,538 80,575 399,911 43,147

EXPENDITURES
CAPITAL IMPROVEMENTS 69,772 108,538 80,575 399,911

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 69,772 108,538 80,575 399,911 0

EXCESS OF REVENUES OVER
EXPENDITURES 0 0 0 0 43,147
BEGINNING FUND BALANCE 0 0 0 0 0
ENDING FUND BALANCE 0 0 0 0 43,147
(1) Fund Balance for FY 2022/23 is unaudited

45 | P a g e
Statement of Revenue, Expenditures , and Changes in Fund Balance Five Years, Ending June 30, 2023
0720

WATER CONNECTION FEES
FY 2018/19 FY 2019/20 FY 2020/21 FY 2021/22 FY 2022/23

REVENUES

CHARGES FOR SERVICES
IMPACT FEES 55,152 316,364 91,022 685,299 90,701

MISCELLANEOUS REVENU

OTHER CHARGES & FEES

INTEREST
TOTAL REVENUE 55,152 316,364 91,022 685,299 90,701

EXPENDITURES
CAPITAL IMPROVEMENTS 55,152 316,364 91,022 685,299

CONTRACT SERVICES
LOANS

MATERIALS & SUPPLIES

OTHER CHARGES

REFUNDS

SALARIES & BENEFITS

TRANSFERS IN/ OUT

UTILITIES TRAVEL AN
TOTAL EXPENDITURES 55,152 316,364 91,022 685,299 0

EXCESS OF REVENUES OVER
EXPENDITURES 0 0 0 0 90,701
BEGINNING FUND BALANCE 0 0 0 0 0
ENDING FUND BALANCE 0 0 0 0 90,701
(1) Fund Balance for FY 2022/23 is unaudited

46 | P a g e

IMPACT FEE IMPROVEMENT NAME

COMMENCE
DATE FY 2022/23

TOTAL PROJECT
COST
2022/23 IMPACT FEE
EXPENDITURES AS OF %

OF TOTAL PROJECT COST
221- AFFORTABLE HOUSING JURISDICTIONAL CONTRIBUTION TO CoC (CONTINUUM

OF CARE) FOR THE HOMELESS SERVICES
FY 18/19 160,069 248,000 65%
LANDLORD INCENTIVE PROGRAM FY 18/19 17,000 25,000 68%
177,069
276-PARK LAND IMPACT FEE PARRK ASSESSMENT PROJECTS @ VARIOUS LOCATIONS FY 21/22 74,143 400,000 19% 281-PARKS DEVELOPMENT RAMSAY PARK RENOVATIONS ONGOING 1,010,696 2,451,343 41% 340-IMPACT: CITY-WIDE TRAFFIC MAIN STREET AT RIVERSIDE DR OPER ONGOING 17,091 100,000 17% 344-IMPACT: EAST HIGHWAY 1 AREA HWY1/HARKINS SLOUGH RD PEDESTRIAN B - 14859 ONGOING 1,557,242 3,403,498 46%

ALL FUNDS

EXPENDITURES ENDING
FISCAL YEAR ENDING JUNE 30, 2023

47 | P a g e
Interfund Transfers or Loans
66006(b)(1)(G) and 66013(d)(5)
Section 66006(b)(1)(G) of the Mitigation Fee Act requires a description of each interfund transfer or loan made from the account or fund, including the public improvement on which the transferred or loaned fees will be expended; and, in the case of an interfund loan, the terms of the loan, including the repayment schedule for the loan, and the rate of interest that the account or fund will receive on the loan.

In the fiscal year ending June 30, 2023, there were no interfund transfers or loans made from any of the impact fees.

Summary of Refunds
66006(b)(1)(H)
Section 66006(b)(1)(H) of the Mitigation Fee Act requires a summary of any refunds made, and their respective amount, due to sufficient funds being collected to complete financing of schedule public improvements and the amount of reallocation of funds made due to administrative costs of refunding unexpended revenues exceeding the amount to be refunded.

As of June 30, 2023 all fees collected have been earmarked for current or future capital projects necessary to maintain the current levels of service to serve new development.

48 | P a g e

FIVE-YEAR REPORT AND FINDINGS
California Government Code Section 66001(d)(1) requires the City to make findings every fifth year with respect to that portion of each impact fee account that remains unexpended, whether encumbered to a specific project or remaining unencumbered in an impact fee fund. As of June 30, 2020, the five-year revenue tests (included as part of Table 9, Table 11, Table 13, Table 15, and Table 17) indicate that each of the City’s development impact fee funds has unexpended funds that have been held past the fifth year of first deposit. Therefore, the City is reporting the following findings relating to each of the fee programs. • 66001(d)(1)(A): Identify the purpose to which the fee is to be put. • 66001(d)(1)(B): Demonstrate a reasonable relationship between the fee and purpose for which it is charged.
• 66001(d)(1)(C): Identify all sources and amounts of funding anticipated to complete financing in incomplete improvements.
• 66001(d)(1)(D): Designate the approximate dates on which the funding is expected to be deposited into the appropriate account or fund.

49 | P a g e
PROJECT # PROJECT DESCRIPTION FUNDING SOURCE DESCRIPTION

TOTAL FUNDS

REQUIRED

ESTIMATED DATE

OF FUNDS

DEPOSIT

ESTIMATE DATE OF

PROJECT

COMMENCEMENT
14106 RAMSAY PARK RENOVATIONS 276-PARK LAND IMPACT FEE $ 5,857 FY 22/23 FY 22/23 901 - CIP $ 1,140,000
905 - Grant $ 1,221,526
$ 2,367,383
PARK ASSESSMENT PROJECT AT VARIOUS LOCATIONS 276-PARK LAND IMPACT FEE $ 350,000 FY 24/25 FY 24/25 PARK ASSESSMENT PROJECT AT VARIOUS LOCATIONS 277- PARK IMPROVEMENT IMPACT FEE $ 400,000 FY 24/25 FY 24/25 RECREATUIN CENTER BUILDING ASSESSMENT IMPROVEMENT AT VARIOUS LOCATIONS 278 - COMM/ REC CENTER IMPACT FEE $ 60,000 FY 22/23 FY 24/25 14106 RAMSAY PARK RENOVATIONS 281-PARKS DEVELOPMENT $ 330,304 FY 18/19 FY 22/23 901 - CIP $ 1,140,000
905 - Grant $ 1,221,526
$ 2,691,830
14107 RAMSAY PARK RELOCATION 281-PARKS DEVELOPMENT $ 81,952 FY 18/19 FY 15/16 205 - CDBG $ 225,000
$ 306,952
14610 CITY PLAZA RESTROOM FACILITY IMP 281-PARKS DEVELOPMENT $ 45,938 FY 18/19 FY 21/22 205-386- CDBG $ 245,270
14501 - CDBG $ 164,556
$ 455,764
14770 RAMSAY PARK MASTER PLAN BMX PUMP TR 281-PARKS DEVELOPMENT $ 34,995 FY 18/19 FY 20/21 IMPEMTATION OF BIKE SHARE PROGRAM 0311-CARBON FUND $ 50,000 FY 22/23 FY 24/25 PEDESTRIAN IMPROVEMENT DOWN TOWN 0311-CARBON FUND $ 100,000 FY 22/23 FY 25/26 ROAD RECONSTRUCTION 0338-IMPACT: GREEN VALLEY/FREEDOM $ 99,046 FY 23/24 FY 24/25 ROAD RECONSTRUCTION 340-IMPACT: CITY-WIDE TRAFFIC $ 1,735,530 FY 18/19 FY 24/25 14323 MAIN STREET AT RIVERSIDE DR OPER 340-IMPACT: CITY-WIDE TRAFFIC $ 79,517 FY 18/19 FY 17/18 ROAD RECONSTRUCTION 0341-IMPACT: PENNSYLVANIA DR. AREA $ 1,500 FY 23/24 FY 24/25 ROAD RECONSTRUCTION 0343 - IMPACT: GREEN VALLEY CORRIDOR $ 159,522 FY 18/19 FY 24/25 14119&14859 HWY 1/HARKINS SLOUGH RD/PEDESTRIAN 344-IMPACT: EAST HIGHWAY 1 AREA $ 550,847 FY 18/19 FY 21/22 GENERAL UNDERGROUND UTLITIES WORK 0347- IMPACT: ERRINGTON/CLIFFORD AR $ 163,372 FY 18/19 ONGOING KME/ TDA 100' TILLER AERIAL QUINT 348- IMPACT: FIRE CAPITAL IMPROVEM $ 2,450,000 FY 22/23 FY 25/26 PLACER INTERNATIONAL TYPE 3 ENGINE 348- IMPACT: FIRE CAPITAL IMPROVEM $ 500,000 FY 22/23 FY 24/25 VEHICLE 348- IMPACT: FIRE CAPITAL IMPROVEM $ 80,000 FY 22/23 FY 24/25 14142 SENIOR CENTER REPAIRS 0349-IMPACT: PUBLIC FACILITIES $ 11,603 FY 15/16 FY 15/16 GENERAL FACILITIES REPAIRS 0349-IMPACT: PUBLIC FACILITIES $ 149,768 FY 22/23 ONGOING STORM DRAIN REPLACEMENT & INFRASTRUCTURE IMPROVEMENT 350 - IMPACT: STORM DRAIN IMPROVEME $ 1,581,302 FY 22/23 ONGOING STORM DRAIN REPLACEMENT & INFRASTRUCTURE IMPROVEMENT 351-IMPACT: ZONE 7 - STORM DRAINS $ 37,055 FY 22/23 ONGOING STORM DRAIN REPLACEMENT & INFRASTRUCTURE IMPROVEMENT 353- IMPACT: IMPERVIOUS AREA $ 1,577,069 FY 22/23 ONGOING ROAD RECONSTRUCTION 0355 - WESTSIDE INDUSTRIAL AREA $ 96,802 FY 23/24 FY 24/25 ROAD RECONSTRUCTION 0356 - AREA OUTSIDE WESTSIDE INDUSTRI $ 132,726 FY 23/24 FY 24/25 14731 UNDERGROUND UTILITIES LAKE AVENUE 0357- UNDERGROUND UTILITY $ 48,945 FY 21/22 FY 19/20 GENERAL UNDERGROUND UTLITIES WORK 0357- UNDERGROUND UTILITY $ 535,370 FY 21/22 FY 24/25 ROAD AND TRAFFIC UPGRADES 0358 - MANABE OW IMPACT FEE FUND $ 240,833 FY 22/23 FY 24/25 VARIOUS CAPITAL IMPROVEMENTS 710-SEWER CONNECTION FEES $ 100,000 FY 22/23 ONGOING VARIOUS CAPITAL IMPROVEMENTS 720-WATER CONNECTION FEES $ 100,000 FY 22/23 ONGOING

ESTIMATE FUTURE PROJECTS
TABLE

1 Reso No. (CM)
Meeting Date: 011624
RESOLUTION NO.__________ (CM)

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WATSONVILLE

APPOINTING MEMBERS TO COMMITTEES FOR THE CALENDAR YEAR
2024

BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATSONVILLE, CALIFORNIA, AS FOLLOWS:

That members of the City Council of the City of Watsonville are hereby appointed to the following committees for the calendar year 2024:

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATSONVILLE, CALIFORNIA, AS FOLLOWS:

COMMITTEE MEMBER ALTERNATE
Area Agency on Aging of Santa
Cruz and San Benito Counties
Advisory Council
Casey Clark
Association of Monterey
Bay Area Governments
Vanessa Quiroz-Carter Eduardo Montesino
Central Coast Community
Energy (3CE) Joint Powers
Authority Policy Board of
Directors
Jimmy Dutra Eduardo Montesino
Criminal Justice Council of Santa
Cruz County Joint Powers
Authority Board of Directors
Kristal Salcido Eduardo Montesino
Henry J. Mello Performing Arts
Center Board of Directors Joint
Powers Authority
Casey Clark
Ari Parker
Kristal Salcido

2 Reso No. (CM)
Meeting Date: 011624

COMMITTEE MEMBER ALTERNATE
Integrated Waste Management
Local Task Force
Eduardo Montesino Will Smith
Tami Stolzenthaler
Danielle Green
Santa Cruz County Regional
Transportation Commission
Eduardo Montesino Casey Clark
Santa Cruz Libraries Facilities
Financing Authority
Ari Parker Kristal Salcido
Transportation Agency of
Monterey County (TAMC)
Eduardo Montesino
(exofficio member)
Zone 7 Board of Directors
County of Santa Cruz Flood
Control and Water Conservation
District
Vanessa Quiroz-Carter
********************************

1 Reso No. ______ (CM)
Meeting Date: 011624 SWZ ______ RM ______
RESOLUTION NO.__________ (CM)

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WATSONVILLE

APPOINTING COUNCIL MEMBER PARKER AND MAYOR VANESSA
QUIROZ-CARTER AS ALTERNATE TO THE PÁJARO REGIONAL FLOOD

MANAGEMENT AGENCY JOINT EXERCISE OF POWERS BOARD OF

DIRECTORS
WHEREAS, on or about January 19, 2021, the Council adopted Resolution No. 39-21 (CM) approving the Joint Exercise of Powers Agreement establishing the Pájaro Regional Flood Management Agency between the City of Watsonville, the County of Santa Cruz, the County of Monterey, Santa Cruz County Flood Control and Water Conservation District, and Monterey County Water Resources Agency; and WHEREAS, Section 4.01 (Governing Body of the Agency) of Article IV (Organization and Governance) of the Pájaro Regional Flood Management Agency Joint Exercise of Powers Agreement requires the City Council to appoint a Member to the Board of Directors and appoint an alternate from among the appointing authority’s members to serve in their absence; and
WHEREAS, the appointed Board Member shall hold office for one (1) year commencing with the first Board meeting of each calendar year provided, however, that the first Chairperson, Vice Chairperson, and Secretary appointed shall hold office from the date of their appointment to the second January 1st thereafter to avoid initial terms of less than a year, pursuant to Section 4.08 (Officers) of Article IV (Organization and Governance) of the Pájaro Regional Flood Management Agency Joint Exercise of Powers Agreement.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATSONVILLE, CALIFORNIA, AS FOLLOWS:

2 Reso No. (CM)
Meeting Date: 011624

1. Adopting a Resolution appointing members to the Pájaro Regional Flood Management Agency does not meet CEQA's definition of a “project,” because the action does not have the potential for resulting in either a direct physical change in the environment or a reasonably foreseeable indirect physical change in the environment.

2. That Council Member Parker is hereby appointed to the Pájaro Regional Flood Management Agency Joint Exercise of Powers Board of Directors and shall serve at the pleasure of the City Council.

3. That Mayor Quiroz-Carter is hereby appointed alternate to the Pájaro Regional Flood Management Agency Joint Exercise of Powers Board of Directors and shall serve at the pleasure of the City Council.

4. That the City Clerk is hereby directed to transmit a copy of this resolution to the Pájaro Regional Flood Management Agency Joint Exercise of Powers Board of Directors.
********************************

1 Reso No. ______ (CM)
Meeting Date: 011624 SWZ ______ RM ______
RESOLUTION NO.__________ (CM)

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF WATSONVILLE

APPOINTING SUZI MERRIAM, COMMUNITY DEVELOPMENT DIRECTOR,

AND RENE MENDEZ, CITY MANAGER, TO THE SANTA CRUZ COUNTY

HOUSING FOR HEALTH PARTNERSHIP POLICY BOARD
WHEREAS, the U.S. Department of Housing and Urban Development (HUD) initiated Continuums of Care (CoCs) which span all 50 states and 6 United States territories. California is divided into 44 CoCs; and
WHEREAS, CoCs are charged with promoting and implementing evidence-based, best, promising, and emerging practices for preventing and ending homelessness; and WHEREAS, previously, Santa Cruz County CoC was known as the Homeless Action Partnership (HAP); and
WHEREAS, on June 18, 2021, the HAP Board adopted a new governance charter that outlined a process for establishing a new CoC entity in 2022; and WHEREAS, the new CoC entity will be known as Santa Cruz County Housing for Health Partnerships; and
WHEREAS, the City of Watsonville has two appointments for a term of two years; and
WHEREAS, the appointees shall serve at the pleasure of the City Council.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATSONVILLE, CALIFORNIA, AS FOLLOWS:

1. Adopting a Resolution appointing members to the Santa Cruz County Housing for Health Partnership Policy Board does not meet CEQA's definition of a “project,” because the action does not have the potential for resulting in either a direct

2 Reso No. (CM)
Meeting Date: 011624
physical change in the environment or a reasonably foreseeable indirect physical change in the environment.

2. That Suzi Merriam, Community Development Director, is hereby appointed to the Santa Cruz County Housing for Health Partnership Policy Board for a term of two years and shall serve at the pleasure of the City Council.

3. That Rene Mendez, City Manager, is hereby appointed to the Santa Cruz County Housing for Health Partnership Policy Board for a term of two years and shall serve at the pleasure of the City Council.

4. That the City Clerk is hereby directed to transmit a copy of this resolution to the Santa Cruz County Housing for Health Partnership Policy Board. ********************************

1/10/2024 2:47:46 PM
C:\Program Files\eSCRIBE\TEMP\14473519816\14473519816,,,RESOLUTION APPROVING CITY OF WATSONVILLE REDEVELOPMENT SUCCESSOR AGENCY RECOGNIZED OBLIGATION PAYMENT SCHEDULE (ROPS 24-25).docx Agenda Report
MEETING DATE: Tuesday, January 16, 2024
TO: City Council
FROM: ADMINISTRATIVE SERVICES DIRECTOR DURAN

ASSISTANT FINANCE MANAGER RODRIGUEZ
THROUGH: CITY MANAGER MENDEZ
SUBJECT: RESOLUTION APPROVING CITY OF WATSONVILLE

REDEVELOPMENT SUCCESSOR AGENCY RECOGNIZED
OBLIGATION PAYMENT SCHEDULE (ROPS 24-25)
RECOMMENDED ACTION:

Adopt a resolution approving the City of Watsonville Redevelopment Successor Agency Recognized Obligation Payment Schedule for July 1, 2024, through June 30, 2025 (ROPS 24-25).

BACKGROUND:

Approval of the ROPS 24-25 is necessary to continue to pay the obligations of the City of Watsonville Redevelopment Successor Agency through fiscal year 2024-25.

DISCUSSION:

As of February 1, 2012, all redevelopment agencies throughout the State were required to dissolve as a result of the passage of ABX1-26 and the subsequent ruling in the Matosantos Case by the California Superior Court.

As part of legislation, Recognized Obligation Payment Schedules (ROPS) must be prepared by successor agencies and approved by oversight boards for prospective periods and become the budgetary documents upon which auditor-controllers distribute what was formally called tax increment to successor agencies to allow the successor agencies to pay approved enforceable obligations and administrative costs during the following period. In short, auditor-controller’s deposit what was formally tax increment attributable to redevelopment agencies into a new account, the Redevelopment Property Tax Trust Fund (“RPTTF”). Any RPTTF dollars not required to pay enforceable obligations and approved administrative costs during the period are retained by and distributed by auditor-controllers to the affected taxing entities, such as schools and special districts.

1/10/2024 2:47:46 PM
C:\Program Files\eSCRIBE\TEMP\14473519816\14473519816,,,RESOLUTION APPROVING CITY OF WATSONVILLE REDEVELOPMENT SUCCESSOR AGENCY RECOGNIZED OBLIGATION PAYMENT SCHEDULE (ROPS 24-25).docx AB 1484 adopted in June 2012 as clean-up legislation to ABX1-26, requires that a 12- month prospective ROPS for the period of July 1, 2024, through June 30, 2025, must be adopted by the Oversight Board and transmitted to the State Department of Finance (DOF) prior to February 1, 2024, labeled Exhibit “A” to the resolution. The law provides that DOF will make its determination by April 15, 2024.

STRATEGIC PLAN:
04-Fiscal Health
FINANCIAL IMPACT:

If adopted, ROPS 24-25 will authorize payment from the RPTTF of $1,123,238 for enforceable obligations during this period and $62,492 for the administrative allowance, for the total budgetary authorization requested from RPTTF equaling $1,185,730.

ALTERNATIVE ACTION:

No reasonable alternatives are known at this time.

ATTACHMENTS AND/OR REFERENCES (If any):

None.

Reso No. (SA)
Meeting Date: 011624 SWZ ______ RM ______ Finance ______ 1 RESOLUTION NO.__________ (SA)

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF

WATSONVILLE, ACTING AS THE SUCCESSOR AGENCY TO THE

REDEVELOPMENT AGENCY OF THE CITY OF WATSONVILLE,
PURSUANT TO HEALTH & SAFETY CODE SECTIONS 34171(j) AND
SECTIONS 34173, APPROVING A RECOGNIZED OBLIGATION
PAYMENT SCHEDULE FOR THE PERIOD COMMENCING JULY 1, 2024, THROUGH JUNE 30, 2025, AS REQUIRED BY HEALTH & SAFETY
CODE SECTION 34177(l)(1)
WHEREAS, in accordance with the provisions of the California Community Redevelopment Law (Health & Safety Code Section 33000, et seq. (“CRL”), the City Council of the City of Watsonville previously established the Redevelopment Agency of the City of Watsonville, a public body, corporate and politic (“Agency”) to carry out the purposes of and exercise the powers granted to community redevelopment agencies in accordance with the CRL; and
WHEREAS, on February 1, 2012, the Agency was dissolved in accord with Assembly Bill 1X 26 (Stats. 2011, 1st Ex. Sess., Ch. 5) (“AB 26”), and its rights, powers, duties and obligations were transferred to a “successor agency” (as defined by CRL Section 34171(j) and Section 34173)
WHEREAS, in accord with AB 26, on January 10, 2012, the City Council adopted Resolution No. 4-12 (CM) becoming both the Agency’s successor agency (“Successor Agency”) and its successor for housing functions in accord with CRL Sections 34173 and 34176; and
WHEREAS, pursuant to Section 34177(l)(1) the Successor Agency is required to prepare “Recognized Obligation Payment Schedules” (each such Schedule, a “ROPS”) that must be submitted to the Auditor Controller, and the State Department of Finance; and

Reso No. (SA)
Meeting Date: 011624 2
WHEREAS, each ROPS must identify the funds required by the Successor Agency to satisfy the Agency’s enforceable obligations and to pay administrative expenses; and WHEREAS, on February 26, 2013, the Oversight Board adopted Resolution No. 4- 13 (OB), approving an “Amended and Restated Cooperation Agreement for Administrative Services” (“Cooperation Agreement”), whereby the City agreed to provide administrative services for the Successor Agency for a total amount of $62,492, to be paid pursuant to terms contained in the Cooperation Agreement until such time as the Oversight Board requests a reduction in such amount; and
WHEREAS, City staff has prepared a ROPS for the period commencing July 1, 2024 through June 30, 2025, (“July 2024 – June 2025 ROPS”), a copy of which is attached to this Resolution as Exhibit A; and
WHEREAS the July 2024 – June 2025 ROPS was prepared in accordance with the requirements of CRL Section 34177 and other applicable law.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY

OF WATSONVILLE, ACTING AS THE SUCCESSOR AGENCY TO THE
REDEVELOPMENT AGENCY OF THE CITY OF WATSONVILLE, AS FOLLOWS:

Section 1. The City Council approves the July 2024 – June 30, 2025, ROPS, in the form attached to this Resolution as Exhibit A, including the aggregated payment schedules attached to it.

Section 2. The City Manager is directed to submit the July 2024 – June 2025 ROPS to the County of Santa Cruz Oversight Board (formed in accord with CRL Section 34179) for approval in accord with CRL Section 34177(l)(2)(B).

Section 3. Following the Oversight Board’s approval of the July 2024 – June 30, 2025 ROPS, as provided in Section 2, above, the City Manager is directed to: (1) submit

Reso No. (SA)
Meeting Date: 011624 3
the approved July 2024 – June 30, 2025 ROPS to the Santa Cruz County Auditor/Controller, and the State Department of Finance, and (2) concurrently post the approved July 2024 – June 30, 2025 ROPS on the City’s internet website.

Section 4. The City Council finds and determines that the approval of the July 2024 – June 30, 2025, ROPS is not a “project” requiring environmental review under the California Environmental Quality Act (Public Resources Section 21000 et seq.) because it pertains to governmental fiscal activities which do not involve any commitment to any specific project which may result in a potentially physical impact on the environment. **********************************

Recognized Obligation Payment Schedule (ROPS 24-25) - Summary Filed for the July 1, 2024 through June 30, 2025 Period Successor Agency: Watsonville
County: Santa Cruz
Current Period Requested Funding for Enforceable
Obligations (ROPS Detail)
24-25A Total
(July -
December)
24-25B Total
(January -
June)
ROPS 24-25
Total
A Enforceable Obligations Funded as Follows (B+C+D) $ 53,248 $ - $ 53,248 B Bond Proceeds - - -
C Reserve Balance - - -
D Other Funds 53,248 - 53,248
E Redevelopment Property Tax Trust Fund (RPTTF) (F+G) $ 1,023,636 $ 108,846 $ 1,132,482 F RPTTF 992,390 77,600 1,069,990
G Administrative RPTTF 31,246 31,246 62,492
H Current Period Enforceable Obligations (A+E) $ 1,076,884 $ 108,846 $ 1,185,730 Certification of Oversight Board Chairman:

Name Title
Pursuant to Section 34177 (o) of the Health and Safety
code, I hereby certify that the above is a true and
accurate Recognized Obligation Payment Schedule for
the above named successor agency. /s/
Signature Date
Exhibit "A"

Watsonville
Recognized Obligation Payment Schedule (ROPS 24-25) - ROPS Detail July 1, 2024 through June 30, 2025

A B C D E F G H I J K L M N O P Q R S T U V W
Item
# Project Name Obligation Type
Agreement
Execution
Date
Agreement
Termination
Date
Payee Description Project
Area
Total
Outstanding
Obligation
Retired
ROPS
24-25
Total
ROPS 24-25A (Jul - Dec)
24-25A
Total
ROPS 24-25B (Jan - Jun)
24-25B
Total
Fund Sources Fund Sources
Bond
Proceeds
Reserve
Balance
Other
Funds RPTTF Admin RPTTF
Bond
Proceeds
Reserve
Balance
Other
Funds
RPTTF
Admin
RPTTF
$1,333,498 $1,185,730 $- $- $53,248 $992,390 $31,246 $1,076,884 $- $- $- $77,600 $31,246 $108,846 4 Project
management
projected time
& costs for
Bond
Disclosure
Project
Management
Costs
05/19/
2004
09/01/2033 City of
Watsonville
Bond
covenants -
annual
continuing
disclosures
All 60,000 N $6,000 - - - - - $- - - - 6,000 - $6,000
17 Projected
Manabe-Ow
OPA
Management
costs

OPA/DDA/
Construction
03/03/
2011
03/03/2031 City of
Watsonville
Funding for
project
management
of business
park
All 66,188 N $4,720 - - - 4,720 - $4,720 - - - - - $-
28 City of
Watsonville
Administration
Admin Costs 01/01/
2014
06/30/2014 City of
Watsonville
City of
Watsonville
Administration
All 62,492 N $62,492 - - - - 31,246 $31,246 - - - - 31,246 $31,246 34 Public
Improvement
Financing
Agreement
for the Civic
Center
City/County
Loan (Prior
06/28/11),
Cash
exchange
06/28/
2006
12/30/2025 City of
Watsonville
3rd party loan
from the City
of Watsonville
for
construction
of the Civic
Center
All 14,968 N $14,968 - - - 14,968 - $14,968 - - - - - $- 36 2016 Tax
Allocation
Refunding
Bonds Series

A (P&I)
Refunding
Bonds
Issued After
6/27/12
04/26/
2016
08/01/2033 US Bank Refunding
2004 Tax
Allocation
Bonds Series
A (P&I) and
B1 (P&I)
1,099,200 N $1,093,200 - - 53,248 968,852 - $1,022,100 - - - 71,100 - $71,100 38 U S Bank
trustee fees -
2016
Refunding
Bonds
Fees 04/26/
2016
08/01/2033 US Bank Bond
covenants -
annual
trustee fees
20,800 N $3,550 - - - 3,550 - $3,550 - - - - - $-
39 California
Municipal
Statistics
Fees 04/26/
2016
08/01/2033 California
Municipal
Statistics
Bond
covenants -
annual
continuing
disclosure
8,500 N $500 - - - - - $- - - - 500 - $500
40 Wildan Fees 04/26/
2016
08/01/2033 Wildan Bond
covenants -
annual filing
1,350 N $300 - - - 300 - $300 - - - - - $-
Exhibit "A"

A B C D E F G H I J K L M N O P Q R S T U V W
Item
# Project Name Obligation Type
Agreement
Execution
Date
Agreement
Termination
Date
Payee Description Project
Area
Total
Outstanding
Obligation
Retired
ROPS
24-25
Total
ROPS 24-25A (Jul - Dec)
24-25A
Total
ROPS 24-25B (Jan - Jun)
24-25B
Total
Fund Sources Fund Sources
Bond
Proceeds
Reserve
Balance
Other
Funds RPTTF Admin RPTTF
Bond
Proceeds
Reserve
Balance
Other
Funds
RPTTF
Admin
RPTTF
to bond
holders
Exhibit "A"

Watsonville
Recognized Obligation Payment Schedule (ROPS 24-25) - Report of Cash Balances July 1, 2021 through June 30, 2022
(Report Amounts in Whole Dollars)
Pursuant to Health and Safety Code section 34177 (l), Redevelopment Property Tax Trust Fund (RPTTF) may be listed as a source of payment on the ROPS, but only to the extent no other funding source is available or when payment from property tax revenues is required by an enforceable obligation.

A B C D E F G H
ROPS 21-22 Cash Balances
(07/01/21 - 06/30/22)
Fund Sources
Comments
Bond Proceeds Reserve Balance Other Funds RPTTF
Bonds issued
on or before
12/31/10
Bonds issued
on or after
01/01/11
Prior ROPS
RPTTF and
Reserve
Balances retained
for future
period(s)
Rent, grants,
interest, etc.

Non-Admin
and Admin
1 Beginning Available Cash Balance (Actual 07/01/21)
RPTTF amount should exclude "A" period distribution
amount.
(568,687)
2 Revenue/Income (Actual 06/30/22)
RPTTF amount should tie to the ROPS 21-22 total
distribution from the County Auditor-Controller
53,243 2,012,247
3 Expenditures for ROPS 21-22 Enforceable Obligations
(Actual 06/30/22)
2,095,498
4 Retention of Available Cash Balance (Actual 06/30/22) RPTTF amount retained should only include the amounts
distributed as reserve for future period(s)
5 ROPS 21-22 RPTTF Prior Period Adjustment
RPTTF amount should tie to the Agency's ROPS 21-22 PPA
form submitted to the CAC
No entry required -
6 Ending Actual Available Cash Balance (06/30/22)
C to F = (1 + 2 - 3 - 4), G = (1 + 2 - 3 - 4 - 5)
$- $- $- $53,243 $(651,938)
Exhibit "A"

Watsonville
Recognized Obligation Payment Schedule (ROPS 24-25) - Notes July 1, 2024 through June 30, 2025
Item # Notes/Comments
4 17
28 34
36 38
39 40
Exhibit "A"

1/11/2024 7:45:14 PM
C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx Agenda Report
MEETING DATE: Tuesday, January 16, 2024
TO: City Council
FROM: COMMUNITY DEVELOPMENT DIRECTOR MERRIAM
THROUGH: CITY MANAGER MENDEZ
SUBJECT: AMEND THE GENERAL PLAN LAND USE MAP AND ZONING MAP TO MAKE THE ENTIRE PARCEL LOCATED AT 1926
FREEDOM BOULEVARD (APN: 014-032-17) GENERAL

COMMERCIAL AND THOROUGHFARE COMMERCIAL AND

FINDING THE PROJECT EXEMPT FROM CEQA PURSUANT TO

PUBLIC RESOURCES CODE SECT
RECOMMENDED ACTION:

Staff recommends the City Council:
1) Adopt a Resolution approving a General Plan Map Amendment designating the entire parcel located at 1926 Freedom Boulevard (APN: 014-032-17) General Commercial. 2) Introduce by title only and waive further reading of an Ordinance approving a Zoning Map Amendment designating the entire parcel located at 1926 Freedom Boulevard (APN: 014-032-17) Thoroughfare Commercial (CT).

BACKGROUND:

On July 17, 2006, the Minor Land Division Committee approved a Boundary Line Adjustment (PP2006-276) to modify the boundary line for 1926 Freedom Boulevard to create a 40,757- square-foot parcel at 1926 Freedom Boulevard and a 6,176-square-foot parcel at 21 Quinn Avenue. Previously, the single-family residence at 21 Quinn Avenue was located on the commercial parcel with a mobile home sales business. The staff report noted that 1926 Freedom Boulevard has dual zoning, with the portion fronting Quinn Avenue in the R-1 zoning district and the portion fronting Freedom Boulevard in the CT zoning district (General Plan Land Use Classifications GC and R-LD), and that the zoning would not change as part of the boundary line adjustment.

On January 22, 2007, the Minor Land Division Committee approved a Minor Land Division (PP2006-518) to divide a 41,077-square-foot commercial parcel at 1926 Freedom Boulevard into three separate parcels, including one 27,572-square-foot commercial parcel at 1926

1/11/2024 7:45:14 PM
C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx Freedom Boulevard and two residential parcels of 6,027 square feet (Parcel 1) and 6,005 square feet (Parcel 2) along Quinn Avenue.

On February 23, 2009, the Minor Land Division Committee approved a one-year extension (PP2009-38) and modification to the conditions of approval of Minor Land Division #PP2006- 518 to allow the division of a commercial parcel into three, including two for residential use at 1926 Freedom Boulevard. The approval included modifications to two conditions of approval (Conditions #10 & #11) that would have required the property owner to relocate a PG&E utility pole on the Freedom Boulevard frontage. The extension was valid until December 7, 2009.

On March 8, 2010, the Zoning Administrator approved a one-year extension (PP2010-30) to Minor Land Division #PP2009-38/PP2006-518. The extension was valid until February 26, 2012.

On February 22, 2012, the Zoning Administrator approved a two-year permit extension of Minor Land Division #PP2010-30/PP2009-38/PP2006-518. The extension was valid until February 22, 2014.

On February 22, 2014, Minor Land Division #PP2012-47/PP2010-30/PP2009-38/PP2006-518 expired because no action had been taken on the entitlements.

On October 9, 2018, City Staff provided a Pre-Application Review Letter for Pre-Application #PP2018-185 regarding the proposed construction of an express carwash at 1926 Freedom Boulevard. Key issues identified in the letter included: airport land use compatibility; noise and odor; access and circulation; traffic; lighting; impervious surfaces, drainage, and runoff; and required public improvements.

On April 21, 2023, City Staff provided a Pre-Application Review Letter for Pre-Application #PP2023-5103 regarding the proposed construction of a car and truck rental lot (Enterprise Rent-A-Car) at 1926 Freedom Boulevard. Key issues identified in the letter included: airport land use compatibility, required site improvements (stormwater, utilities, trash enclosure, Freedom Boulevard frontage improvements), required General Plan and Zoning Code amendments, building improvements, lighting, and landscaping.

On August 21, 2023, Ed Rinehart submitted applications for a General Plan Land Use Map Amendment and Zoning Map Amendment to change the Residential Low Density General Plan Land Use Classification and Single Family Residential-Low Density (R-1) Zoning on the rear portion of the parcel fronting Quinn Avenue to General Commercial General Plan Land Use Classification and Thoroughfare Commercial (CT) Zoning to match the land use classification and zoning on the rest of the lot and a Design Review Permit with Environmental Review and Special Use Permit to construct a car and truck rental lot (Enterprise Rent-A-Car) at 1926 Freedom Boulevard.

On April 26, 2023, the applicant presented the project to the Watsonville Airport Advisory Committee (WAAC).

1/11/2024 7:45:14 PM
C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx On December 5, 2023, the Watsonville Planning Commission by a vote of 4-0 (with three commissioners absent) approved a Special Use Permit and Design Review Permit (PP2023- 5966) to allow the construction of a car and truck rental business on a 0.95-acre parcel located at 1926 Freedom Boulevard contingent upon City Council approval of a General Plan Land Use Map Amendment and Zoning Map Amendment to designate the entire parcel General Commercial and Commercial Thoroughfare (CT).

DISCUSSION:

Existing Site
Formerly located in the unincorporated town of Freedom, the site and many of the surrounding properties were annexed in 2000 from the County of Santa Cruz to the City of Watsonville. The site is currently vacant, save for one small structure that is approximately 528 square feet in area. In the past, the site was used as a mobile home and RV sales lot. This former use was discontinued as of December 2006. The site has frontage on, and is accessible from, both Freedom Boulevard and Quinn Avenue. Neither of these streets are fully improved, and the site does not have street improvements, such as curb, gutter, and sidewalk.

The site has two land use designations and is within two zoning districts. Approximately 28,000 square feet of the property, fronting Freedom Boulevard, is designated General Commercial on the General Plan Land Use Map and the remaining 14,000 square feet at the rear portion with access to Quinn Avenue is designated Residential Low Density. These two portions of the site have corresponding zoning designations of CT (Thoroughfare Commercial) and R-1 (Single Family Residential – Low Density).

The site is also within an airport safety zone of the Watsonville Municipal Airport. As the site is approximately 1,700 feet due east of runway 27, it is within the Inner Approach/Departure Zone (Airport Safety Zone 2) of the runway. According to the Caltrans Airport Land Use Planning Handbook (2011), Airport Safety Zone 2 has a “high” risk level and the percentage of nearrunway accidents in this zone is typically between 8% – 22%.

The site is located along the commercial corridor of Freedom Boulevard in between Airport Boulevard and Green Valley Road. Nearby development includes various commercial and residential uses. Along Freedom Boulevard, the site is bordered by Vista Verde Early Education Center to the northwest and Crystal Laundry to the southeast. The interior and rear of the property is surrounded by residential development, including an affordable multifamily apartment complex to the northwest (in the County), a single-family residence located along Quinn Avenue to the northwest, and two detached residential units to the rear of Crystal Laundry.

1/11/2024 7:45:14 PM
C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx FIGURE 1 Aerial view of the project site and surrounding area Source: Santa Cruz County GIS
Project Description
The project would modify the site to accommodate a new car and truck rental business (Enterprise Rent-A-Car) and involves a remodel of the existing 528-square-foot office building, construction of a 213-square-foot trash enclosure and a 578-square-foot carport, and installation of a new parking lot, landscaping, and a stormwater bioretention area. The total floor to area ratio (FAR) for the proposed office building on the site (528 sq. ft.) would be 1.3% or 0.013.

The site, as designed, would be accessed via one driveway on Freedom Boulevard and would contain 19 parking stalls, one of which is an ADA parking stall. An additional 24 parking spaces for rental cars and trucks are provided in the overflow parking area located at the rear of the lot.

General Plan Land Use Map Amendment & Zoning Amendment
The project site, 1926 Freedom Boulevard (APN: APN: 014-032-17), has frontage on both Freedom Boulevard and Quinn Avenue, and has dual land use classifications and zoning that has been in place since the parcel was annexed into the City of Watsonville in the year 2000.

The dual land use classifications and zoning are shown in Figure 2 below. The portion of the parcel fronting Quinn Avenue has a General Plan Land Use Classification of Residential Low Density and is zoned R-1 (Single Family Residential). The portion of the parcel fronting Freedom Boulevard has a General Plan Land Use Classification of General Commercial and is zoned CT (Thoroughfare Commercial).

1/11/2024 7:45:14 PM
C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx Car and truck rental businesses (GLU 631) are not principally or conditionally permitted uses in the R-1 zoning district. Therefore, to use the entire parcel for the car and truck rental business, the proposed project requires a General Plan Land Use Map Amendment and Zoning Map Amendment to change the residential land use classification and zoning on the rear portion of the parcel to General Commercial and Thoroughfare Commercial (CT).

General Plan Land Use Classification & Zoning Analysis
The project site is located in Airport Safety Zone 2, which has a maximum residential density of one unit per 10-20 acres. Therefore, at approximately 0.28 acres, no residential units could be permitted on the rear portion of the property that is zoned residential. For nonresidential uses, Airport Safety Zone 2 has a maximum intensity of 40-60 people per acre, which prevents more intense commercial uses such as restaurants, but can accommodate low-intensity commercial uses such as car and truck rental businesses.

Uses allowed in the General Plan General Commercial Land Use Classification include retail sales; personal, professional, financial, business, and medical offices and services; entertainment; lodging; and restaurants and automobile sales intended to serve the needs of the community and the surrounding region. Intensities in these areas shall not exceed a Floor Area Ratio (FAR) of 0.45, except where building heights are permitted to exceed three stories, i.e. 35 feet. The proposed car and truck rental use is allowed under the General Commercial Land Use Classification and the proposed FAR of 0.013 is well below the maximum FAR of 0.45.

The purpose of the Thoroughfare Commercial (CT) Zoning District is to provide for retail, commercial, service, amusement, and transient-residential uses which are appropriate to thoroughfare location and dependent upon thoroughfare travel; to be located only in the immediate vicinity of major streets and arterials or on the service drives thereof; and to provide convenient vehicular access and parking for the public (WMC §14-16.1200). Car and truck rental businesses (GLU 631) are permitted with the issuance of a Special Use Permit supported by the findings in WMC §14-12.513. The project site is located on Freedom Boulevard, which is a major street within the City of Watsonville and provides convenient vehicular access and parking for the public.

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C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx FIGURE 2 General Plan land use and zoning designations for project site and surrounding area Source: Watsonville GIS View, 2023
The proposed land use and zoning would be compatible with the existing uses in the area. In this stretch of Freedom Boulevard, between Green Valley Road and Compton Terrace, all of the parcels fronting Freedom Boulevard are zoned CT and back up to residential uses in the R-1 or RM-2 zoning districts. The proposed amendments to the General Plan Land Use Diagram and Zoning Map would continue this pattern and utilize a portion of the property that is located within Airport Safety Zone 2 and cannot accommodate residential uses. To ensure compatibility with the existing residential development along Quinn Avenue, the project is conditioned to require installation of a ten-foot landscaping area between the rear fence and Quinn Avenue that will include drought-tolerant plants.

General Plan Consistency
The proposed project requires approval from the City Council, upon recommendation by the Planning Commission, of a General Plan Map Amendment and a Zoning Map Amendment.

Assuming adoption of the General Plan amendment, the project would not cause a significant environmental impact due to conflict with any applicable land use plan adopted for the purpose

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C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx of avoiding or mitigating an environmental effect, including the City’s 2005 General Plan and Zoning Ordinance.

The proposed project is consistent with the following General Plan goals, policies and implementation measures concerning land use compatibility, design, and site improvement, per the staff analysis below.
 Land Use Element Goal 4.7 Land Use Suitability – Ensure that the orderly development of land for the needs of the existing and projected population within in the City limit and Sphere of Influence is based on the land’s overall suitability, including: the accessibility of existing and proposed public facilities, services, and utilities, physical and financial constraints; and/or growth inducing impacts.

Staff Analysis: The majority of the parcel at 1926 Freedom Boulevard is in the General Commercial Land Use Classification and the Thoroughfare Commercial (CT) Zoning District. The proposed project, a car and truck rental business, is an allowed use in the General Commercial land use classification and is permitted with issuance of a Special Use Permit in the CT zoning district. With a General Plan Land Use Map Amendment and a Zoning Map Amendment to change the rear of the parcel to General Commercial and CT and the approval of a Special Use Permit with supporting findings, the site is suitable for the proposed development. The proposed project will also provide a service that is not readily available within city boundaries, because there are currently only two small car rental businesses in Watsonville (Hertz Car Rental at 50 Aviation Way and Enterprise Rent-A-Car at 1150 Main Street), and neither of those offer box truck rentals.  Land Use Element Policy 4.G Land Use Suitability – The City shall encourage the development of urban uses on those lands best suited for urban uses and discourage it on lands unsuited for urban uses.

Staff Analysis: The proposed project, a car and truck rental business, is an allowed use in the General Commercial land use classification and is permitted with issuance of a Special Use Permit in the CT zoning district. With a General Plan Land Use Map Amendment and a Zoning Map Amendment to change the rear of the parcel to General Commercial and CT and the approval of a Special Use Permit with supporting findings, the site is suitable for the proposed development.
 Land Use Element Goal 4.2: Neighborhoods – Conserve and improve the living environment of existing Watsonville neighborhoods.

Staff Analysis: The proposed project would improve the current conditions of the parcel and thereby improve the living environment of the existing neighborhood as the proposed project would include a ten-foot-wide landscaping strip between the new six-foot-tall wood fence at the rear of the car and truck rental lot and Quinn Avenue that will provide stormwater retention and include drought-tolerant shrubs such as ceanothus. The landscaping will protect the existing neighborhood from the new commercial use on the

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C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx property and improve the aesthetics along Quinn Avenue. The proposed project would also include sidewalk, curb, and gutter improvements.
 Urban Design Element Goal 5.1 Visual Resources – Preserve and enhance the built and natural visual resources within Watsonville.

Staff Analysis: The proposed development includes a significant amount of new landscaping, including 24 new trees, three of which will be located in the landscape strip along the Freedom Boulevard frontage. The redevelopment of the site to accommodate the new car and truck rental business will enhance the visual resources on a commercial lot that has been vacant since 2006.
 Urban Design Element Goal 5.2 Community Appearance – Blend new development and recognized values of community appearance and scenic qualities, and ensure that new development enhances, rather than detracts from its surroundings.

Staff Analysis: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy.

The project also includes a significant amount of new landscaping, including 24 new trees, three of which will be located in the landscape strip along the Freedom Boulevard frontage. The redevelopment of the site to accommodate the new car and truck rental business will enhance the visual resources on a vacant commercial lot that has been vacant for many years due to airport land use restrictions.  Urban Design Element Goal 5.6 Urban Design – Achieve high standards of street, site and building design that are both efficient, and aesthetically pleasing.

Staff Analysis: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy.

The project also includes a new stormwater bioretention area to manage drainage in an efficient and aesthetically appealing way, and a significant amount of new landscaping, including 24 new trees. The design of the site, building, and landscaping meet all required efficiency standards and are aesthetic improvements for the existing vacant lot.  Urban Design Element Policy 5.B Design Consistency – The City shall review new development proposals to encourage high standards of urban design and to ensure that elements of architectural design and site orientation do not degrade or conflict with the appearance of existing structures.

Staff Analysis: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy.

The remodeled building will be required to meet building code standards and the trash enclosure will comply with Watsonville Public Improvement Standard No. S-602. The development will improve the appearance of the one existing vacant office building on the lot.

1/11/2024 7:45:14 PM
C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx  Urban Design Element Implementation Measure 5.B.3: Enhancement – The City shall utilize the development standards, zoning ordinance regulations for each district, and the design review guidelines to ensure that new development is an asset to the existing neighborhood and community with regard to parking, landscaping, open space, and project design.

Staff Analysis: The proposed project complies with the development standards, zoning ordinance regulations, and design review guidelines for the CT zoning district. The proposed project significantly exceeds the required parking and the landscaping requirements to make sure that the new development is an asset to the existing neighborhood.

In summary, the proposed project, with implementation of conditions of approval, would be in harmony with the overall intent of the City’s General Plan goals and policies, including those pertaining to commercial land uses, land use compatibility, design, and site improvement. It is within the City Council’s purview to decide if the proposed project is consistent or inconsistent with any applicable City goals or policies. Based on the analysis presented above, however, the project meets the intent of the City’s General Plan goals and policies.

Zoning Consistency
The Zoning Ordinance implements the General Plan, regulates the future growth of the City, and promotes orderly community development.1 It includes the Zoning Map, which sets forth the designations, locations and boundaries of zoning districts.

The project site is within the Thoroughfare Commercial (CT) Zoning District. Car and truck rental businesses (GLU 631) are permitted within the CT zoning district with the issuance of a Special Use Permit supported by the findings in WMC §14-12.513. A Special Use Permit and Design Review Permit for the proposed project were approved by the Planning Commission on December 5, 2023. Once the General Plan Land Use Map and Zoning Map are amended to bring the full parcel into the General Commercial land use designation and the CT zoning district, the project will be consistent with the zoning for the property.

Required Findings
The proposed amendments to the Land Use Diagram and Zoning Map are consistent with the required findings in WMC §14-12.708 and WMC §14-12.807. Those findings, with staff analysis, are below.
a) That the proposed amendment is consistent with the policies embodied in the General Plan;

1 The General Plan and Zoning are not the same. A general plan is a set of long-term goals and policies that a community uses to guide development decisions. Although the plan establishes standards for the location and density of land uses, it does not directly regulate land use. Zoning, on the other hand, is regulatory. Under the zoning ordinance, development must comply with specific, enforceable standards such as minimum lot size, maximum building height, minimum building setback, and a list of allowable uses.

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C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx Staff Analysis: The proposed project is consistent with the following General Plan goals, policies and implementation measures concerning land use compatibility, design, and site improvement, per the staff analysis below.
 Land Use Element Goal 4.7 Land Use Suitability – Ensure that the orderly development of land for the needs of the existing and projected population within in the City limit and Sphere of Influence is based on the land’s overall suitability, including: the accessibility of existing and proposed public facilities, services, and utilities, physical and financial constraints; and/or growth inducing impacts.

Analysis: The majority of the parcel at 1926 Freedom Boulevard is in the General Commercial Land Use Classification and the Thoroughfare Commercial (CT) Zoning District. The proposed project, a car and truck rental business, is an allowed use in the General Commercial land use classification and is permitted with issuance of a Special Use Permit in the CT zoning district. With a General Plan Land Use Map Amendment and a Zoning Map Amendment to change the rear of the parcel to General Commercial and CT and the approval of a Special Use Permit with supporting findings, the site is suitable for the proposed development. The proposed project will also provide a service that is not readily available within city boundaries, because there are currently only two small car rental businesses in Watsonville (Hertz Car Rental at 50 Aviation Way and Enterprise Rent-A-Car at 1150 Main Street), and neither of those offer box truck rentals.
 Land Use Element Policy 4.G Land Use Suitability – The City shall encourage the development of urban uses on those lands best suited for urban uses and discourage it on lands unsuited for urban uses.

Analysis: The proposed project, a car and truck rental business, is an allowed use in the General Commercial land use classification and is permitted with issuance of a Special Use Permit in the CT zoning district. With a General Plan Land Use Map Amendment and a Zoning Map Amendment to change the rear of the parcel to General Commercial and CT and the approval of a Special Use Permit with supporting findings, the site is suitable for the proposed development.  Land Use Element Goal 4.2: Neighborhoods – Conserve and improve the living environment of existing Watsonville neighborhoods.

Analysis: The proposed project would improve the current conditions of the parcel and thereby improve the living environment of the existing neighborhood as the proposed project would include a ten-foot-wide landscaping strip between the new six-foot-tall wood fence at the rear of the car and truck rental lot and Quinn Avenue that will provide stormwater retention and include drought-tolerant shrubs such as ceanothus. The landscaping will protect the existing neighborhood from the new commercial use on the property and improve the aesthetics along Quinn Avenue.

The proposed project would also include sidewalk, curb, and gutter improvements.

1/11/2024 7:45:14 PM
C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx  Urban Design Element Goal 5.1 Visual Resources – Preserve and enhance the built and natural visual resources within Watsonville.

Analysis: The proposed development includes a significant amount of new landscaping, including 24 new trees, three of which will be located in the landscape strip along the Freedom Boulevard frontage. The redevelopment of the site to accommodate the new car and truck rental business will enhance the visual resources on a commercial lot that has been vacant since 2006.  Urban Design Element Goal 5.2 Community Appearance – Blend new development and recognized values of community appearance and scenic qualities, and ensure that new development enhances, rather than detracts from its surroundings.

Analysis: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy. The project also includes a significant amount of new landscaping, including 24 new trees, three of which will be located in the landscape strip along the Freedom Boulevard frontage. The redevelopment of the site to accommodate the new car and truck rental business will enhance the visual resources on a vacant commercial lot that has been vacant for many years due to airport land use restrictions.
 Urban Design Element Goal 5.6 Urban Design – Achieve high standards of street, site and building design that are both efficient, and aesthetically pleasing.

Analysis: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy. The project also includes a new stormwater bioretention area to manage drainage in an efficient and aesthetically appealing way, and a significant amount of new landscaping, including 24 new trees. The design of the site, building, and landscaping meet all required efficiency standards and are aesthetic improvements for the existing vacant lot.
 Urban Design Element Policy 5.B Design Consistency – The City shall review new development proposals to encourage high standards of urban design and to ensure that elements of architectural design and site orientation do not degrade or conflict with the appearance of existing structures.

Analysis: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy. The remodeled building will be required to meet building code standards and the trash enclosure will comply with Watsonville Public Improvement Standard No. S-602. The development will improve the appearance of the one existing vacant office building on the lot.

1/11/2024 7:45:14 PM
C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx  Urban Design Element Implementation Measure 5.B.3: Enhancement – The City shall utilize the development standards, zoning ordinance regulations for each district, and the design review guidelines to ensure that new development is an asset to the existing neighborhood and community with regard to parking, landscaping, open space, and project design.

Analysis: The proposed project complies with the development standards, zoning ordinance regulations, and design review guidelines for the CT zoning district. The proposed project significantly exceeds the required parking and the landscaping requirements to make sure that the new development is an asset to the existing neighborhood.
b) That the proposed amendment is compatible to the extent possible with the actual and general planned use of the adjacent properties.

Staff Analysis: The proposed land use and zoning would be compatible with the existing uses in the area because, in this stretch of Freedom Boulevard between Green Valley Road and Compton Terrace, all of the parcels fronting Freedom Boulevard are zoned CT and back up to residential uses in the R-1 or RM-2 zoning districts. The proposed amendments to the General Plan Land Use Diagram and Zoning Map would continue this pattern and utilize a portion of the property that is located within Airport Safety Zone 2 and cannot accommodate residential uses. Additionally, to ensure compatibility with the existing residential development along Quinn Avenue, the project is conditioned to require installation of a ten-foot landscaping area between the rear fence and Quinn Avenue that will include drought-tolerant plants.

These findings are located in Exhibit A of the resolutions for the General Plan Land Use Map Amendment and Zoning Map Amendment.

Environmental Review
The project is categorically exempt from the California Environmental Quality Act under the common sense exemption in Section 15061(b)(3).

Cal. Code Regs. Title 14, §15061(b)(3) states that CEQA applies only to projects which have the potential for causing a significant effect on the environment. Where it can be seen with certainty that there is no possibility that the activity in question may have a significant effect on the environment, the activity is not subject to CEQA. There is no possibility that the amendments to the General Plan Land Use Map and the Zoning Map to correct the dual zoning would have significant effects on the environment. The common sense exemption finding is located in Exhibit A of the General Plan Land Use Map Amendment resolution and the Zoning Map Amendment resolution.

STRATEGIC PLAN:

The purpose of the City of Watsonville’s 2018-2020 Strategic Plan is to help the City prioritize its efforts, allocating both fiscal and human resources to achieve a shared vision and goals. The 2023-25 Strategic Plan identifies seven goals, concerning economic development, infrastructure

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C:\Program Files\eSCRIBE\TEMP\19451087619\19451087619,,,Report - 1926 Freedom Boulevard - GP and Zoning Map Amendments.docx and environment, housing, fiscal health, public safety, community engagement and well-being, and efficient and well-performing government.

This action is consistent with Goal 1 of the Strategic Plan to support and grow existing businesses, attract new businesses and industries, and encourage entrepreneurs to invest and grow locally. The project would allow a small existing car rental business to expand to a larger location with more rental car inventory and add a box truck rental business that is in high demand from local agricultural businesses.

FINANCIAL IMPACT:

The project applicant would be required to pay development impact fees at either the time of issuance of building permits or certificate of occupancy. These one-time fees paid to the City by developers are used, for instance, to offset the additional cost of extending public services to a site along with partially funding road improvement projects.

ALTERNATIVE ACTION:

The Council may recommend denial of the requested General Plan Land Use Map Amendment and Zoning Map Amendment, provided that the Council provides substantial evidence to make the required findings. If the Council does not approve the General Plan Land Use Map Amendment and Zoning Map Amendment then the Conditional Use Permit will not be effective.

ATTACHMENTS:
1) 1926 Freedom Blvd – PP2023-5966 – FINAL Plan Set – 10.30.23

SHEET INDEX VICINITY MAP

STATISTICS
ZONING :

SCOPE OF WORK :

OCCUPANCY GROUP : B
CONSTRUCTION TYPE : V-B / II-A (NEW CARPORT)
BUILDING AREA EXISTING OFFICE : 528 S.F.

CODE ANALYSIS
LOT AREA :

A.P.N. :

SITE PLAN, STATISTICS
CT: THOROUGHFARE COMMERCIAL
39,604 S.F.
014-032-17
SITE
ALLOWABLE FLOOR AREA : 9,000 S.F. PER CBC TABLE 506.2
FIRE SPRINKLERS : NONE
ENERGY METHOD : 2022 STANDARDS
STORIES : ONE
CODES :

A. 2022 CALIFORNIA BUILDING, GREEN, PLUMBING, MECHANICAL, ELECTRICAL, AND FIRE CODES B. 2022 CALIFORNIA AMENDMENTS
C. 2022 CALIFORNIA TITLE 24 REQUIREMENTS
A-1
FINAL INSPECTION, LOCATION MAY BE ALTERED DURING INSP.

NOTE : EXTRA SIGNAGE FOR EXIT SIGN MAY BE REQUIRED DURING -SIGNS NEED SEPARATE PERMIT
OWNER
PH. : (831) 236-3729
CAR AND TRUCK RENTAL LOT. REMODEL EXISTING OFFICE. NEW CARPORT.

OCCUPANT LOAD TOTAL : 4

VIKRAM MITTAL

GENERAL NOTES
ALL NAILING SHALL BE PER C.B.C. , CHAPTER 23
ALL CONCRETE SHALL BE 2500 P.S.I. COMPRESSIVE STRENGTH AT 28 DAYS THAT IS ACCEPTABLE TO CITY OF WATSONVILLE BUILDING INSPECTION DEPARTMENT.

ALL EQUIPMENT TO BE INSTALLED SHALL BE LISTED BY AN APPROVED TESTING AGENCY ALL GYPSUM BOARD SHALL BE INSTALLED PER C.B.C. , CHAPTER 25 ALL LUMBER SHALL BE DOUGLAS FIR #2 OR BETTER

6.-

5.-

4.-

3.-

2.-

1.-

9.-
ALL REINFORCING SHALL CONFORM TO A.S.T.M. A-615 GRADE 40

8.-

7.-

10.- ALL DOOR HARDWARE MUST BE OPERABLE WITHOUT REQUIRED THE ABILITY OF

11.- MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5.0 LBS. FOR EXTERIOR

12.- THE BOTTOM 10 INCH OF DOOR MUST BE SMOOTH.

DOORS AND 5 LBS. FOR INTERIOR.

GRASP THE OPENING HARDWARE.

THE CONTRACTOR SHALL EXAMINE AND CHECK ALL EXISTING CONDITIONS, DIMENSIONS, LEVELS AND MATERIALS. NOTIFY THE OWNER AND THE ARCHITECT (EDWARD L. RINEHART) IF ANY

DISCREPANCIES ARE FOUND OR REQUEST FOR INFORMATION ABOUT SCOPE OF CHANGES FROM PLANS DRAWN BY EDWARD RINEHART, A.I.A. ARCHITECT , BEFORE PROCEEDING WITH WORK

THE FIRE PROTECTION SYSTEM SHALL CONFORM TO THE LATEST EDITION OF THE NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) 17A. SHOP DRAWINGS SHALL BE SUBMITTED TO LOCAL FIRE

DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION
THE OWNER SHALL PROVIDE SOAP AND TISSUE DISPENSERS AT ALL HAND SINKS.

PROVIDE A SIGN AT TOILET ROOMS THAT READS "ALL EMPLOYEES SHALL WASH HANDS AFTER USING FACILITIES"
PAVING AREA : 26,394 S.F. (66.7%)
BUILDING PADS : 528 S.F. (1.3%)
LANDSCAPE AREA : 12,682 S.F. (32.0%)
PARKING PROVIDED : 19 SPACES
TRASH ENCLOSURE PLAN, ELEVATIONS, FOUNDATION, ROOF FRAMING PLAN, SECTION, DETAILS A-2

OFFICE FLOOR PLAN, ELEVATIONS, DETAILS
A-3

TYPICAL ACCESSIBILITY DETAILS
A-4

SPECIFICATIONS
A-5
ELECTRICAL PLAN, ELECTRICAL NOTES E-1
PLUMBING PLAN, PLUMBING NOTES, DETAILS P-1
TITLE 24 T-1
TITLE 24 T-2
CALGREEN MANDATORY MEASURES CHECKLIST - NONRESIDENTIAL GP-1

CARPORT PLAN, ELEVATIONS, FOUNDATION, ROOF FRAMING PLAN, SECTION, DETAILS A-6

13.- POST ADDRESS PRIOR TO CONSTRUCTION ( 6" NUMERALS, 3/8" STROKE, ON CONTRASTING BACKGROUND) TO BE VISIBLE FROM BOTH DIRECTIONS OF TRAVEL.

NORTH
FREEDOM BLVD.

QUINN AVENUE
A.P.N. - 014-032-18

NOT PART OF

SCOPE OF WORK
A.P.N. - 014-032-10

NOT PART OF SCOPE OF WORK
A.P.N. - 014-131-09

NOT PART OF SCOPE OF WORK
A.P.N. - 048-342-06

NOT PART OF SCOPE OF WORK
(E) P.P.
(E) P.P.

EXISTING BUILDING

EXISTING BUILDING

EXISTING BUILDING

EXISTING BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING

BUILDING

EXISTING
OFFICE

SEE SHEET
A-4
>$%¡!&$ G%&
#
>##¡$%# 5#!&
"
>$!¡%&5""
'#
C%&¡ $5$'
("
C##¡%&G!"

C%&¡ $5!
$&
4- ¡#'""
R= 5772.15'
L= 63.73'
2 1
3 4
6 5
7 8
9 10
12 11
13 14
15 16

CARPORT/CAR

WASHING LOCATION,
SEE SHEET A-3

LANDSCAPE
AREA

LANDSCAPE
AREA

NEW WOOD
FENCE +6'-0"
A.P.N. - 014-032-03

NOT PART OF SCOPE

OF WORK
NEW WOOD FENCE +6'-0"
9'x19' EA.

SPACE, TYP.
18'-11" 36'-0" 9'-0" 54'-6" 9'-0" 54'-0" 9'-0" 108'-0" 5'-6" 12'-1" 14'-8
12 " 31'-4" 8'-0" 108'-0" 2'-0
12 "
3'-0" 40'-0"
10'-5
12 "
15'-0" 16'-0" 40'-0"
32'-0"
77'-11"
11'-6"
75'-2
12 "
16'-0" 19'-0"
65'-4
1 2
"
9'-0"
54'-7
11 16
"
17 18
19 OVERFLOW
PARKING.

NOT TO BE

USED FOR

CUSTOMER
PARKING.
9'-0" 9'-0" 9'-0"
29'-4"
69'-11
1 2
"
9'-0"
(N) TRASH

ENCLOSURE
SEE SHEET A-2
(N) 6' WIDE CONCRETE WALK WITH A
SLOPE 2% MIN. - 5% MAX. IN DIRECTION
OF TRAVEL & CROSS SLOPE OF 2% MAX.

PER CITY STANDARD S-101, S-102,

SEE CIVIL
3 SPACE MIN.

BIKE RACK

BICYCLE PARKING
(N) 4' WIDE MIN. CONCRETE WALK WITH A
SLOPE 2% MIN. - 5% MAX. IN DIRECTION
OF TRAVEL & CROSS SLOPE OF 2% MAX.

TYPICAL ALL WALKWAYS

PATH OF TRAVEL

ELECTRICAL VEHICLE CHARGING STATION
(EVCS) BLINK AC LEVEL 2 PEDISTAL
CHARGING SYSTEM MODEL NO. PE-30.

INSTALL PER MANUFACTURE'S
SPECIFICATIONS, PER CGBC 5.106.5.

FOR 4 PARKING SPACES
(N) DRIVEWAY APPROACH
PER CITY STANDARD S-105,

SEE CIVIL
2 1
2 SECURED STAFF
~
1 A.P.N. - 014-032-17
9'-0"
12'-2
12 " 6'-0"

SITE PLAN
1" = 20.00'
10'-0"
MIN.
10'-0"
48'-1
12 "
15'-0" MIN.
18'-5"
15'-0" MIN.
10'-0"
11'-11"

KNOX BOX
8'-0"
20'-0"
14'-0"
3'-4"
25'-0"
26'-75
16 " 67'-13
4 "
24'-0"
68'-8
12 "
3'-0" PARKING

OVERHANG
12'-0"
19'-0"
15'-0"
12'-0" 3'-0" 16'-0"
19'-0"
16'-0" 3'-0"
CIVIL

PRELIMINARY SITE PLAN
C1

PRELIMINARY GRADING PLAN
C2

PRELIMINARY UTILITY PLAN
C3

TITLE SHEET
C4

PRELIMINARY STORMWATER CONTROL PLAN

EXISTING CONDITIONS
C5

CITY STANDARD DRAWINGS
C6
C7
PRELIMINARY LANDSCAPE PLAN L-1

LANDSCAPE SPECIFICATIONS
L-2
L-3

LANDSCAPE DETAILS

STROMWATER

BIORETENSION AREA,
SEE CIVIL SHEETS.
(E) POLE TO
REMAIN.
(E) F.H.

ACCESSIBLE PARKING CALCULATION :

NUMBER OF ACCESSIBLE PARKING SPACES
REQUIRED PER TABLE 11B-208.

TOTAL PARKING SPACES PROVIDED = 16

ACCESSIBLE PARKING SPACES REQUIRED FOR TOTAL NUMBER OF
PARKING SPACES 1 TO 25 = 1
ACCESSIBLE PARKING SPACES PROVIDED : 1
SEWER NOTE:

INSPECTION OF EXISTING SEWER LATERAL REQUIRED BEFORE IT CAN BE APPROVED FOR USE.

SAND/MUD INTERCEPTOR.

SEWER CONNECTION TO

COMPLY WITH WMC
6-3.508(D) TESTING OF

SANITARY SEWER
LATERALS.

SEE SHEET P-1 FOR MORE

INFORMATION OF SAND/MUD

INTERCEPTOR AND FOR
SEWER CONNECTIONS.

PRELIMINARY PHOTOMETRIC PLAN E-2
(E) POLE TO

BE REMOVED
ANCHOR
MOUNT

BICYCLE LOOPS
10" #%

INGROUND

GROUND LEVEL
FLANGE
MOUNT
4" CONC.

LOOP
##
1 1
2" = 1'-0"
BICYCLE PARKING PER ZONING CODE SECTION 37-50.400
! 
#
"
$

SURFACE
SLAB

BICYCLE
A-1
6 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

VAN
NO PARKING FREEDOM BOULEVARD QUINN AVENUE EXISTING OFFICE TO REMAIN EXISTING RESIDENCE EXISTING DAYCARE CENTER EXISTING APARTMENT BUILDING EXISTING RESIDENCE EXISTING GARAGE EXISTING RESIDENCE EXISTING RESIDENCE EXISTING LAUNDROMAT GENERAL NOTES 1. CERTIFICATION OF GRADES AND SOIL COMPACTION REQUIRED PRIOR TO BUILDING PERMIT FINAL. 2. ALL FUTURE BUILDINGS SHALL BE SPRINKLERED FOR FIRE SAFETY PER THE CITY OF WATSONVILLE FIRE AND BUILDING DEPARTMENT STANDARDS. 3. ALL RETAINING WALLS (IF REQUIRED) SHALL BE MASONRY AND SHALL BE A MODULAR SYSTEM AND/OR CAST IN PLACE CONCRETE WITH A DECORATIVE SURFACING. ALL SITE RETAINING WALLS ARE SUBJECT TO THE REVIEW AND APPROVAL OF THE PLANNING, BUILDING, AND ENGINEERING DIVISIONS. WOOD WALLS SHALL NOT BE PERMITTED. 4. PROPOSED PIPE SIZES, SLOPES, AND ELEVATIONS ARE PRELIMINARY AND SUBJECT TO REFINEMENT DURING FINAL DESIGN. 5. ALL WORK IS TO BE DONE IN COMPLIANCE WITH THE CITY OF WATSONVILLE SPECIFICATIONS STANDARDS AND DESIGN CRITERIA AND IS SUBJECT TO ALL LAWS OF THIS COMMUNITY BY REFERENCE. 6. TRANSFORMERS AND SPLICE BOXES SHALL BE UNDERGROUND. 7. CERTIFICATION OF IMPROVEMENTS ON SITE PLANS IS REQUIRED PRIOR TO BUILDING FINAL. 8. PROPOSED GRADES AS SHOWN ARE PRELIMINARY. FINAL GRADES ARE SUBJECT TO FINAL DESIGN. 9. ALL PROPOSED GRADES SHOWN ARE PRELIMINARY AND SUBJECT TO REFINEMENT DURING FINAL DESIGN. 10. ALL EROSION CONTROL MEASURES WILL BE DESIGNED AT FINAL DESIGN AND SHALL BE IN CONFORMANCE WITH THE CRITERIA AND STANDARDS OF THE CITY OF SALINAS. 11. GRADING, SURFACE IMPROVEMENTS, AND UTILITIES ARE CONCEPTUAL AND ARE SUBJECT TO REVISION AND CITY APPROVAL DURING FINAL DESIGN. 12. IF THE PROJECT HAS EXCESS FILL OR CUT THAT WILL BE ON OR OFF-HAULED TO A SITE WITHIN THE CITY LIMITS OF WATSONVILLE, AN ADDITIONAL PERMIT IS REQUIRED. PLAN SET INDEX SHEET NUMBER SHEET TITLE C1 TITLE SHEET C2 PRELIMINARY SITE PLAN C3 PRELIMINARY GRADING PLAN C4 PRELIMINARY UTILITY PLAN PRELIMINARY STORMWATER CONTROL PLAN WATSONVILLE, CALIFORNIA ENTERPRISE RENT-A-CAR C5 PROJECT INFORMATION 1. UTILITIES: WATER CITY OF WATSONVILLE SANITARY SEWER CITY OF WATSONVILLE STORM DRAIN CITY OF WATSONVILLE GAS & ELECTRIC PACIFIC GAS & ELECTRIC TELEPHONE VERIZON CABLE COMCAST 2. THE PROJECT LIES WITHIN OTHER - OTHER FLOOD AREAS DEFINED AS AREAS TO BE OUUSIDE OF 0.2% ANNUAL CHANCE FLOOD (FIRM MAP 06087C0392E, EFFECTIVE DATE MAY, 2012). SPECIAL USE PERMIT VICINITY MAP N.T.S. PROJECT LOCATION C6 EXISTING CONDITIONS C7 CITY STANDARD DRAWINGS Page 343 of 401 VAN
NO PARKING EX OVERHEAD LINE TO REMAIN NEW WOOD FENCE FREEDOM BOULEVARD QUINN AVENUE 19' 16' 16' 16' 9' 9' 9' 9' 9' TYP TYP TYP TYP
69' C&G, SIDEWALK PER CITY OF WATSONVILLE STANDARDS EXISTING PAVEMENT TO REMAIN 10' 10' 9' CARTPORT, SEE ARCHITECTURAL PLANSEX BUILDING TO REMAIN EXISTING OFFICE TO REMAIN EXISTING RESIDENCE EXISTING DAYCARE CENTER EXISTING APARTMENT BUILDING EXISTING RESIDENCE EXISTING GARAGE EXISTING RESIDENCE EXISTING RESIDENCE EXISTING LAUNDROMAT BIORETENTION BASIN77' 10' 15' 10' 15' DRIVEWAY TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS CURBCUT (TYP) OVERFLOW PARKING WOOD FENCE 10' EX POWER POLE & ANTENNA TO BE REMOVED LANDSCAPE EX WATER METER TO BE RELOCATED 4' ASPHALT RAMP AND 4' ASPHALT LANDING 8' 16' 9.7' 10' CONCRETE APRON PER CITY STD S-602 CONFORM TO EX CURB, GUTTER, AND SIDEWALK LIGHT (TYP) LIGHT (TYP) SAND/MUD SEPARATOR BY OTHERS PARKING SUMMARY TOTAL PARKING STALLS 4546 UNCOVERED PARKING STALLS UNCOVERED ACCESSIBLE STALLS 1 SANITARY SEWER LATERAL SSSD STORM DRAIN SANITARY SEWER WATER METER/SERVICE WATER VALVE FIRE HYDRANT ACCESSIBLE RAMP CATCH BASIN MANHOLE W WATER HARDSCAPE CENTERLINE CURB & GUTTER RETAINING WALL PROJECT BOUNDARY TRASH ENCLOSURE VERTICAL CURB LANDSCAPE Page 344 of 401 TC 124.5 END C&G FL 124.0 TC 123.1 FL 122.6 TC 123.5 FL 123.0 TC 123.5 FL 123.0 TC 123.5 FL 123.0 FG 123.6 LP

0.5% 1% FG 123.8 TC 124.5, HP FL 124.0 FG 123.9 HP 0.5% FG 123.6 LP FG 124.0 HP FG 123.6 FG 123.8 LP 0.5% 0.5% 0.5% TC 124.9 FL 124.4 TC 125.7 FL 125.2 TC 125.6 FL 125.1 TC 125.3 FL 124.8 TC 125.1 FL 124.6 TC 125.3 FL 124.8 TC 123.5 FL 123.0 TC 123.5 FL 123.0 TC 123.8 FL 123.0 FG 123.5 EG123.2± FG 123.5 EG 123.0± FG 123.5 EG 123.2± FG 123.5 EG 124.0± FG 123.5 EG 123.9± FG 123.8 EG 123.8± TC 123.8 FL 123.3 2% 2%2% 2% 2.1% 2.6% 1.6% 2.3%2.6% 2% TC 125.2 FL 124.7 TOP OF BASIN 122.0 FI #1 GR 122.5 INV 4" IN 119.7 INV 10" OUT 120.7 FI#2 GR 123.5, SOLID GRATE INV 10" 120.5 EX FI GR 122.5± INV 12" 121.0± TC 125.0 FL 124.5 TC 125.6 FL 125.1 TC 125.7 FL 125.2 TC 125.6 FL 125.1 TC 124.8 FL 124.3 EX BLDG FF 125.8 10" SD S=0.005 10" SD S=0.005 CO #1 GR 122.5 INV 4" 120.7 CO #1 GR 122.5 INV 4" 119.7 MH #1 GR 122.9 (E) INV 12" 120.3 INV 10" 120.3 BIOSWALE AREA MATCH EXISTING CURB, GUTTER, AND SIDEWALK FG ±123.3 CONFORM TO EXISTING PAVEMENT ELEVATION FG ±124.6 1.3% 0.9% FG 124.5 VAN
NO PARKING FREEDOM BOULEVARD QUINN AVENUE EXISTING RESIDENCE EXISTING DAYCARE CENTER EXISTING APARTMENT BUILDING EXISTING RESIDENCE EXISTING GARAGE EXISTING RESIDENCE EXISTING RESIDENCE EXISTING LAUNDROMAT EX OVERHEAD LINE TO REMAIN NEW WOOD FENCE TRASH ENCLOSURE, SEE ARCHITECTURAL PLANS CARTPORT EX BUILDING TO REMAIN FIRE HYDRANT HANDICAP RAMP CATCH BASIN HARDSCAPE/SIDEWALK CENTERLINE CURB & GUTTER PROJECT BOUNDARY TRASH ENCLOSURE VERTICAL CURB SLOPE & DIRECTION RETAINING WALL PAD ELEVATION DIRECTION OF SURFACE FLOW FINISH FLOOR ELEVATION SPOT ELEVATION CROSS SECTION OVERLAND RELEASE LANDSCAPE 3:1 BIOFILTRATION BASIN 3:1 2' VARIES, SEE PLAN 2% 1'BIOFILTRATION BASIN EXISTING APARTMENT BUILDING SECTION NO SCALE QUINN AVENUE VARIES SEE PLAN SECTION NO SCALE SECTION NO SCALE EARTH SWALE PARKING PL PL EX FENCE PARKING BIOFILTRATION BASIN 3:1 VARIES, SEE PLAN 0.5' BIOFILTRATION BASIN FREEDOM BOULEVARD SWK6' 1.5% 2% CURB & GUTTER VARIES PL LSC4' PARKING EARTH SWALE LANDSCAPE 2% SECTION NO SCALE PL 0.5% VARIES SEE PLAN CURB & GUTTER CURBCUT PER PLAN CURBCUT PER PLAN VERTICAL CURB FENCE PARKING 4.5' SWK SECTION NO SCALE PL 2% 10' ±12' 2' EARTH BERM PAVEMENT CATCH BASIN WITH SOLID GRATE Page 345 of 401 EXISTING OFFICE TO REMAIN (E)WV (E)WV (E)FH (E) ELEC BOX RELOCATE (E) WM EXISTING RESIDENCE (E)WMS EXISTING DAYCARE CENTER EXISTING APARTMENT BUILDING EXISTING RESIDENCE EXISTING GARAGE EXISTING RESIDENCE EXISTING RESIDENCE (E)GM (E)SSMH (E)GM (E)BO EXISTING LAUNDROMAT (E) 6" SEWER MAIN (E) GAS MAIN (E) 14" CIP WATER MAIN (E) GAS MAIN (E) 6" DIP WATER MAIN (E)WM VAN
NO PARKING EX OVERHEAD LINE TO REMAIN NEW WOOD FENCE TRASH ENCLOSURE CARTPORT EX BUILDING TO REMAIN EX SSMH (E)ELEC BOX EX TREE (E) SEWER SERVICE LATERAL TO REMAIN (E) WATER SERVICE LATERAL TO REMAIN (E) GAS SERVICE LATERAL TO REMAIN (E) 6" SEWER MAIN FI #1 GR 122.5 INV 4" IN 119.7 INV 10" OUT 120.7 FI#2 GR 123.5 SOLID GRATE INV 10" 120.5 MH #1 GR 122.9 (E) INV 12" 120.3 INV 10" 120.3 EX FI GR 122.5± INV 12" 121.0± 10" SD S=0.005 10" SD S=0.005 CO #1 GR 122.5 INV 4" 119.7 CO #1 GR 122.5 INV 4" 119.7 (E) 12" SD MAIN BIOFILTRATION AREA CURB CUT (TYP) EX POWER POLE TO BE REMOVED EX DOWNSPOUTS TO REMAIN (TYP) LIGHT (TYP) SAND/MUD SEPARATOR DI #1 GR 124.3 INV 4" IN 122.0 6" SS S=0.010 6" SS S=0.010 FG 125.1 INV 4" IN 121.6 FG 125.1 INV 4" IN 121.6 UTILITY NOTES 1. ALL PIPE SIZES, SLOPES AND ELEVATIONS ON THIS PRELIMINARY UTILITY PLAN ARE PRELIMINARY AND SUBJECT TO REFINEMENT DURING FINAL DESIGN. 2. ALL WATER MAINS SHOWN ARE PUBLIC AND SHALL BE MAINTAINED BY THE CITY OF WATSONVILLE. 3. ALL SANITARY SEWER LATERALS SHOWN IN PRIVATE SITE SHALL BE PRIVATE AND MAINTAINED BY THE OWNER/APPLICANT. 4. ALL STORM DRAIN MAINS SHOWN IN PRIVATE SITE SHALL BE PRIVATE AND MAINTAINED BY THE OWNER/APPLICANT. 5. ALL SANITARY SEWER AND STORM DRAIN SHOWN IN PUBLIC STREETS SHALL BE OWNED AND MAINTAINED BY THE CITY OF WATSONVILLE. SANITARY SEWER LATERAL SSSD STORM DRAIN SANITARY SEWER WATER METER/SERVICE WATER VALVE FIRE HYDRANT ACCESSIBLE RAMP CATCH BASIN MANHOLE W WATER HARDSCAPE CENTERLINE CURB & GUTTER RETAINING WALL PROJECT BOUNDARY TRASH ENCLOSURE VERTICAL CURB LANDSCAPE CLEANOUT CATCH BASIN WITH SOLID GRATE Page 346 of 401 VAN
NO PARKING FREEDOM BOULEVARD QUINN AVENUE EXISTING OFFICE TO REMAIN EXISTING RESIDENCE EXISTING DAYCARE CENTER EXISTING APARTMENT BUILDING EXISTING RESIDENCE EXISTING GARAGE EXISTING RESIDENCE EXISTING RESIDENCE EXISTING LAUNDROMAT FI #1 GR 122.5 INV 4" IN 119.7 INV 10" OUT 120.7 FI#2 GR 123.5, SOLID GRATE INV 10" 120.5 MH #1 GR 122.9 (E) INV 12" 120.3 INV 10" 120.3 10" SD S=0.005 10" SD S=0.005 CO #1 GR 122.5 INV 4" 119.7 CO #1 GR 122.5 INV 4" 119.7 BIOFILTRATION AREA CURB CUT (TYP) EX FI GR 122.5± INV 12" 121.0± (E) 12" SD MAIN EX DOWNSPOUT (TYP) STORM WATER MANAGEMENT NOTES: 1. THE PROJECT IS LOCATED IN THE CENTRAL COAST REGIONAL WATER QUALITY CONTROL BOARD (CCRWQCB) JURISDICTION. 2. THIS STORM WATER RUNOFF MANAGEMENT PLAN IS CONCEPTUAL AND SUBJECT TO REVISION BASED ON FINAL DESIGN AND SITE SPECIFIC INFILTRATION TESTING. DESIGN IS BASED ON THE CITY OF WATSONVILLE STORMWATER POST-CONSTRUCTION STANDARDS TO THE CITY OF WATSONVILLE PUBLIC IMPROVEMENT STANDARDS (RESOLUTION 4-14, EFFECTIVE FEBRUARY 27, 2014). 3. FINAL LOCATION OF UTILITIES AND STORMWATER CONTROL MEASURES WILL BE COORDINATED DURING FINAL DESIGN TO MINIMIZE CONFLICT. 4. THE LID MEASURES ARE PRELIMINARY AND MAY BE CHANGED OR MODIFIED DURING FINAL DESIGN AS LONG THE PROJECT CAN SHOW CONFORMANCE WITH CITY OF WATSONVILLE AND CCRWQCB POST-CONSTRUCTION STORMWATER REGULATIONS IN EFFECT AT THE TIME OF THE PROJECT APPROVAL. 5. STORM WATER DETENTION HAS BEEN SIZED TO RELEASE POST-PROJECT PEAK FLOWS AT NO GREATER THAN PRE-PROJECT. PLAN IS CONCEPTUAL AND SUBJECT TO REVISION BASED ON FINAL DESIGN AND SITE SPECIFIC INFILTRATION TESTING. 6. STORMWATER DETENTION IS BASED ON THE MODIFIED RATIONAL METHOD. SCM ID NUMBER LEGEND STORMWATER BMP STORM DRAIN PIPE A1 STORM DRAIN INLET PROPERTY BOUNDARY NEW ASPHALT BUILDING / ROOF NEW CONCRETE / IMPERMABLE STORM DRAIN MANHOLE OVERLAND RELEASE LANDSCAPE / OPEN SPACE SUBDRAIN PIPE SCM BOUNDARY A1 CLEANOUT Page 347 of 401 FREEDOM BOULEVARD QUINN AVENUE EXISTING OFFICE TO REMAIN EXISTING RESIDENCE EXISTING DAYCARE CENTER EXISTING APARTMENT BUILDING EXISTING RESIDENCE EXISTING GARAGE EXISTING RESIDENCE EXISTING RESIDENCE EXISTING LAUNDROMAT EX OVERHEAD LINE TO REMAIN EXISTING FENCE EX BUILDING TO REMAIN EXISTING TREE (TYP) PORTIONS WITH EX PAVEMENT AREAS EXISTING POLE & ANTENNA TO BE REMOVED EXISTING FIRE HYDRANT HARDSCAPE/SIDEWALK CENTERLINE CURB & GUTTER EXISTING PROJECT BOUNDARY EXISTING ELEVATION EXISTING FENCE EXISTING PAVEMENT EXISTING BUILDING OUTLINE Page 348 of 401

4YD TRASH BIN 4YD RECYCLE BIN
5'-0"x5'-0"
MIN. LANDING
9'-412" (9'-0" MIN.)
8'-412" (8'-0" MIN. TYP.) 12"
20'-1" MIN.
18"
21'-4"
4'-0" MIN.

LANDING
21'-4"
STANDING SEAM METAL ROOF.

COLOR TO MATCH (E) BLDG.
6'-6" MIN. HIGH SPLIT FACE MASONRY
TRASH ENCLOSURE (8'-0" AT REAR)
REAR 14" = 1'-0"
LEFT 14" = 1'-0"RIGHT 14" = 1'-0"
1'-6"
5'-6"
(E) BLDG. 14" = 1'-0"

TRASH ENCLOSURE
SEE PUBLIC WORKS STANDARD S-602a NON-STANDARD FRONT SERVICE LAYOUT

FOR MORE INFORMATION AND REQUIREMENTS
A~ 1~
12"
24" 24" 24"
4" CONC. SLAB W/#4
@ 12" E.W. FOR
WEAR & TEAR.

BY CALCS. #4
@ 24" O.C. E.W.
1'-4" 3'-4" 5'-4"
10'-0"
21'-4"
2- #4 VERT.
& DOWELS
AT END
2- #4 VERT.
& DOWELS
AT END
TRASH ENCLOSURE 14" = 1'-0"

FOUNDATION PLAN
TRASH ENCLOSURE 14" = 1'-0"
ROOF FRAMING PLAN CL 4x4x3
16"
T.S. POST
20'-812"
4x4x
3 16"
T.S. POST
1'-0" 3'-4" 5'-0"
CLCL
4'-8" 4'-8"
CLCLCL
3-#4 BARS, CONT.

NATURAL SOIL
6" HIGH CONC. CURB PER PLAN
#4 BARS HORIZ. @ 24" O.C.
#4 BARS VERT.@ 24" O.C.
8" SPLIT FACE BLOCK WALL 14" = 1'-0"

SECTION
A
~2
#4 BARS @ 24" O.C.
4" CONC. SLAB W/#4 @ 12" E.W.

FOR WEAR & TEAR.

BY CALCS. #4 @ 24" O.C. E.W.
~3
~4
4x6x
3 16" T.S. BEAM
4x6x
3 16" T.S. BEAM
4x6x
3 16" T.S. BEAM
4x6x
3 16" T.S. BEAM
4x6x
3 16" T.S. BEAM
8'-0" MIN.
12'-0" MIN.
6'-6" MIN.6'-6" MIN.

DROP LATCH HRDW.

DECORATIVE METAL FRAME

GATES WITH KEY LOCKS
FRONT 14" = 1'-0" 4"x4" 26 GA. G.I. GUTTER & 1-3/4"x2-1/2" RECT. DOWNSPOUT.

PAINT TO MATCH (E) BUILDING. DOWNSPOUT TO TERMINATE

WITH A SPLASH BLOCK AT (E) ADJACENT LANDSCAPE AREA
32"
3'-0"x6'-0" METAL DOOR

SELF-CLOSING W/LEVER TYPE HARDWARE
+34"-40" A.F.F.

5.0 LBS. MAX OPENING FORCE.

SMOOTH SURFACE ON THE PUSH
C945! ³6B?=D857B145

GATE SHALL BE OPENABLE FROM THE

EGRESS SIDE WITH THE USE OF A KEY OR
ANY SPECIAL KNOWLEDGE OR EFFORT. 1 4":FT. 12" MAX

LOWER THAN
THE

DOORWAY
10'-0"
MIN.
~5
CMU WALL NOTE:

MASONRY CONTRACTOR TO CALL FOR A PARTIAL

PROGRESS INSPECTION FROM THE CITY INSPECTORS

WHEN REINFORCING IS PLACED WITHIN THE CMU WALLS
AT INTERVALS NOT TO EXCEED 50% COMPLETED.
(E) BLDG.

A 32-GALLON CART FOR ORGANIC WASTE CAN BE PROVIDED UPON REQUEST.

TRASH ENCLOSURE SEWER DRAIN NOT REQUIRED.
8'-6"
16'-0"(N.T.S.)
16'-0" CONC. APRON
PER STANDARD S-602a
2'-0"

TRASH ENCLOSURE
3-#4 BARS, CONT.
6'-6" TYP. - (8'-0" AT REAR)

NATURAL SOIL
#4 BARS @ 24" O.C.
#4 BARS HORIZONTAL @ 24" O.C.
32" MIN.
1'-0"
#4 BARS VERTICAL @ 24" O.C.
8" SPLIT FACE BLOCK WALL

CAP BLOCK

WALL SECTION
1" = 1'-0" 1

SEE PLAN
S-602a

FOR WIDTH

WHERE OCCURS
6"
EAVE
1" = 1'-0"
2 8" SPLIT FACE

BLOCK WALL
4x6x
3 16" T.S. BEAM
4x4x
3 16" T.S. POST 1 4" CL COL. & PLATE 712"x8"x12" STEEL PLATE 4"x4"x
3 16"
T.S. POST
2- 12"x6" A.B.
4"134 1 " 3 4" 33 4"33 4" 4" 2" 2"
6" 1"
712" 1"
8"
PLAN 14" 712"x8"x12" STEEL

BASE PLATE
W/2- 12"x12" A.B.

ALL WELDING TO BE

DONE AT A CERTIFIED
SHOP, NOT AT SITE.

PLAN 1 4" 1 4x6x 4" 3
16"
T.S. BEAM
4x6x
3 16"
T.S. BEAM

FRAMING
1" = 1'-0"
3 PLAN 1 4" 4x6x3
16"
T.S. BEAM

FRAMING
1" = 1'-0"
4 4x6x
3 16"
T.S. BEAM 1 4"

STANDING SEAM
METAL ROOF.

INSTALLED PER

MANUFACTURER'S
SPECIFICATIONS.

ROOF COLOR TO
MATCH
(E) BLDG.
4" CONC. SLAB
W/#4 @ 12" O.C. E.W. 14"
8" SPLIT FACE
BLOCK WALL 712"x8"x12" STEEL

BASE PLATE
W/2- 12"x12" A.B.

ALL WELDING TO BE

DONE AT A CERTIFIED
SHOP, NOT AT SITE.
4x6x
3 16" T.S. BEAM

STANDING SEAM
METAL ROOF.

INSTALLED PER

MANUFACTURER'S
SPECIFICATIONS.

ROOF COLOR TO MATCH
(E) BLDG.
1" = 1'-0"
5 A-26
5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED

ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901 S TATE OF CA L I F ORN I

RENEWAL DATE
A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

19'-0"
10'-6" 10'-4" 10'-6"
1 4" = 1'-0"

FLOOR PLAN
31'-4"
(N) CARPORT
1 4" = 1'-0"
FRONT
1 4" = 1'-0"
REAR

AS SEEN FROM PARKING LOT

AS SEEN FROM LANDSCAPE AREA
1 4" = 1'-0"
RIGHT
1 4" = 1'-0"
LEFT
1 4" = 1'-0"

SECTION
A
~
A
13'-6"
4x6x3 16" T.S. BEAM 4x6x3 16" T.S. BEAM 4x6x3 16" T.S. BEAM4x6x3 16" T.S. BEAM 4x6x3 16" T.S. BEAM 4x6x3 16" T.S. BEAM 4x6x3
16" T.S. BEAM
4x6x3
16" T.S. BEAM
4x6x3
16" T.S. BEAM
4x6x3
16" T.S. BEAM
6" METAL STUDS @ 24" O.C. (25 GA.)
CL
CL
19'-0"
10'-6" 10'-4" 10'-6"
31'-4"
CL
CL
(N) CARPORT
1 ~
4 ~
1 4" = 1'-0"

FOUNDATION PLAN
1 4" = 1'-0"

ROOF FRAMING PLAN
STANDING SEAM METAL ROOF.

COLOR TO MATCH (E) BLDG.

STANDING SEAM METAL ROOF.

COLOR TO MATCH (E) BLDG.
6" METAL STUDS @ 24" O.C. (25 GA.)
4x6x3
16" T.S. BEAM,

SEE PLAN
4x4x3
16" T.S. POST
SLOPE 1/4": FT.

AC PAVING
O/4" BASE
4x6x3
16" T.S. BEAM
4x4x3
16" T.S. POSTS
SLOPE 1/4": FT.
13'-6"
4"x4" 26 GA. G.I. GUTTER &
1-3/4"x2-1/2" RECT. DOWNSPOUT.

PAINT TO MATCH (E) BUILDING.

DOWNSPOUT TO TERMINATE

WITH A SPLASH BLOCK AT (E)

ADJACENT LANDSCAPE AREA
13'-101116
12" 12"
12"
12"
4x4x3
16" T.S. POST, TYP.
5 ~
4 ~
1 ~
12"
12"
1 ~
4x4x3
16" T.S. POST, TYP.
3 ~
2 ~
SLOPE 1/4": FT.
12"
12"
SIM.

TO SAND/MUD INTERCEPTOR,
SEE SHEET A-1 FOR LOCATION
AND SHEET P-1 FOR MORE

INFORMATION
>$œ1
2 C

2"
4"
18" WIDE BERM
AT 2" HEIGHT

DIFFERENCE,

SEE SECTION A
18"
18" WIDE BERM
AT 2" HEIGHT

DIFFERENCE
(N) CATCH BASIN
1'-4"
1'-4"
2" 2"
2" 2"
TS COL. SEE PLAN

FOR SIZE
1'-4"x 1'-4"x3
4" STEEL
PLATE
14"
CL COL. & PLATE
PLAN
STRUCTURAL COL. SEE

PLAN FOR SIZE
4 -3
4" DIA. A.B. W/ 8" BEND
1 12" NON-SHRINK

GROUT W/LEVELING NUTS
5'-0"x5'-0"
1'-6" 0'-10"
3 - #3 TIES
5 - #4 BARS EA. WAY
0'-8
12 " 3" 2"
1'-0"
0'-10"
0'-10"
0'-5" 0'-5"
AC PAVING O/4" BASE
CLR. CLR.

PLAN
1 4"
1 4x6x
4"
3 16"
T.S. BEAM
4x6x3
16"
T.S. BEAM

FRAMING
1" = 1'-0"
3 PLAN
1 4" 4x6x3
16"
T.S. BEAM

FRAMING
1" = 1'-0"
2 4x6x3
16"
T.S. BEAM
1 4"
4x4x3
16"
T.S. POST
4x4x3
16"
T.S. POST
6" METAL STUDS
@ 24" O.C. (25 GA.)
#8 SCREWS
@ 12" O.C.
1'-0"
6" METAL STUDS
@ 24" O.C. (25 GA.)
#8 SCREWS
@ 12" O.C.

STANDING SEAM METAL ROOF.

INSTALLED PER MANUFACTURER'S
SPECIFICATIONS. ROOF COLOR TO
MATCH (E) BLDG.
4x6x3
16"
T.S. BEAM
1 4"
4x4x3
16"
T.S. POST
1'-0"
6" METAL STUDS
@ 24" O.C. (25 GA.)
#8 SCREWS
@ 12" O.C.

STANDING SEAM METAL ROOF.

INSTALLED PER MANUFACTURER'S
SPECIFICATIONS. ROOF COLOR TO
MATCH (E) BLDG.
4"x4" 26 GA.

G.I. GUTTER &
1-3/4"x2-1/2" RECT.

DOWNSPOUT.

SLOPE
1/4": FT.

FRAMING
1" = 1'-0"
1 1" = 1'-0"
5 1" = 1'-0"
4 FOOTING

FOOTING
2 - #4 CONT.
12" x 10" TIE
BEAM U.O.N.

ON PLANS
STANDING SEAM METAL ROOF.

INSTALLED PER MANUFACTURER'S
SPECIFICATIONS. ROOF COLOR TO
MATCH (E) BLDG.

A-3
6 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

1 4" = 1'-0"

FLOOR PLAN
(N) 2x- STUDS @ 16" O.C.
(E) 2x- STUDS @ 16" O.C.
(E) 2x- STUDS @ 16" O.C. TO BE REMOVED

WALL SCHEDULE
32" MIN. CLR.

TO BE IDENTIFIED

TOILET SIGNAGE
AS "ALL-GENDER"
SEE 7/A-5
(N) 3'-0"x6'-8" S.C. DOOR

W/LEVER TYPE HARDWARE
34"-44" A.F.F. CBC 11B-404.2.7.

SELF-CLOSING, 10" KICK PLATE,

UNDERCUT
1 2" FOR VENTILATION
œ%

7'-4"

ACTIVATOR

ON WIDE SIDE
FLUSH
T.P.H.
24" MIN.
48" GRAB BAR
36" GRAB
BAR
7'-0"
(N) TOILET
(E) OFFICE
(N) 3'-0"x6'-8" T.G.

STOREFRONT DOOR

IN (E) OPENING

W/LEVER TYPE HARDWARE
34"-44" A.F.F. CBC 11B-404.2.7.
1 2" THRH. MAX.
5#¡h$¡C
8 OCCUPANCY B
528/150 = 4
1 4" = 1'-0"
FRONT
1 4" = 1'-0"
LEFT
AS SEEN FROM FREEDOM BLVD.
1 4" = 1'-0"
REAR
1 4" = 1'-0"
RIGHT
(E) ASPHALT SHINGLES O/*30 FELT.

CLASS "A" FIRE RATING.
(N) 3'-0"x6'-8" T.G.

STOREFRONT DOOR

IN (E) OPENING
5#¡h$¡C
8 12
4 (E) 4"X4"X26 GA. G.I. OGEE
GUTTER AND 2-3/8"X3-1/4"
RECTANGULAR DOWNSPOUT.
(N) HARDIE LAP SIDING OVER 2 LAYERS GRADE "D"
BUILDING PAPER, TO MATCH (E) BLDG. COLOR
TO MATCH (E) BLDG.

SEE 8/A-5
SEE 9/A-5

FINISH SCHEDULE

TOILET ROOM
NON ABSORBANT WAINSCOT +48" ABOVE FINISHED FLOOR AT ALL WALLS GYP. BD. SMOOTH, WASHABLE, AND NON-TEXTURED
GYP. BD. SMOOTH, WASHABLE, AND NON-TEXTURED, PAINT SEMI-GLOSS FLOOR:

CEILING:

WALLS:

BASE:

SHEET VINYL HEAT WELDED
CONTINUOUS 6" VINYL COVED W/ 3/8 INCH RADIUS

3. ADDRESS NUMBERS TO BE A MINIMUM OF 6" HIGH AND VISIBLE FROM THE STREET.

1. PROVIDE PROTABLE FIRE EXTINGUISHER WITH A RATING OF 2A10BC OF A KEY, TOOL, OR SPECIAL KNOWAGE OF EFFORT. EFFORT SHALL BE 5.0 LBS.

2. EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE

4. A "THIS DOOR TO REMAIN UNLOCKED DURING BUSINESS HOURS" SIGN TO BE WITHIN 75 FEET OF TRAVEL DISTANCE TO ALL PORTIONS OF BUILDING.

FOR EXTERIOR DOORS AND 5.0 LBS. FOR INTERIOR DOORS.

NOTES
PLACED OVER EACH DOOR.

GYP. BD. LT. SPRAY TEXT. KNOCK DOWN PAINT SEMI-GLOSS ENAMEL OFF-WHITE OFFICE
FLOOR:

WALLS:

CEILING:

BASE:

SHEET VINYL DIRECT GLUE
6" VINYL COVED
GYP. BD. LT. SPRAY TEXT. KNOCK DOWN PAINT SEMI-GLOSS ENAMEL OFF-WHITE F.E. 2A:10BC
+3' TO 5' A.F.F.

INTERIOR WALL AND CEILING FINISH SHALL BE IN ACCORDANCE WITH CBC 2022, SECT 803.1.2 AND TABLE 803.13. INTERIOR FLOOR FINISH SHALL BE IN ACCORDANCE WITH CBC 2022, SECT. 804.1.

5. WHERE DOORS ARE PROVIDED WITH LOCKS AND LATCHES, PROVIDE THE FOLLOWING SIGN:
²D89C4??BD?B5=19>E><?3;54G85>D89CC@1359C?33E@954³ 323" ""
C53D

1010.1.9.4-2(2.2)

6. DOORS TO HAVE CLOSERS. DOORS WITH CLOSER SHALL HAVE A CLOSING SPEED NOT GREATER THAN 5 SECONDS. 11B-404.2.8.1, CBC 2022.
(ISA)
SIGN, TYP.
8"
8"
SIGN
SCALE : 1" = 1'-0"
(ISA)

INTERNATIONAL

SYMBOL OF

ACCESSIBILITY (ISA)

SIGN TO BE

INSTALLED ON LATCH

SIDE OR THE RIGHT

SIDE WALL OF

DOUBLE DOORS AT

ACCESS DOORS TO
BUILDING/S +60"
ABOVE FINISH FLOOR.

SIGN IS TO BE A
CLEAR VINYL DECAL.

TACTILE "EXIT" SIGN
PER CBC 1013. 18" MIN.
60" MIN.

LEVEL LANDING
12"
MIN.
48" MIN.
1 4":FT.

LEVEL LANDING
5#¡h$¡C
8 ~
2 ~
1 CONTRACTOR TO COMPLY WITH THE
MANDATORY MEASURES OF CHAPTER 5 IN CAL GREEN:

1. FINISH MATERIALS SHALL COMPLY WITH SECTIONS

5.504.4.1 THROUGH 5.504.4.6. SEE SHEET GP-1

OWNER/MANAGER TO COMPLY WITH THE
MANDATORY MEASURES OF CHAPTER 5 IN CAL GREEN:

1. ENVIRONMENTAL TABACCO SMOKE (ETS) CONTROL
PER 5.504.7 SEE SHEET GP-1
x x x x
(E) CONCRETE SLAB
PIN WITH WASHER @ 16" O.C.

MINIMUM 5/32" DIAMETER
3" LONG POWER DRIVEN

NONBEARING PARTITION
2x- P.T.D.F. SILL PLATE
2x4 STUDS @ 16" O.C.
5 8" TYPE "x" GYP. BD.
2 1" = 1'-0"
5 8" TYPE "x" GYP. BD.

NONBEARING PARTITION

P E R P E N D I C U L A R

STC TRUSS CLIP
2-16d

TYPICAL

TRUSS CLIP

P A R A L L E L
2 x - BRACE @ 48" o.c.

TYPICAL FRAMING, TRUSS

OR JOIST
1 1" = 1'-0"
A-4
6 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

B
B

MODIFIED TYPE A - PLAN VIEW

ELEVATION

SECTION B-B

MEN WOMEN RESTROOMS
WALL - SIGNAGE (TYP.)
DOOR MOUNTED SIGNAGE (TYP.)
MEN

HANDICAPPED

ACCESSIBLE RESTROOM ON

FIRST FLOOR

ALL-GENDER

RESTROOM

THIS SHEET ARE TYPICAL ACCESSIBILITY
DETAILS FOR REFERENCE ONLY, U.O.N.

A-5
6 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

slab with hooks as the pour progressesand shall be visible at that depth at the free edge of the pour.

WWF shall be lapped one mesh at all splices, six inches minimum. Fabric shall be raised to the center of the WELDED WIRE FABRIC : Welded wire fabric shall be of gauge and mesh size as indicated on plans.

5. Slabs on grade : ........................................................................ 1-1/2 inch to earth and weather : ............................................................... 1-1/2 inch

4. Beams, columns, ties, stirrups and spirals not exposed

3. Slabs, walls and joists not exposed to earth and weather : ........ 3/4 inch

2. Cast in forms but exposed to earth and weather : ...................... 2 inch

1. Cast against and permanent earth : ........................................... 3 inch shall be as follows :
center of steel. All dimensions indicated as clear (CLR) shall be held at that dimension. Minimum coverage REBAR COVER : All dimensions showing the location of reinforcing steel not noted as clear, are to continuous over supports shall be fabricated with no camber.

CAMBER : All single span glulam beams shall be fabricated with standard camber. Glulam beams they are incorporated into the structure.
of inspection for manufacture. Contractor shall keep beams wrapped and protected from the weatheruntil SHIPPING AND HANDLING : All beams shall be wrapped for shipping and furnished with a certificate moisture content shall be 16%
shall separated by a minimum of 6" . Laminations shall be joint with exterior type glue. Maximum allowable net. All end joints shall be scarfed minimum 1:12, maximum 1:8 . Portions of scarfs in adjacent laminations LAMINATIONS : All laminations shall be Douglas Fir. Maximum thickness of lamination shall be 1-1/2" allowable fiber stress in bending Fb = 2400 psi and have tension laminations top and bottom.

Laminated Timber" , A.I.T.C. 117-71 and U.S. Product Standard PS 56-73 . All beams shall have an GENERAL : All glued laminated timber shall conform to "Standard Specifications for Structural Glued BOLTS : Bolts shall conform to A.S.T.M. A-307
STUCTURAL TUBING : Structural tubing shall conform to A.S.T.M. A-500 grade B.

STRUCTURAL STEEL : Structural steel and all miscellaneous steel shall conform to A.S.T.M. A-36 framing.
units, reinforcing and grout are in place and properly cured and walls are securely attached to surrounding SHORING : Contractor shall support walls as required for vertical and lateral loads untill all masonry tuck point and tool to match adjacent jointing.
other purpose. All joints shall be checked for tightness and where cracks are visible, chip out the mortar, wall immediately. After the wall is constructed, the wall shall not be saturated with water for curing or any WALL CLEANING AND PROTECTION : Concrete scum and grout stains shall be removed from the during fabrication of hole shall be discarded.
be cut, drilled or chipped to specified size before being incorporated into the wall. Any block that cracks INSERTS : Where inserts , anchorbolts, reinforcing, etc. protrude from the wall, the hole in the block shall W.W.M. ...... Welded Wire Mesh
W/O ............ Without
W/ ............... With
Vert. ............ Vertical
U.O.N. ......... Unless Otherwise Noted
Typ. ............. Typical
T.S. ............. Tube Steel
T.O.W. ........ Top of Wall
T.O.C. ......... Top of Concrete
T.N. ............. Toe Nail
T. & G. ........ Tongue & Groove
Sym. ........... Symmetrical
Std. ............. Standard
Sq. .............. Square
Specs. ........ Specifications
Sim. ............ Similar
Shtg. ........... Sheathing
Sht. ............. Sheet
Sched. ........ Schedule
S.O.G. ........ Slab on Grade
S.B. ............ Solid Blocking
Rdwd. ......... Redwood
Req'd .......... Required
Reinf. .......... Reinforcing
Plywd. ..... Plywood
P.T.D.F. .. Pressure Treated D.F.

P.I. .......... Panel Index
Pl. ........... Plate
Opng. ...... Opening
O.H. ........ Opposite Hand
O.C. ........ On Centers
O/ ............ Over
N.T.S. ...... Not to Scale
N.I.C. ....... Not in Contract
Min. ......... Minimum
M.I.W. ..... Malleable Iron Washer
M.B. ........ Machine Bolt
Max. ........ Maximum
Jt. ............ Joint
Jst. .......... Joist
Int. ........... Interior
Horiz. ....... Horizontal
Hgr. ......... Hanger
Hdr. ......... Header
Gyp. Bd. .. Gypsum Board
Grd. ........ Grade
Glu-Lam .. Glue Laminated
Galv. ....... Galvanized
Ga. ......... Gauge
Ftg. ......... Footing
F.O.S. ..... Face of Stud
F.O.M. ..... Face of Masonry
F.O.C. ..... Face of Grain
Flr. .......... Floor
Fndn. ........ Foundation
F.N. .......... Field Nailing
F.G. .......... Finish Grade
Ext. ........... Exterior
Exp. .......... Expansion
Eq. ............ Equal
Elev. ......... Elevation
Ea. ........... Each
E.N. .......... End Nailing
(E) ............ Existing
Dwg. ........ Drawing
Diam. ........ Diameter
Dbl. ........... Double
D.F. .......... Douglas Fir
Ctsk. ......... Countersink
Ctr. ........... Center
Cont. ........ Continuous
Const. ...... Construction
Conn. ....... Connection
Conc. Blk. Concrete block
Conc. ....... Concrete
Col. .......... Column
Clr. ........... Clear
Btwn. ........ Between
Bot. .......... Bottom
Bm ........... Beam
Bd. ........... Board
Arch. ........ Architect
Approx. .... Approximate
Alt. ........... Alternate
A.B. ......... Anchor Bolt
and intervals not exceeding 160 bar diameters.
two and one-half minimum bond beam units. Vertical reinforcing shall be held in position at the top , bottom placed prior to laying wall. Horizontal reinforcing shall be tied to vertical bars using one course of ddep cut, droppings or any foreign material shall be immediately removed from reinforcing. All vertical bars shall be Reinforcing shall be fully embedded in grout and shall not be bedded in mortar or mortar joints. Any mortar sufficient to prevent blowouts.
inspection and before grouting. No grout shall be poured unless mortar has been allowed to set for a period or pour of grout, except when such lift is four feet or less in height. The clean-outs shall be sealed after reinforcing bars. Clean-out openings of sufficient size shall be provided at the bottom of all cells at each lift batch. Before grouting, all obstructions and debris shall be removed from the inside of the cells and from the GROUTING : All cells shall be filled solid with grout. maximum height of grout pour shall be four feet per overhanging mortar shall be removed from the insides of the cells immediately. No tooling shall be allowed. with mortar . Solidly fill head joints. Raking shall be held to a minimum. No toothing shall be allowed. Any LAYING : In placing mortar in horizontal joints, the bottom ends of the unit shall be completely covered smooth concrete with with aggregate exposed before start of laying. period of one hour or longer. The top surface of the concrete foundation or other bed joints must be clean. , minimum of one and one-half inches below the uppermost unit at all times when grouting is stopped for a CONSTRUCTION JOINTS : Construction joints shall be formed by stopping the grout pour for a Any mortar which is not used within the hour after initial mixing shall not be used. then thoroughly working the water into the mix. Tempering by splashing water over the mix is not permitted. minutes. Tempering shall shall only be performed by dropping water into a basin formed in the mortar and be mixed first and then the cement and the lime are addedin that order. Minimum mixing time shall be four MIXING : Mortar shall be thoroughly machine-mixed with the proportions specified. Water and sand shall measuring not less than 3 inches by 3 inches, except where open-ended units are used. cells to be filled. The vertical alignment shall be sufficient to maintain a clear , unobstructed vertical flue Alignment of vertical cells : all masonry units shall be built to preserve unobstructed vertical continuity of the or openings of any type are allowed unless indicated on the plans. any other type shall be embedded unless their location has been detailed on the plans. No chases, recesses predetermine the coursing of block work with that of other trades. No plumbing pipe, conduit or material of to laying masonry units, the Contractor shall carefully check elevations of the various offsets and surfaces. Masonry units shall be laid to true, straight lines with all surfaces plumb and corners square. Prior When cutting is necessary, all cuts shall be neat, regular and shall be gauged and ground to smooth Surfaces shall be clean and free from dirt when incorporated into the walls.

GENERAL : Masonry shall be laid in running bond and shall be cured and dried before being used. bar if bars of two different sizes are used.
indicated , they shall be a minimum of 40 bar diameters and well staggered. Use the lap length of the larger indicated on the plans. All reinforcing steel shall be lapped as indicated. Where laps or splices are not REINFORCING : Reinforcement shall conform to A.S.T.M. A-615 grade 40 of size and spacing as submitted to and approved by the Architect/Engineer in writing.

ADMIXTURES : Admixtures will not be permitted in mortar or grout unless substaining data has been inch , based on dry, loose volume.
parts sand and not less than one and one-fourth parts nor more than two parts pea gravel, maximum size 3/8 psi at age 28 days. Grout shall consist of one and one-fourth parts Portland Cement to no more than three GROUT : Grout shall conform to A.S.T.M. C-476 and develop a minimum compressive strength of 2000 matter or any other harmful substance.

WATER : All water used shall be potable, clean and free from injurious amounts of oil, acid, alkali, organic pass the No. 100 sieve.
3/8" . Sand used in mortar shall shall conform to A.S.T.M. C-144 , except that not less than five percent shall AGGREGATE : Aggregate for masonry grout shall conform to A.S.T.M. C-404 , maximum size shall be LIME : Hydrated lime shall be type S and conform to A.S.T.M. C-207 CEMENT : Cement shall be Portland Cement and conform to A.S.T.M. C-150 , type I or type II. six percent of the cement content.
lime. The total clay content including that of in the sand shall not exceed two percent of the sand content or on dry loose volumes and not less than one-fourth nor more than one-half part lime puttyor dry hydrated 1800 psi in 28 days. Mortar shall be composed of one quart Portland Cement and four parts of sand based MORTAR : Mortar shall be type S conforming to A.S.T.M. C-270 with a minimum compressive strength of shall not be wet before being used.
discovered in the finish wall, they shall be promptly removed and replaced with new blocks. Masonry units days when placed in the structure. Chipped or cracked blocks shall not be used. If any such blocks are oven-dried condition shall not exceed 0.05% maximum. Masonry units shall have cured for not less than 28 with a minimum compressive strength Fm =1500 psi. The linear shrinkage from the saturated to the masonry units suitable for bearing wall construction. Units shall be Grade N-1 conforming to A.S.T.M. C-90 , CONCRETE MASONRY UNITS : Concrete masonry units shall be natural grey , hollow, open-end provided.

INSPECTION : Special inspection as required by section 1704 of the C.B.C. shall be made. All welding shall conform to the Structural Welding Code of the American Welding Society.

WELDING : All welding shall be performed with E-60 electrodes by welders certified for the welds to be Architect/Engineer.

HOLES : All holes shall be 1/16" oversize, burning of holes is not permitted without written approval by the alternate method.
concrete. All steel exposed to the weather shall be galvanized or protected from corrosion by an approved CORROSION PROTECTION : All steel shall receive one coat of shop paint unless embedded in Architect/Engineer prior to fabrication.
approved by the building department. Contractor shall submit shop drawings for approval by the Fabrication and Erection of Structural Steel for Buildings. All steel fabrication shall be performed in a shop FABRICATION : Fabrication and erection shall be in accordance with A.I.S.C. Specifications for Design, SOILS ENGINEER : STRUCTURAL ENGINEER : ENERGY CALCULATIONS : LANDSCAPE ARCHITECT :

BUILDING CODES : All construction shall be per 2018 International Building Code (I.B.C.) and any amendments by the :

CONSULTANTS : All work shall be done in accordance to the plans and specifications of the following consultants :

SAFETY : The Contractor shall be solely responsible for safety on the jobsite and adhere to all Federal, Local State and O.S.H.A. safety regulations.

CONSTRUCTION , BRACING AND SHORING
CHANGE ORDERS : No verbal change orders shall become legal and binding until approved by writting by the Architect/Engineer.

SHOP DRAWINGS
reported to the Architect prior to ordering materials and starting construction.

DISCREPANCIES : The Contractor shall verify all dimensions, elevations, materials and conditions prior to starting construction. any discrepancies shall be SIMILAR CONDITIONS : Conditions not specifically detailed shall be built to conform with similar construction.

Redwood
D.F.

D.F.

D.F.

D.F.

SPECIES
S4S
S4S
S4S
S4S
S4S

SURFACE
Commercial
Pressure-treated
Construction
No. 1 or better
No. 1 or better
GRADE

GRADING
Decking
Mud Sill
Studs
Beams & Posts
Joists & Rafters
ITEM
NAILS : Nails shall be common wire nails. Nails exposed to the weather shall be galvanized.

PLYWOOD : Plywood shall conform to U.S. Product Standards PWS 1-74 with exterior glue, grade stamped A.P.A. See framing plans for additional specifications.

FRAMING HARDWARE
value (ie. more nails, larger bolts, etc.) shall be used. manufacturer's recomendations. Where more than one size fastener is available, the fastener with the higher is permitted with written approval from the Architect/Engineer. Framing hardware shall be installed per FRAMING HARDWARE : All framing hardware shall be Simpson Company. An alternate namufacturer NAIL GUNS : The use of nail guns shall not be permitted unless approved by the Architect/Engineer. immediately before finishing of construction which will make them inaccessible. be galvanized. All nuts shall be tightened when placed and re-tightened at completion of project or bearings or heads and nuts of bolts and lag screws. Bolts, nuts and washers exposed to the weather shall BOLT HOLES : Bolt holes shall be 1/16" oversized. Standard steel cut washers shall be used at all nailing, , holes shall be pre-drilled. All split lumber shall be replaced. or noted on plans or approved in writing by the Architect/Engineer. Where there is a chance of splitting from CUTTING AND NOTCHING : No structural member shall be cut or notched unless specifically shown plate.
grout, minimum 3/8" thick. See foundation plan for size and spacing of anchor bolts. minimum 2 bolts per WOOD SILLS : Wood sills shall be set on a smooth, level foundation or on a continous bed of cement

WORKMANSHIP
Architect/Engineer.

WELDING : No welding of reinforcing bars is permitted unless authorizedf in writing by the allowed. All bars are to be bent one time only.

BENDS : All reinforcing bar bends are to be made cold. Field bending of bars greater than #5 shall not be bar diameters.
away from the forms. Vertical reinforcing shall be secured top and bottom and at intervals not to exceed 160 support. All reinforcing steel shall be securely wired in place and adequately supported above groundand walls beams, grade beams, etc. shall be as follows : top bars at centerline of support, bottom bars at the bars shall have a lap of 36 bar diameters and the s[plices shall be greater than five feet apart. Splice bars in SPLICES : Reinforcing shall be spliced as indicated in drawings. Where additional splices are needed, ramps and similar items.
ornaments, clips or grounds required to be cast into the concrete and for the extent of depressions, curbs, ARCHITECTURAL ITEMS : Contractor shall refer to Architectural Drawings for mold, grooves, CORING : Coring shall not be permitted in any concrete unless approved in writing by the Engineer. inches.
slab or be placed in a slab less than four inches thick. Minimum clear distance between conduits shall be six conduit placed in a concrete slab shall have an outside diameter greater than one-third the thickness of the concrete except where specifically shown on plans or approved in writing by thwe Architect/Engineer. No Pipes, sleeves or chases except electrical conduits less than 1" in diameter shall not be embedded in the conduits shall be securely tied in the forms before placing the concrete to prevent their movement.

INSERTS : Inserts to be cast in concrete such as reinforcing, dowels, bolts, anchors, pipes, sleeves and joints not detailed on plans.
aggregate solidly embeded. The Contractor shall obtain the Engineer's written approval for all construction CONSTRUCTION JOINTS : Construction joints shall have the entire surface removed to expose clean to support shoring above.
applicable. Shoring shall not be removed until concrete has reached design strength or if shoring is needed Contractor shall design shoring to include any construction loads and loads from shoring above where SHORING : Contractor shall be solely responsible for design and construction of bracing and formwork.

DEBRIS : All debris shall be removed from forms prior to placing of concrete. shall not exceed five feet, using a sufficient number to ensure the concrete being kept level at all times. aggregates. Use hoppers, chutes or trunks of varying lengths so that the free unconfined fall of concrete specification 301 . Concrete shall not be dropped through reinforcing steel so as to cause the segregation of PLACEMENT OF CONCRETE : Placement of concrete shall be in conformance with A.C.I. by keeping it continuously in a moist condition for a minimum of five days after placement.

EHNHSWDWDPLQLPXPWHPSHUDWXUHRIƒ)DQGDPD[LPXPWHPSHUDWXUHRI ƒ)&RQFUHWHVKDOOEHFXUHG
CURING : Mix Operations shall conform to A.S.T.M. C-94 During mixing, placing and curing concrete shall

WORKMANSHIP
WELDED WIRE FABRIC : Welded wire fabric shall conform to A.S.T.M. A-185 proper bonding.

Reinforcement shall be free from any dirt, concrete, grease, rust or other foreign substance that may prevent plans. deformations shall be in accordance to A.S.T.M. A-305 REINFORCING : All reinforcing shall conform to A.S.T.M. A-615 Grade 40 unless otherwise noted on Architect/Engineer.

ADMIXTURES : Admixtures shall not be added to the concrete unless approved in writing by the WATER : Water in mixing concrete shall be potable and free from deleterious substances. aggregate shall be 3/4 inch.

AGGREGATE : Concrete aggregate shall be hardrock and conform to A.S./T.M. C-33 ; maximum size of PORTLAND CEMENT : Portland Cement shall be type I and confirm to A.S.T.M. C-150 SLAB ON GRADE : .............. 2,500 P.S.I.

FOOTINGS : ........................ 2,500 P.S.I.
noted. Concrete shall develop a minimum compressive strength at an age of 28 days as follows :

GENERAL : All concrete used in this work shall be regular weight concrete (145 P.C.F.) unless otherwise

MATERIALS

MATERIALS

ABBREVIATIONS
E.

D.

C.

B.

A.

C.

B.

A.

H.

G.

F.

WORKMANSHIP

MATERIALS

MASONRY

WORKMANSHIP

MATERIALS

STRUCTURAL STEEL
D.

C.

B.

A.

GLUE LAMINATED TIMBER
M.

L.

K.

J.

I.

H.

G.

F.

E.

D.

C.

B.

A.

G.

F.

E.

D.

C.

B.

A.

TIMBER

CONCRETE
E.

D.

C.

B.

A.

D.

C.

B.

A.

G.

F.

E.

D.

C.

B.

GENERAL
A.
2022 CALIFORNIA BUILDING CODE, 2022 CALIFORNIA MECHANICAL CODE, 2022 CALIFORNIA PLUMBING CODE, 2022 CALIFORNIA ELECTRICAL CODE, 2022 CALIFORNIA RESIDENTIAL CODE, 2022 CALIFORNIA GREEN BUILDING CODE, 2022 CALIFORNIA TITLE-24 ENERGY CODE : Prior to fabrication, the Contractor shall submit to the Architect/Engineer for approval shop drawings for all structural steel, reinforcing steel, glue laminated beams and prefabricated trusses. Shop drawings are not change orders but rather serve to demonstrate to the Engineer the the Contractor understands the requirements and design concepts of the plans, details and specifications. : The Contractor shall be solely responsible for all bracing and shoring required during construction until all construction is complete. The Contractor shall not store construction materials or operate construction equipment in a manner such that the design live loads of the structure are exceeded. No construction material shall in overhanging framing. : All lumber shall conform to the following tables unless otherwise noted on plans. Maximum moisture content of lumber shall be 19 % All douglas fir lumber which is exposed to weather shall be pressure-treated or protected with an approved alternate method. All grading shall conform to the rules and regulations of a recognized grading agency.
: Framing hardware shall be Simpson Company or approved equal. All hardware exposed to the weather shall be galvanized or protected from corrosion by an approved alternate method All nailing shall conform to the following table : TABLE 2304.10.1 C.B.C.

EDWARD L. RINEHART
A.I.A. ARCHITECT
107 Church Street
Salinas, California 93901
phone : (831) 422-1046
A-6
6 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

1 4" = 1'-0"

ELECTRICAL PLAN
(N) TOILET
(E) OFFICE
S
$œ=D<
4E3D
TO EXT., TYP.

COUNTDOWN TIMER SWITCH
WITH MAX. SETTING OF
10 MINUTES
(N) EXHAUST LED LT./FAN
COMBO. BROAN AE80BL
OR EQUAL 80 CFM
(N) ILLUMINATED EXIT SIGN

TO BE LIGHTED AT ALL
TIMES & WITH 2- LAMP

BATTERY POWERED

EMERGENCY LIGHTS
PER CBC 1013.6.3
(N) 60W. EQUIVALENT LED
WALL MOUNTED DOWN LIGHT.

LIGHT TO HAVE BATTERY PACK

FOR EMERGENCY EGRESS
LIGHTING PER CBC 1008.3.4
CODE COMPLIANCE: All work shall conform to and be performed in accordance with codes, standards, and ordinances as set forth by the authorities having jurisdiction and their latest adopted editions (in effect at time of building permit application) of the following publications:
(a) California Code of Regulations Title 24; includes 2022 California Electrical Code, California Fire Code, California Building Code, etc. With California and other local amendments as applicable.
(b) Americans with Disabilities Act (ADA)

1. 2. SAFETY: The Electrical Contractor is responsible to maintain all equipment in a safe and responsible manner. Keep dead front equipment in place while equipment is energized. Conduct all construction operations in a safe manner for manner for employees as well as other workpersons or anyone visiting the job site. Provide barriers, flags, tape, etc. as required for safety. The Contractor shall hold all parties harmless of negligent safety practices which may cause injury to others on or near the job site.

3. LABEL panels, cabinets, backboards, main devices, safety switches, contractors and other specifically designated equipment shown on plans. Use engraved laminated plastic nameplates attached by screws or rivets. Neatly and indelibly label conduit destinations on both visible ends of conduit runs where conduits terminate at designated enclosures, structures or equipment (including pull and splice boxes). Correct existing panel directories and field-labeled designations to reflect new conditions.

4. FUSING: All fusible safety disconnect switches shall be provided with dual-element time delay type fuses sized and rated per equipment manufacturers' recommendations. Verify with equipment nameplate before installation.

5. EQUIPMENT GROUNDING CONDUCTORS shall be installed in ALL power system raceways.

6. MINIMUM CONDUIT SIZE shall be 3/4" unless noted otherwise on plans.

7. PULLROPES: Any raceway without cable or wire shall be installed with minimum 200 pound test pull line and larger if required by serving utility company. Any new or existing communication or signal raceway routed between buildings, signal cabinets, and/or signal closets with future capacity shall be installed with minimum 200 pound test pull line as well as the called for cable.

8. EXISTING CONDITIONS: Information shown for existing conditions was primarily gained from "as built" drawings and/or limited field investigation.

Before bid, visit site to verity existing conditions and make allowance for variations from that shown.

9. CLOSELY COORDINATE OUTAGE AND FACILITY DISRUPTION TIME with Architect and Owner. Minimum 72 hour notice is required before any circuit shutdown or disruption of facility personnel functioning.

10. BEFORE CONSTRUCTION, PROVIDE SUBMITTALS of proposed products for Owner review and approval. All equipment and materials shall be new and listed, labeled or certified for its use by a Nationally Recognized Testing Laboratory (NRTL) as recognized by the US Dept. of Labor, Occupational Safety and Health Administration. The quality and suitability of all products and materials shall conform to the standards and practices of this trade.

11. THE ELECTRICAL PLANS indicate the general layout and arrangement; exact locations shall be determined by the architectural drawings and field conditions. Field verify all conditions and modify as required to satisfy design intent. Maintain all required working clearances.

12. DISCREPANCIES shall be brought immediately to the attention of the Architect for clarification. Any changes shall be approved by the Architect Prior to rough-in, refer to architectural plans which shall take precedence over electrical plans with respect to locations.

13. PROFESSIONAL AND APPEARANCE of all installations shall be in accordance with accepted practices of this trade. Installation methods shall conform to manufactures' specifications. The Contractor shall provide the job with qualified journeymen and helpers in this trade for the duration of the job. It is the Contractor's responsibility to communicate with and keep the job superintendent appraised of changes or clarifications, etc.

14. THE INTENT OF THESE SPECIFICATIONS is to establish a standard of quality for materials and equipment. Therefore, some items are identified by manufacturer or trade name designation. Substitutions shall be subject to the Architect's approval. Samples of the proposed and substitute materials may be required for inspection prior to approval. Costs, if any for evaluation of substitutions shall be the Contractor's responsibility. The decision of the Architect shall be final. Where the substitution will affect other trades, coordinate all changes with those trades concerned and pay any additional costs incurred by them as a result of this substitution.

Approval of substitutions shall not relieve the Contractor from providing an operational system in accordance with all applicable codes and ordinances.

15. STORAGE OF EQUIPMENT for the job is the responsibility of the Electrical Contractor and shall be scheduled for delivery to the site as the equipment is required. Damage to the equipment delivered to the site or in transport to the job shall be the responsibility of the Electrical Contractor.

16. PROVIDE TEMPORARY CONSTRUCTION POWER to the construction site.

The payment for construction power metering and energy charges shall be the responsibility of the Contractor.

17. ALL POWER SYSTEM CONTRACTORS shall be copper with type THHN/THWN insulation.

18. MOTOR CONTROLS shall be manual or magnetic with motor overload thermal relays. Individual thermal elements sized to the correct motor full load amps shall be used. Provide correct NEMA rated enclosure. Select proper voltage, class, size and horsepower rating. Select the correct coil voltage if magnetic.

19. PROVIDE NEAT AND ACCURATE FIELD RECORD DRAWINGS to Owner upon completion of work.

20. GUARANTEES: All equipment and labor shall be guaranteed and warranted free of defects, unless otherwise stated to be more restrictive, for a period of one year from the date of final acceptance by the Owner.

A written warranty shall be presented to the Architect at the time of completion prior to final acceptance. Equipment deemed to be damaged, broken or failed shall be repaired or replaced at no additional cost to the Owner.

21. ALL MECHANICAL ELECTRICAL equipment shall be braced or anchored to resist horizontal forcesacting in direction using the following criteria:

Equipment on grade 20% of Operating Weight
Equipment on structure 30% of Operating Weight
For flexibly mounted equipment use 4x the above values, and simultaneous vertical force use 1/3x the horizontal force.

The above values are the seismic importance factor, I=1.0 and Seismic Zone Factor, Z=0.4.

Where anchorage details are not shown on the drawings the field installation shall be subject to the approval of the Mechanical Electrical Engineer, and the Field Engineer of the Division of the State Architect.

22. ALL WORK is new unless otherwise noted.

GENERAL NOTES

ALL ELECTRICAL RECEPTACLES
LOCATED WITHIN 6 FEET OF A SINK
ARE TO BE GFCI PROTECTED.

1. RECEPTACLE NOTES:

SWITCHES & CONTROLS +48" A.F.F. MAX.

OUTLET +15" A.F.F. MIN.

TO THE TOP OF THE OULET BOX, PER CBC 11B-308.1.1.

TO THE BOTTOM OF THE OULET BOX AND 48" MAX. A.F.F.

TO THE TOP OF THE OUTLET BOX PER PER CBC 11B-308.1.2.

SWITCH AND OUTLET NOTES
+12"
G.F.I.

TANKLESS W.H.

MOUNT +9" MIN.

A.F.F. FROM

BOTTOM OF UNIT
S
(E) PANEL P1
100A.
2 1/2"C, 4 1/0
& 1 #6 GND
(N) 2'x4' 67W. LED SURFACE
MOUNTED.

SHADED LIGHTS TO BE EQUIPPED

WITH BATTERY PACKS FOR
EMERGENCY EGRESS LIGHTING.

EMERGENCY LIGHTING SHALL

PROVIDE POWER FOR A DURATION
OF NOT LESS THAN 90 MINUTES
PER CBC 1008.2, 1008.3, 1008.3.3,
1008.3.4.
(E)
(N) +18"
(E)
(E) (E)
(E)
(E) GAS METER
G.F.I.
(W.P.)
(N) 20A.

OUTDOOR

MINI SPLIT

CONDENSER
UNIT
ON CONC.

PAD
INDOOR

MINI SPLIT

EVAPORATOR
UNIT
(E) SUB PANEL P1
21 22
39 40
330

3.00 1.05

2.34 KVA Phase A
KVA Phase B
KVA Phase C
540 1800
- 41 42
-
31 32
- 35 36
37 38
33 34
20/1
26 28
25 27
29 30
23 24
Total Load KVA 6.39
Total Load Amperes 17.75
720 1800 1200
4 6
3 5
540
13 14
17 18
19 20
15 16
9 10
11 12
7 8
330
A
NEMA 1
Mains: MLO
Load
Voltage
Wire:

Type:
4W
!" " (F
#œ
NQOD
B C Brkr Ckt abc Ckt Brkr
1 2
1800
A.I.C.

SURFACE
10,000
A B C
720
Load
Feed: TOP
100
Mounting:

Bussing:
20/1
-
-
1800
-
-
-
1200
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-

LIGHTING - OFFICE/TOILET RECEPTS - OFFICE

SPARE ONLY
RECEPTS - W.H.

IRRIGATION

SPARE ONLY
(N) +18"
P1-3
S
DED.

P1-4
P1-5
P1-2

RECEPTS - OFFICE
P1-1

RECEPTS - MINI SPLIT

MECHANICAL CONTRACTOR TO COMPLY WITH THE
MANDATORY MEASURES OF CHAPTER 5 IN CAL GREEN:

1. BUILDING MAINTENANCE AND OPERATION TO BE
PER CAL GREEN SECTION 5.410 SEE SHEET GP-1.

2. POLLUTANT CONTROL PER CAL GREEN SECTION

5.504 SEE SHEET GP-1.

3. INDOOR MOISTURE AND RADON CONTROL PER CAL
GREEN SECTION 5.505.1 SEE SHEET GP-1.

4. AIR QUALITY AND EXHAUST PER CAL GREEN SECTION

5.506.1 FOR OUTSIDE AIR DELIVERY SEE SHEET GP-1.

5. CARBON DIOXIDE (CO 2) MONITORING PER CAL GREEN
SECTION 5.506.2 SEE GP-1.

6. OUTDOOR AIR QUALITY PER CAL GREEN
SECTION 5.508.1 & SECTION 5.508.2 SEE GP-1.

E-1
2 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

NORTH
FREEDOM BLVD.

QUINN AVENUE
A.P.N. - 014-032-17

PRELIMINARY PHOTOMETRIC PLAN
1" = 20.00'
E-2
2 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

1 4" = 1'-0"

PLUMBING PLAN
(E) GAS METER

PLASTIC
C.I.P. OR A.B.S.

TYPE "L" COPPER
SCHEDULE 40 METALLIC PIPE
TYPE "L" COPPER
GAS

COLD WATER
LEGEND

HOT WATER RETURN
SEWER

HOT WATER

SAND/MUD LINE
A.B.S.

SAW CUT CONCRETE AREA

FIXTURE SCHEDULE
MAKE / MOD. #
2 MARK

DESCRIPTION
C.W. H.W. W V

CONNECTION SIZE (INCHES) REMARKS
3 4

GENERAL NOTES
ALL WORK SHALL CONFORM TO 2022 C.P.C. AND LOCAL CODES.

THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION, SIZE AND DEPTH OF EXISTING SERVICE LINES PRIOR TO START OF ANY WORK.

CONTRACTOR SHALL PROVIDE MATERIALS LABOR AND EQUIPMENT TO COMPLETE

EXTEND AND CONNECT COLD WATER, HOT WATER, WASTE, VENT AND GAS LINES AS APPLICABLE TO ALL FIXTURES, APPLIANCES AS NECESSARY.

FOR PLACEMENT OF PLUMBING FIXTURES COORDINATE WITH ARCHITECTURAL DRAWINGS FOR WALL AND PARTITION CONSTRUCTION.

CLEAN OUTS SHALL BE PER FIXTURE SCHEDULE OR EQUAL.

VENT PIPES SHALL BE INSTALLED DIRECTLY ABOVE WASTE LINES.

TRAP PRIMER SHALL BE PROVIDED FOR FLOOR SINKS AND FLOOR DRAINS.

7. 8.

9. ALL INDICATED WORK IN A TIMELY FASHION.

4. 5.

6. 1.

2. 3.

ALL FAUCET CONTROLS SHOULD BE OPERABLE WITH THE HAND AND NOT REQUIRE TIGHT GRASPING.

10. ALL WATER CLOSET CONTROLS SHALL BE ON THE SIDE OF TANK AWAY FROM THE WALL.

11. 12. ALL PLUMBING FIXTURES, FAUCETS AND SHOWER HEADS SHALL COMPLY WITH CEnC MAXIMUM FLOW REQUIREMENTS (1.8 GPM FOR SHOWER HEADS @ 80 P.S.I. , 0.5 GPM MAX. FOR FAUCETS @ 60 P.S.I.,

0.125 GALLONS/FLUSH MAX. FOR WALL MOUNTED UNRINALS)

13. ALL WATER HEATERS SHALL BE LISTED IN THE CALIFORNIA ENERGY COMMISSION LIST OF APPROVED WATER HEATERS.

14. SERVICE HOT WATER PIPING SHALL BE INSULATED IN ACCORDANCE WITH SEC. 123 AND TABLE 1-G OF THE BUILDING ENERGY EFFICIENCY STANDARDS.

ALL APPLIANCES AND WATER HEATER MUST COMPLY WITH THE STATE OF CALIFORNIA BUILDING ENERGY EFFICIENCY STANDARD.

15. 16. ALL HOSE BIBS AND JANITOR SINK FAUCETS SHALL BE EQUIPPED WITH PERMANENTLY MOUNTED VACUUM BREAKERS.

17. ALL FLOOR DRAINS SHALL BE PROVIDED WITH AN APPROVAL METHOD OF MAINTAINING THE LIQUID SEAL WIN THE "P" TRAP.

18. ALL TOILETS AND URINALS SHALL BE OF THE "ULTRA FLOW FLUSH" TYPE.

WASTE LINES SHALL BE A.B.S. PER CITY STANDARD. VENT PIPES SHALL BE A.B.S. HOT AND COLD WATER PIPES SHALL BE TYPE "L" COPPER. GAS PIPING SHALL BE BLACK STEEL (SHALL BE WRAPPED UNDERGROUND).
1 (E) CLEAN OUT
JR SMITH 4032
~ ~ ~ ~

TOP SET WITH FLOOR

LAVATORY
AMERICAN STD. 0321.026
1 2"
1 2" 1
1 2" 1
1 2"

0.5 GMP @ 60 psi
A.D.A. APPROVED
AMERICAN STD. 2168.100
TOILET
1 2" ~ 3" 2"
A.D.A. APPROVED

1.28 GAL./FLUSH
EEMAX SPEX2412
POINT OF USE W.H.
1 2" ~ ~
10 3
4"x5
1 4"x3", MOUNT +9" MIN.

A.F.F. FROM BOTT. OF UNIT

2.4 kW. SEE NOTE BELOW FOR MORE INFO.
1 2"
POINT OF USE WATER HEATER NOTE:

HOT WATER DELIVERED FROM PUBLIC-USE LAVATORIES

SHALL BE LIMITED TO A MAXIMUM TEMPERATURE OF
!" ¡62I145F935D81D3?=@<95CG9D81CC5
1070/ASME A112.1070/CSA B125.70. THE WATER

HEATER THERMOSTAT SHALL NOT BE CONSIDERED A
CONTROL FOR MEETING THIS PROVISION.

TO GAS MAIN
5$œC
C
=19>

VERIFY LOCATION
>"œC
C

(N) 1
1 2œC
C

>$œC
C

(N)
1 2"
(E) 3
4"
(N)
1 2" (N) 3
4"

AS REQUIRED

REPAIR CONCRETE

SAWCUT CONCRETE
AS PER
3 -
1 3
2 4

TO SEWER MAIN

TO WATER

METER &
WATER MAIN >$œC
C

5 CLEAN OUT
JR SMITH 4032
~ ~ ~ ~

TOP SET WITH FLOOR
5 TO SAND/MUD INTERCEPTOR,
SEE SHEET A-1 SAND/MUD INTERCEPTOR,
SEE SHEET A-1 FOR LOCATION
6 ~ ~ 4" ~
750 GAL. - 25 GPM. INGROUND

SAND/MUD INTERCEPTOR
6 >$œC
C

D?5$œC
C
=19>

TO (N) CATCH BASIN AT

CARPORT/CAR WASHING,
SEE SHEET A-1 FOR LOCATION
>$œ1
2 C
5 5
LABELED "WATER", "GAS",

WITH STEEL COVER
BROOKS PRODUCT #3 RT
PRECAST CONC. BOX

OCCURS BELOW BOX

EXTENSION WHERE VALVE

USE ORANGEBURG PIPE

AROUND IN UNPAVED
18" x 18" x 6" CAST CONC.

TO BUILDING
AREA

BUILDING WALL

DISTRIBUTION SYSTEM

FROM WATER OR GAS
OFF VALVE BOXES WITHIN 10'-0"
NOTE: ALL CLEAN-OUT OR SHUTC PARALLEL TO SIDEWALK OR

OF EACH OTHER SHALL BE ON
OR "SPRINKLER"
2 WITH COVER

OF LINE OCCURS

FINISH GRADE

BUILDING WALL

PARALLEL TO SIDEWALK OR

OTHER SHALL BE ON AND
WITH IN 10'-0" OF EACH

SHUT-OFF VALVE BOXES
NOTE: ALL CLEAN-OUT OR

CL AS REQ'D
1 UNPAVED AREA
CONC. AROUND IN
18" x 18" x 6" CAST

FERRULE AND PLUG

CLEAN-OUT PLUG BRASS
LABLED COVER "SEWER"

BRASS PLUG WHERE END
PRE-CAST CONC. BOXBROOKS PRODUCTS #3RT

NO SCALE
3 6" 12"
(E) CONC. SLAB

IN DIAMETER HOLE

NON-SHRINK GROUT
#4 DOWEL SET WITH
#4 REBAR TIES @ 32" O.C.

W/#3 BARS @
(N) CONC. SLAB
16" O.C. E.W.

P-1
1 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

PLANT LIST
Q/Size
Trees
2/24" Box Cordia Boissieri - Texas Olive, Cordia
1/24" Box Ilex Vomitoria - Yaupon
Groundcover
1 gal. @ 5'-0" o.c. Ceanothus 'Centennial' - Centennial Ceanothus 1 gal. @ 5'-0" o.c. Ceanothus gloriosus 'Heart's Desire' - Pt. Reyes Ceanothus 1 gal. @ 24" o.c. Vinca Minor - Dwarf Periwinkle
1 gal. @ 24" o.c. Hemerocallis 'Evergreen Yellow' - Everygreen Daylily 1 gal. @ 24" o.c. Chamaemelum Nobile - Roman Chamomile
At Bioretention area Shrubs
5 gal. @ 3'-0" o.c. Juncus Patens - California Grey Rush 5 gal. @ 2'-0" o.c. Iris Pseudacorus - Yellow Flag
5 gal. @ 2'-0" o.c. Deschampsia Cespitosa - Tufted Hairgrass 5 gal. @ 2'-0" o.c. Iris Douglasiana - Douglas iris
Sod 'No Mow' Sod - By Pacific Seed Co.

Shredded Redwood Bark Mulch - 3" Deep Layer
3/15 gal. Chilopsis Linearis - Desert Willow
3/15 gal. Cercis Occidentalis - Western Redbud
Shrubs
5 gal. @ 5'-0" o.c. Pittosporum T. 'Variegata' - Variegated Tobira 5 gal. @ 4'-0" o.c. Rhaphiolepis U. 'Minor' - Yeddow Hawthorn 5 gal. @ 3'-0" o.c. Dietes G. 'Variegata' - Striped Fortnight Lily 5 gal. @ 3'-0" o.c. Dietes grandiflora 'Sunstripe' - Yellow Striped Fortnight Lily 5 gal. @ 2'-0" o.c. Nandina D. 'Compacta' - Heavenly Bamboo 5 gal. @ 2'-0" o.c. Agapanthus 'Tinkerbell' - Dwarf Veriegated Agapanthus 5 gal. @ 4'-0" o.c. Arctostaphylos B. 'Louis Edmunds' - Manzanita 3/15 gal. Tristania Laurina - Water Gum
5/15 gal. Arbutus Unedo - Strawberry Tree
4/15 gal. Pyrus C. 'Chanticleer' - Flowering Pear
Compost Soil
Turf
NORTH
FREEDOM BLVD.

QUINN AVENUE
A.P.N. - 014-032-17

PRELIMINARY LANDSCAPE PLAN
1" = 20.00'
15'-0"
MIN. 30" OBSTRUCTIONS
MIN. 30" OBSTRUCTIONS
Cordia Boissieri - 1
Ilex Vomitoria - 1
Cordia Boissieri - 1
Cercis Occidentalis - 1
Chilopsis Linearis - 1
Cercis Occidentalis - 1
Chilopsis Linearis - 1
Cercis Occidentalis - 1
Chilopsis Linearis - 1
Sod
Sod
Sod
Juncus Patens - 8
Deschampsia Cespitosa - 7
Iris Pseudacorus - 6
Iris Douglasiana - 12
Iris
Pseudacorus - 12
Deschampsia Cespitosa - 5
Juncus Patens - 8
Iris Douglasiana - 7
Iris Pseudacorus - 6
Deschampsia Cespitosa - 6
Iris Douglasiana - 7
Iris Pseudacorus - 9
Juncus Patens - 6
Iris Douglasiana - 10
Deschampsia Cespitosa - 6
Iris Pseudacorus - 9
Juncus Patens - 5
Iris Douglasiana - 5
Deschampsia Cespitosa - 4
Iris Pseudacorus - 6
Juncus Patens - 4
Iris Douglasiana - 5
Deschampsia Cespitosa - 4
Ceanothus 'Centennial' - 6 Ceanothus 'Centennial' - 7
Ceanothus gloriosus 'Heart's Desire' - 8
Arctostaphylos B. 'Louis Edmunds' - 6
Arctostaphylos B. 'Louis Edmunds' - 3
Pittosporum T. 'Variegata' - 4
Rhaphiolepis U. 'Minor' - 8
Rhaphiolepis U. 'Minor' - 3
Rhaphiolepis U. 'Minor' - 2
Pittosporum T. 'Variegata' - 4
Arctostaphylos B. 'Louis Edmunds' - 3
Dietes G. 'Variegata' - 4
Dietes grandiflora 'Sunstripe' - 6
Dietes grandiflora 'Sunstripe' - 4
Dietes G. 'Variegata' - 2
Dietes grandiflora 'Sunstripe' - 2
Rhaphiolepis U. 'Minor' - 1
Arctostaphylos B. 'Louis Edmunds' - 1
Tristania Laurina - 1
Arbutus Unedo - 1
Pyrus C. 'Chanticleer' - 1
Arbutus Unedo - 1
Pyrus C. 'Chanticleer' - 1
Tristania Laurina - 1
Arbutus Unedo - 1
Pyrus C. 'Chanticleer' - 1
Tristania Laurina - 1
Arbutus Unedo - 1
Ceanothus 'Centennial' - 2
Ceanothus 'Centennial' - 3
Ceanothus gloriosus 'Heart's Desire' - 4
Dietes G. 'Variegata' - 3
Agapanthus
'Tinkerbell' - 5
Dietes G. 'Variegata' - 3
Vinca Minor - 15
Hemerocallis
'Evergreen
Yellow' - 10
Chamaemelum Nobile - 7
Chamaemelum
Nobile - 5
Arbutus Unedo - 1
Pyrus C. 'Chanticleer' - 1
Dietes G. 'Variegata' - 2
Nandina D. 'Compacta' - 5
Dietes G. 'Variegata' - 5
Turf
Shredded Redwood Bark Mulch - 3" Deep Layer
15'-0"
Hemerocallis
'Evergreen
Yellow' - 9
Vinca Minor - 5
Agapanthus Nandina D. 'Compacta' - 3 'Tinkerbell' - 2
Rhaphiolepis U. 'Minor' - 1

TREES TO BE PLANTED IN

UNLINED TREATMENT

AREAS ON A NATIVE SOIL
PEDESTAL.

ALL PLANTING BEHIND EARTH BERM

EARTH BERM, SEE CIVIL
L-1
3 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

Tree Planting
No Scale
Landscape Details
Trenches/Lines
No Scale
B No Scale
Pop-Up Sprinkler
F
D Quick Coupling Valve
Below Grade
No Scale
No Scale C
Remote Control Valve
Filter/Regulator H
No Scale
Bubbler w/Flexible PVC Riser A
No Scale
Alternative Bubbler Detail J
Backflow Preventor
No Scale
Reduced Pressure E
No Scale G Wall Mount Controller
Shrub Planting
No Scale
1 K
L-2
3 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

Landscape Specifications
L-33
5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED

ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901 S TATE OF CA L I F ORN I

RENEWAL DATE
A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

T-1
2 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

T-2
2 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

N/A
A-1
A-1
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
T-1, T-2
N/A
N/A
P-1
N/A
N/A
N/A
Y P-1
Y P-1
Y P-1
Y P-1
Y P-1
Y P-1
Y P-1
Y P-1
Y P-1
Y P-1
Y P-1
N/A
N/A
N/A
N/A
CWMP

PROVIDED
Y
CWMP

Y PROVIDED
CWMP

PROVIDED
Y
N/A
Y A-1
N/A
N/A
N/A
N/A
N/A
Y P-1
Y P-1
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
Y A-4
Y A-4
Y A-4
Y A-4
Y A-4
Y A-4
Y A-4
Y A-4
Y A-4
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
EDWARD L. RINEHART, A.I.A. ARCHITECT
107 CHURCH STREET
SALINAS, CA 93901
5-23-23
C-26684
(831) 422-1046
Y
Y
A-1
A-1
Y
Y A-4
Y E-1
Y E-1
Y E-1
Y E-1
Y E-1
Y E-1
Y A-4
Y E-1
Y E-1
GP-1
1 5-23-23 2303
CAR AND TRUCK RENTAL LOT FOR :

ENTERPRISE RENT-A-CAR
WATSONVILLE - CALIFORNIA 95019
1926 FREEDOM BLVD.

OTHER THAN THE SPECIFIC PROJECT FOR WHICH THEY HAVE BEEN PREPARED AND DEVELOPED WITHOUT THE WRITTEN CONSENT OF THE ARCHITECT EDWARD L. RINEHART, A.I.A. ARCHITECT, AND NO PART OF SHALL BE COPIED, DISCLOSED TO OTHERS, OR USED IN CONNECTION WITH ANY WORK OR PROJECT FOR (C) COPYRIGHT 2023. THE DRAWINGS AND SPECIFICATIONS, IDEAS, DESIGNS AND ARRANGEMENTS REPRESENTED HEREBY ARE AND SHALL REMAIN THE PROPERTY OF

L I CENSED ARCHI TECT
107 CHURCH STREET - SALINAS - CALIFORNIA 93901

S TATE OF CA L I F ORN I

RENEWAL DATE A
EDWARD L. RINEHART
8-31-25
No. C-26684

OF SHEETS
SHEET NO.

A.I.A. ARCHITECT
EDWARD L. RINEHART
BY : ELR
DATE ISSUED :

REVISIONS :

Phone : (831)-422-1046 Fax : (831) 422-1952
e-mail : [email protected]

2. 3.

1. 4.

1 Reso No. ______ (CM)
Meeting Date: 011624 SWZ ______ RM ______ CDD ______
RESOLUTION NO.__________ (CM)

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF
WATSONVILLE APPROVING THE THIRTIETH (30TH) AMENDMENT TO THE WATSONVILLE 2005 GENERAL PLAN TO DESIGNATE THE
ENTIRE ASSESSOR’S PARCEL NUMBER 014-032-17 LOCATED AT
1926 FREEDOM BOULEVARD, WATSONVILLE, CALIFORNIA, TO

GENERAL COMMERCIAL
WHEREAS, in the year 2000, the Freedom/Carey Annexation brought 141.2 acres (423 parcels) of unincorporated land in the County of Santa Cruz, including single- and multi-family residential, commercial uses, public uses, and vacant land, into the City of Watsonville city limits, which included the parcel located at 1926 Freedom Boulevard; and WHEREAS, on July 17, 2006, the Minor Land Division Committee approved a Boundary Line Adjustment (PP2006-276) to modify the boundary line for 1926 Freedom Boulevard to create a 40,757-square-foot parcel at 1926 Freedom Boulevard and a 6,176- square-foot parcel at 21 Quinn Avenue. Previously, the single-family residence at 21 Quinn Avenue was located on the commercial parcel with the mobile home sales business. The staff report noted that 1926 Freedom Boulevard had dual zoning, with the portion fronting Quinn Avenue in the R-1 zoning district and the portion fronting Freedom Boulevard in the CT zoning district (General Plan Land Use Classifications GC and RLD), and that the zoning would not change as part of the boundary line adjustment; and WHEREAS, on January 22, 2007, the Minor Land Division Committee approved a Minor Land Division (PP2006-518) to divide a 41,077-square-foot commercial parcel at 1926 Freedom Boulevard into three separate parcels, including one 27,572-square-foot commercial parcel at 1926 Freedom Boulevard and two residential parcels of 6,027 square feet (Parcel 1) and 6,005 square feet (Parcel 2) along Quinn Avenue; and

2 Reso No. ______ (CM)
Meeting Date: 011624
WHEREAS, on February 23, 2009, the Minor Land Division Committee approved a one-year extension (PP2009-38) and modification to the conditions of approval of Minor Land Division #PP2006-518 to allow the division of a commercial parcel into three, including two for residential use at 1926 Freedom Boulevard. The approval included modifications to two conditions of approval (Conditions #10 & #11) that would have required the property owner to relocate a PG&E utility pole on the Freedom Boulevard frontage. The extension was valid until December 7, 2009; and WHEREAS, on March 8, 2010, the Zoning Administrator approved a one-year extension (PP2010-30) to Minor Land Division #PP2009-38/PP2006-518. The extension was valid until February 26, 2012; and
WHEREAS, on February 22, 2012, the Zoning Administrator approved a two-year permit extension of Minor Land Division #PP2010-30/PP2009-38/PP2006-518. The extension was valid until February 22, 2014; and
WHEREAS, on February 22, 2014, Minor Land Division #PP2012-47/PP2010- 30/PP2009-38/PP2006-518 expired because no action had been taken on the entitlements; and
WHEREAS, on October 9, 2018, City staff provided a Pre-Application Review Letter for Pre-Application #PP2018-185 regarding the proposed construction of an express carwash at 1926 Freedom Boulevard. Key issues identified in the letter included:
airport land use compatibility; noise and odor; access and circulation; traffic; lighting; impervious surfaces, drainage, and runoff; and required public improvements; and WHEREAS, on April 21, 2023, City staff provided a Pre-Application Review Letter for Pre-Application #PP2023-5103 regarding the proposed construction of a car and truck

3 Reso No. ______ (CM)
Meeting Date: 011624
rental lot (Enterprise Rent-A-Car) at 1926 Freedom Boulevard. Key issues identified in the letter included: airport land use compatibility, required site improvements (stormwater, utilities, trash enclosure, Freedom Boulevard frontage improvements), required General Plan and Zoning Code amendments, building improvements, lighting, and landscaping; and
WHEREAS, on August 21, 2023, Ed Rinehart, applicant, on behalf of Vikram Mittal, property owner, submitted applications for a General Plan Land Use Map Amendment and Zoning Map Amendment to change the Residential Low Density General Plan Land Use Classification and Single Family Residential-Low Density (R-1) Zoning on the rear portion of the parcel fronting Quinn Avenue to General Commercial General Plan Land Use Classification and Thoroughfare Commercial (CT) Zoning to match the land use classification and zoning on the rest of the lot and a Design Review Permit with Environmental Review and Special Use Permit to construct a car and truck rental lot (Enterprise Rent-A-Car) at 1926 Freedom Boulevard; and
WHEREAS, City Staff reviewed the project under the California Environmental Quality Act (CEQA) and determined that the project qualifies for a common sense exemption under California Code of Regulations Title 14, §15061(b)(3) because the General Plan Land Use Map Amendment does not have the potential for causing a significant effect on the environment and it can be seen with certainty that there is no possibility that the amendment may have a significant effect on the environment; and WHEREAS, on December 5, 2023, the Watsonville Planning Commission adopted Resolution No. 17-23 (PC) by a vote of 4-0 (with three commissioners absent),

4 Reso No. ______ (CM)
Meeting Date: 011624
recommending the City Council adopt the General Plan Land Use Map Amendment to designate the entire parcel General Commercial; and
WHEREAS, at this same meeting, the Watsonville Planning Commission approved a Special Use Permit and Design Review Permit (PP2023-5966) to allow the construction of a car and truck rental business on a 0.95-acre parcel located at 1926 Freedom Boulevard contingent upon City Council approval of a General Plan Land Use Map Amendment and Zoning Map Amendment to designate the entire parcel General Commercial and Commercial Thoroughfare (CT); and
WHEREAS, pursuant to Section 65358(b) of the Government Code, the General Plan may only be amended four (4) times during any calendar year; and WHEREAS, the proposed General Plan Amendment, if adopted, will be the thirtieth (30th) amendment to the Watsonville 2005 General Plan and the first (1st) amendment of the 2024 calendar year; and
WHEREAS, notice of time and place of the hearing to consider approval of Application No. PP2023-5966 was given at the time and in the manner where appropriate public noticing procedures have been followed and a public hearing was held according to Part 9: Public Hearing Notice Provisions of Chapter 14-10 (Administration and Procedure) of Title 14 (Zoning) of the Watsonville Municipal Code; and WHEREAS, the City Council has considered all evidence received, both oral and documentary, and the matter was submitted for decision.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF WATSONVILLE, CALIFORNIA, AS FOLLOWS:

5 Reso No. ______ (CM)
Meeting Date: 011624

1. The City Council of the City of Watsonville does find the project exempt under the California Environmental Quality Act (CEQA) pursuant to the common sense exemption in California Code of Regulations Title 14, §15061(b)(3).

2. Good cause appearing and upon the Findings required by Watsonville Municipal Code §14-12.708, attached hereto and incorporated herein as Exhibit “A,” the City Council does hereby approve this amendment to the 2005 General Plan Land Use Diagram, which is attached hereto and marked as Exhibit B to designate the entire 0.917- acre parcel located at 1926 Freedom Boulevard (APN: 014-032-17) General Commercial to allow construction of a car and truck rental lot (Enterprise Rent-A-Car).

1 CITY OF WATSONVILLE EXHIBIT “A”

CITY COUNCIL
Application No.: PP2023-5966
APN: 014-032-17
Applicant: Ed Rinehart
Hearing Date: 01/16/2024
GENERAL PLAN MAP AMENDMENT FINDINGS (WMC §14-12.708)
Approval of a General Plan Land Use Map Amendment requires the approving body to make the following findings. Project-specific supportive evidence is included under each finding.
a) The proposed amendment is consistent with the policies embodied in the General Plan;
Supportive Evidence
The proposed project is consistent with the following General Plan goals, policies and implementation measures concerning land use compatibility, design, and site improvement.
 Land Use Element Goal 4.7 Land Use Suitability - Ensure that the orderly development of land for the needs of the existing and projected population within in the City limit and Sphere of Influence is based on the land's overall suitability, including: the accessibility of existing and proposed public facilities, services, and utilities, physical and financial constraints; and/or growth inducing impacts.

Supportive Evidence: The majority of the parcel at 1926 Freedom Boulevard is in the General Commercial Land Use Classification and the Thoroughfare Commercial (CT) Zoning District. The proposed project, a car and truck rental business, is an allowed use in the General Commercial land use classification and is permitted with issuance of a Special Use Permit in the CT zoning district. With a General Plan Land Use Map Amendment and a Zoning Map Amendment to change the rear of the parcel to General Commercial and CT and the approval of a Special Use Permit with supporting findings, the site is suitable for the proposed development. The proposed project will also provide a service that is not readily available within city boundaries, because there are currently only two small car rental businesses in Watsonville (Hertz Car Rental at 50 Aviation Way and Enterprise Rent-A-Car at 1150 Main Street), and neither of those offer box truck rentals.
 Land Use Element Policy 4.G Land Use Suitability - The City shall encourage the development of urban uses on those lands best suited for urban uses and discourage it on lands unsuited for urban uses.

2 Supportive Evidence: The proposed project, a car and truck rental business, is an allowed use in the General Commercial land use classification and is permitted with issuance of a Special Use Permit in the CT zoning district.

With a General Plan Land Use Map Amendment and a Zoning Map Amendment to change the rear of the parcel to General Commercial and CT and the approval of a Special Use Permit with supporting findings, the site is suitable for the proposed development.
 Land Use Element Goal 4.2: Neighborhoods - Conserve and improve the living environment of existing Watsonville neighborhoods.

Supportive Evidence: The proposed project would improve the current conditions of the parcel and thereby improve the living environment of the existing neighborhood as the proposed project would include a ten-footwide landscaping strip between the new six-foot-tall wood fence at the rear of the car and truck rental lot and Quinn Avenue that will provide stormwater retention and include drought-tolerant shrubs such as ceanothus. The landscaping will protect the existing neighborhood from the new commercial use on the property and improve the aesthetics along Quinn Avenue. The proposed project would also include sidewalk, curb and gutter improvements.
 Urban Design Element Goal 5.1 Visual Resources - Preserve and enhance the built and natural visual resources within Watsonville.

Supportive Evidence: The proposed development includes a significant amount of new landscaping, including 24 new trees, three of which will be located in the landscape strip along the Freedom Boulevard frontage. The redevelopment of the site to accommodate the new car and truck rental business will enhance the visual resources on a commercial lot that has been vacant since 2006.
 Urban Design Element Goal 5.2 Community Appearance - Blend new development and recognized values of community appearance and scenic qualities, and ensure that new development enhances, rather than detracts from its surroundings.

Supportive Evidence: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy. The project also includes a significant amount of new landscaping, including 24 new trees, three of which will be located in the landscape strip along the Freedom Boulevard frontage. The redevelopment of the site to accommodate the new car and truck rental business will enhance the visual resources on a vacant commercial lot that has been vacant for many years due to airport land use restrictions.

3  Urban Design Element Goal 5.6 Urban Design - Achieve high standards of street, site and building design that are both efficient, and aesthetically pleasing.

Supportive Evidence: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy. The project also includes a new stormwater bioretention area to manage drainage in an efficient and aesthetically appealing way, and a significant amount of new landscaping, including 24 new trees. The design of the site, building, and landscaping meet all required efficiency standards and are aesthetic improvements for the existing vacant lot.
 Urban Design Element Policy 5.B Design Consistency - The City shall review new development proposals to encourage high standards of urban design and to ensure that elements of architectural design and site orientation do not degrade or conflict with the appearance of existing structures.

Supportive Evidence: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy. The remodeled building will be required to meet building code standards and the trash enclosure will comply with Watsonville Public Improvement Standard No. S-602. The development will improve the appearance of the one existing vacant office building on the lot.
 Urban Design Element Implementation Measure 5.B.3: Enhancement - The City shall utilize the development standards, zoning ordinance regulations for each district, and the design review guidelines to ensure that new development is an asset to the existing neighborhood and community with regard to parking, landscaping, open space, and project design.

Supportive Evidence: The proposed project complies with the development standards, zoning ordinance regulations, and design review guidelines for the CT zoning district. The proposed project significantly exceeds the required parking and the landscaping requirements to make sure that the new development is an asset to the existing neighborhood.

In summary, the proposed project, with implementation of conditions of approval, would be in harmony with the overall intent of the City's General Plan goals and policies, including those pertaining to commercial land uses, land use compatibility, design, and site improvement.

4 The proposed project, a car and truck rental business, is an allowed use in the General Commercial land use classification.
b) The proposed use is compatible to the extent possible with the actual and general planned use of the adjacent properties.

Supportive Evidence
The project will involve remodeling the existing office building, construction of a new trash enclosure and car wash canopy. Site improvements include: a new stormwater bioretention area to manage drainage in an efficient and aesthetically appealing way; a significant amount of new landscaping, including 24 new trees, three of which will be located in the landscape strip along the Freedom Boulevard frontage; and a ten-foot-wide landscaping strip between the new six-foot-tall wood fence at the rear of the car and truck rental lot and Quinn Avenue that will provide stormwater retention and include drought-tolerant shrubs such as ceanothus. The proposed remodel includes new windows, new Hardie lap siding, and a new asphalt shingle roof. The remodel materials are similar to and complement existing commercial and residential buildings on the surrounding properties. In addition, the photometric plan demonstrates that the new pole lighting will not create light trespass of more than 0.5 foot candles at any property line bordering a parcel with residential uses. The surrounding uses are similar to the proposed project in design and intensity and thus the proposed project is compatible with and preserves the character and integrity of adjacent development and neighborhoods and mitigates or avoids adverse effects to adjacent development and neighborhoods.

The site is subject to the requirements of Airport Safety Zone 2, which significantly limits the intensity of uses allowed on the site. The project involves a new car and truck rental facility, which is a low intensity use that will not exceed the maximum intensity of 40 people per acre. The business will have a handful of employees and only a small number of customers on site at any given time. Therefore, the project will not generate pedestrian or vehicular traffic which will be hazardous or conflict with the existing and anticipated traffic in the neighborhood.

1926 Freedom Blvd
(APN 014-032-17)
Green Valley Rd
Freedom Blvd
Nona Ave
Toscano
Loop
Carey Ave
Roache Rd
Stewart Ave
Quinn Ave
1926 Freedom Blvd
(APN 014-032-17)
Green Valley Rd
Freedom Blvd
Nona Ave
Toscano
Loop
Carey Ave
Roache Rd
Stewart Ave
Quinn Ave
Current Land Use Designations
Proposed Land Use Designations
General Plan Designation
GC
P
RLD
RMD
Area of Interest
Parcels
Building Footprints
Designed by the City of Watsonville GIS Team
This document is a graphic representation using the best currently available sources. The City of Watsonville assumes no responsibility for any errors.

Proposed Amendment of the
General Plan Land Use Diagram
1926 Freedom Blvd
0 300
US Feet
F
City of Watsonville
Map Path: P:\PROJECTS\2024\24-001 1926 Freedom Blvd Amendment Exhibit "B"

1 Reso No. ______ (CM)
Meeting Date: 011624 SWZ ______ RM ______ CDD ______
ORDINANCE NO. Introduction (CM)

AN UNCODIFIED ORDINANCE OF THE CITY COUNCIL OF THE CITY

OF WATSONVILLE AMENDING THE ZONING MAP TO DESIGNATE
THE ENTIRE 0.917-ACRE PARCEL LOCATED AT 1926 FREEDOM
BOULEVARD (APN: 014-032-17) THOROUGHFARE COMMERCIAL
(CT) AND DIRECTING CHANGES TO BE MADE ON THE ZONING MAP

OF THE CITY OF WATSONVILLE
WHEREAS, in the year 2000, the Freedom/Carey Annexation brought 141.2 acres (423 parcels) of unincorporated land in the County of Santa Cruz, including single- and multi-family residential, commercial uses, public uses, and vacant land, into the City of Watsonville city limits, which included the parcel located at 1926 Freedom Boulevard; and WHEREAS, on July 17, 2006, the Minor Land Division Committee approved a Boundary Line Adjustment (PP2006-276) to modify the boundary line for 1926 Freedom Boulevard to create a 40,757-square-foot parcel at 1926 Freedom Boulevard and a 6,176- square-foot parcel at 21 Quinn Avenue. Previously, the single-family residence at 21 Quinn Avenue was located on the commercial parcel with the mobile home sales business. The staff report noted that 1926 Freedom Boulevard had dual zoning, with the portion fronting Quinn Avenue in the R-1 zoning district and the portion fronting Freedom Boulevard in the CT zoning district (General Plan Land Use Classifications GC and RLD), and that the zoning would not change as part of the boundary line adjustment; and WHEREAS, on January 22, 2007, the Minor Land Division Committee approved a Minor Land Division (PP2006-518) to divide a 41,077-square-foot commercial parcel at 1926 Freedom Boulevard into three separate parcels, including one 27,572-square-foot commercial parcel at 1926 Freedom Boulevard and two residential parcels of 6,027 square feet (Parcel 1) and 6,005 square feet (Parcel 2) along Quinn Avenue; and

2 Reso No. ______ (CM)
Meeting Date: 011624
WHEREAS, on February 23, 2009, the Minor Land Division Committee approved a one-year extension (PP2009-38) and modification to the conditions of approval of Minor Land Division #PP2006-518 to allow the division of a commercial parcel into three, including two for residential use at 1926 Freedom Boulevard. The approval included modifications to two Conditions of Approval (Conditions #10 & #11) that would have required the property owner to relocate a PG&E utility pole on the Freedom Boulevard frontage. The extension was valid until December 7, 2009; and WHEREAS, on March 8, 2010, the Zoning Administrator approved a one-year extension (PP2010-30) to Minor Land Division #PP2009-38/PP2006-518. The extension was valid until February 26, 2012; and
WHEREAS, on February 22, 2012, the Zoning Administrator approved a two-year permit extension of Minor Land Division #PP2010-30/PP2009-38/PP2006-518. The extension was valid until February 22, 2014; and
WHEREAS, on February 22, 2014, Minor Land Division #PP2012-47/PP2010- 30/PP2009-38/PP2006-518 expired because no action had been taken on the entitlements; and
WHEREAS, on October 9, 2018, City Staff provided a Pre-Application Review Letter for Pre-Application #PP2018-185 regarding the proposed construction of an express carwash at 1926 Freedom Boulevard. Key issues identified in the letter included:
airport land use compatibility; noise and odor; access and circulation; traffic; lighting; impervious surfaces, drainage, and runoff; and required public improvements; and WHEREAS, on April 21, 2023, City Staff provided a Pre-Application Review Letter for Pre-Application #PP2023-5103 regarding the proposed construction of a car and truck

3 Reso No. ______ (CM)
Meeting Date: 011624
rental lot (Enterprise Rent-A-Car) at 1926 Freedom Boulevard. Key issues identified in the letter included: airport land use compatibility, required site improvements (stormwater, utilities, trash enclosure, Freedom Boulevard frontage improvements), required General Plan and Zoning Code amendments, building improvements, lighting, and landscaping; and
WHEREAS, on August 21, 2023, Ed Rinehart, applicant, on behalf of Vikram Mittal, property owner, submitted applications for a General Plan Land Use Map Amendment and Zoning Map Amendment to change the Residential Low Density General Plan Land Use Classification and Single Family Residential-Low Density (R-1) Zoning on the rear portion of the parcel fronting Quinn Avenue to General Commercial General Plan Land Use Classification and Thoroughfare Commercial (CT) Zoning to match the land use classification and zoning on the rest of the lot and a Design Review Permit with Environmental Review and Special Use Permit to construct a car and truck rental lot (Enterprise Rent-A-Car) at 1926 Freedom Boulevard; and
WHEREAS, City staff reviewed the project under the California Environmental Quality Act (CEQA) and determined that the project qualifies for a common sense exemption under California Code of Regulations Title 14, §15061(b)(3) because the Zoning Map Amendment does not have the potential for causing a significant effect on the environment and it can be seen with certainty that there is no possibility that the amendment may have a significant effect on the environment; and WHEREAS, on December 5, 2023, the Watsonville Planning Commission adopted Resolution No. 18-23 (PC) by a vote of 4-0 (with three commissioners absent),

4 Reso No. ______ (CM)
Meeting Date: 011624
recommending to the City Council to adopt the proposed amendment to the Zoning Map; and
WHEREAS, at this same meeting, the Watsonville Planning Commission adopted Resolution No. 16-23 (PC) by a vote of 4-0 (with three commissioners absent) approving a Special Use Permit and Design Review Permit (PP2023-5966) to allow the construction of a car and truck rental business on a 0.95-acre parcel located at 1926 Freedom Boulevard contingent upon City Council approval of a General Plan Land Use Map Amendment and Zoning Map Amendment to designate the entire parcel General Commercial and Commercial Thoroughfare (CT); and
WHEREAS, notice of time and place of the hearing to consider approval of Application No. PP2023-5966 was given at the time and in the manner where appropriate public noticing procedures have been followed and a public hearing was held according to Part 9: Public Hearing Notice Provisions of Chapter 14-10: Administration and Procedure of Title 14 (Zoning) of the Watsonville Municipal Code; and WHEREAS, the City Council has considered all evidence received, both oral and documentary, and the matter was submitted for decision.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF WATSONVILLE DOES ORDAIN AS FOLLOWS:

SECTION 1: RECITALS.

The foregoing recitals are adopted herein as true and correct and as the basis for this ordinance.

SECTION 2: ENACTMENT.

5 Reso No. ______ (CM)
Meeting Date: 011624

1. That the City Council of the City of Watsonville does hereby adopt a Zoning Map Amendment, changing the zoning on the rear portion of the parcel from Single Family Residential-Low Density (R-1) to Thoroughfare Commercial (CT) for Santa Cruz County Assessor’s Parcel Number 014-032-17 and has made Findings, attached hereto and marked as Exhibit “A”, for the property located at 1926 Freedom Boulevard, Watsonville, California.

2. That the City Clerk of the City of Watsonville is hereby authorized and directed to make the changes shown upon the official “Zoning Map of the City of Watsonville” which is attached hereto and hereinafter incorporated by reference as Exhibit “B” and to designate the effective date and number of the ordinance authorizing the change.

SECTION 3. CEQA
The City Council of the City of Watsonville does find the project exempt under the California Environmental Quality Act (CEQA) pursuant to the common sense exemption in California Code of Regulations Title 14, §15061(b)(3).

SECTION 4. PUBLICATION.

This ordinance shall be published in the Watsonville Register-Pajaronian and/or Santa Cruz Sentinel in compliance with the provisions of the Charter of the City of Watsonville.

SECTION 5. EFFECTIVE DATE.

This ordinance shall take effect thirty (30) days after its final adoption. ***************************************

1 CITY OF WATSONVILLE EXHIBIT “A”

PLANNING COMMISSION
Application No.: PP2023-5966
APN: 014-032-17
Applicant: Ed Rinehart
Hearing Date: 01/16/2024
ZONING MAP AMENDMENT FINDINGS (WMC §14-12.807)
Approval of a Zoning Map Amendment requires the approving body to make the following findings. Project-specific supportive evidence is included under each finding. a) The proposed amendment is consistent with the policies embodied in the General Plan;
Supportive Evidence
The proposed project is consistent with the following General Plan goals, policies and implementation measures concerning land use compatibility, design, and site improvement, per the staff analysis below.
 Land Use Element Goal 4.7 Land Use Suitability - Ensure that the orderly development of land for the needs of the existing and projected population within in the City limit and Sphere of Influence is based on the land's overall suitability, including: the accessibility of existing and proposed public facilities, services, and utilities, physical and financial constraints; and/or growth inducing impacts.

Supportive Evidence: The majority of the parcel at 1926 Freedom Boulevard is in the General Commercial Land Use Classification and the Thoroughfare Commercial (CT) Zoning District. The proposed project, a car and truck rental business, is an allowed use in the General Commercial land use classification and is permitted with issuance of a Special Use Permit in the CT zoning district. With a General Plan Land Use Map Amendment and a Zoning Map Amendment to change the rear of the parcel to General Commercial and CT and the approval of a Special Use Permit with supporting findings, the site is suitable for the proposed development. The proposed project will also provide a service that is not readily available within city boundaries, because there are currently only two small car rental businesses in Watsonville (Hertz Car Rental at 50 Aviation Way and Enterprise Rent-A-Car at 1150 Main Street), and neither of those offer box truck rentals.
 Land Use Element Policy 4.G Land Use Suitability - The City shall encourage the development of urban uses on those lands best suited for urban uses and discourage it on lands unsuited for urban uses.

2 Supportive Evidence: The proposed project, a car and truck rental business, is an allowed use in the General Commercial land use classification and is permitted with issuance of a Special Use Permit in the CT zoning district.

With a General Plan Land Use Map Amendment and a Zoning Map Amendment to change the rear of the parcel to General Commercial and CT and the approval of a Special Use Permit with supporting findings, the site is suitable for the proposed development.
 Land Use Element Goal 4.2: Neighborhoods - Conserve and improve the living environment of existing Watsonville neighborhoods.

Supportive Evidence: The proposed project would improve the current conditions of the parcel and thereby improve the living environment of the existing neighborhood as the proposed project would include a ten-footwide landscaping strip between the new six-foot-tall wood fence at the rear of the car and truck rental lot and Quinn Avenue that will provide stormwater retention and include drought-tolerant shrubs such as ceanothus. The landscaping will protect the existing neighborhood from the new commercial use on the property and improve the aesthetics along Quinn Avenue. The proposed project would also include sidewalk, curb and gutter improvements.
 Urban Design Element Goal 5.1 Visual Resources - Preserve and enhance the built and natural visual resources within Watsonville.

Supportive Evidence: The proposed development includes a significant amount of new landscaping, including 24 new trees, three of which will be located in the landscape strip along the Freedom Boulevard frontage. The redevelopment of the site to accommodate the new car and truck rental business will enhance the visual resources on a commercial lot that has been vacant since 2006.
 Urban Design Element Goal 5.2 Community Appearance - Blend new development and recognized values of community appearance and scenic qualities, and ensure that new development enhances, rather than detracts from its surroundings.

Supportive Evidence: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy. The project also includes a significant amount of new landscaping, including 24 new trees, three of which will be located in the landscape strip along the Freedom Boulevard frontage. The redevelopment of the site to accommodate the new car and truck rental business will enhance the visual resources on a vacant commercial lot that has been vacant for many years due to airport land use restrictions.

3  Urban Design Element Goal 5.6 Urban Design - Achieve high standards of street, site and building design that are both efficient, and aesthetically pleasing.

Supportive Evidence: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy. The project also includes a new stormwater bioretention area to manage drainage in an efficient and aesthetically appealing way, and a significant amount of new landscaping, including 24 new trees. The design of the site, building, and landscaping meet all required efficiency standards and are aesthetic improvements for the existing vacant lot.
 Urban Design Element Policy 5.B Design Consistency - The City shall review new development proposals to encourage high standards of urban design and to ensure that elements of architectural design and site orientation do not degrade or conflict with the appearance of existing structures.

Supportive Evidence: The proposed development will remodel the existing office building, which has been vacant since 2006, and include a new trash enclosure and car wash canopy. The remodeled building will be required to meet building code standards and the trash enclosure will comply with Watsonville Public Improvement Standard No. S-602. The development will improve the appearance of the one existing vacant office building on the lot.  Urban Design Element Implementation Measure 5.B.3: Enhancement - The City shall utilize the development standards, zoning ordinance regulations for each district, and the design review guidelines to ensure that new development is an asset to the existing neighborhood and community with regard to parking, landscaping, open space, and project design.

Supportive Evidence: The proposed project complies with the development standards, zoning ordinance regulations, and design review guidelines for the CT zoning district. The proposed project significantly exceeds the required parking and the landscaping requirements to make sure that the new development is an asset to the existing neighborhood.

In summary, the proposed project, with implementation of conditions of approval, would be in harmony with the overall intent of the City's General Plan goals and policies, including those pertaining to commercial land uses, land use compatibility, design, and site improvement.

The proposed project, a car and truck rental business, is an allowed use in the General Commercial land use classification.

4 b) The proposed use is compatible to the extent possible with the actual and general planned use of the adjacent properties.

Supportive Evidence
The project will involve remodeling the existing office building, construction of a new trash enclosure and car wash canopy. Site improvements include: a new stormwater bioretention area to manage drainage in an efficient and aesthetically appealing way; a significant amount of new landscaping, including 24 new trees, three of which will be located in the landscape strip along the Freedom Boulevard frontage; and a ten-foot-wide landscaping strip between the new six-foot-tall wood fence at the rear of the car and truck rental lot and Quinn Avenue that will provide stormwater retention and include drought-tolerant shrubs such as ceanothus. The proposed remodel includes new windows, new Hardie lap siding, and a new asphalt shingle roof. The remodel materials are similar to and complement existing commercial and residential buildings on the surrounding properties. In addition, the photometric plan demonstrates that the new pole lighting will not create light trespass of more than 0.5 foot candles at any property line bordering a parcel with residential uses. The surrounding uses are similar to the proposed project in design and intensity and thus the proposed project is compatible with and preserves the character and integrity of adjacent development and neighborhoods and mitigates or avoids adverse effects to adjacent development and neighborhoods.

The site is subject to the requirements of Airport Safety Zone 2, which significantly limits the intensity of uses allowed on the site. The project involves a new car and truck rental facility, which is a low intensity use that will not exceed the maximum intensity of 40 people per acre. The business will have a handful of employees and only a small number of customers on site at any given time. Therefore, the project will not generate pedestrian or vehicular traffic which will be hazardous or conflict with the existing and anticipated traffic in the neighborhood.

CT
CT
CNS
R-1
R-1
N
N
1926 Freedom
Blvd
(APN 014-032-17)
Freedom Blvd
Green Valley Rd
Stewart Ave
Quinn Ave Current Zoning Districts
CT CT
CNS
R-1
R-1
N
N
1926 Freedom
Blvd
(APN 014-032-17) Green Valley Rd
Freedom Blvd
Stewart Ave
Quinn Ave
Proposed Zoning Districts
Designed by the City of Watsonville GIS Team
This document is a graphic representation using the best currently available sources. The City of Watsonville assumes no responsibility for any errors.

Proposed Amendment of the
Zoning Map
1926 Freedom Blvd
0 300
US Feet
F
City of Watsonville Residential Zones
R-1: Single Family
Residential-Low Density
Commercial Zones
CNS: Neighborhood
Shopping Center
CT: Thoroughfare
Commercial
Public Use Zones
N: Institutional
Area of Interest
Parcels
Building Footprints
Map Path: P:\PROJECTS\2024\24-001 1926 Freedom Blvd Amendment Exhibit "B"

1926 Freedom Boulevard
General Plan Land Use Map Amendment and Zoning Map Amendment for a New Car and Truck Rental Business Page 384 of 401
View from Freedom Blvd Northeast
Crystal
Laundromat
Vista Verde Early
Education Center
Existing Office
Building

View from Quinn Avenue Southwest
Quinn Avenue
Affordable
Housing in
County
Residential
Development
Existing Office
Building

Satellite View
Affordable Housing
in County
1926
Freedom
Blvd
Crystal
Laundromat
Vista Verde Early
Education Center Existing
Office
End of Curb,
Gutter, &
Sidewalk

Safety Zone 3
General Plan Land Use
Classification:
• General Commercial
• Residential Low Density
Zoning:
• Thoroughfare Commercial
(CT)
• Single Family ResidentialLow Density (R-1)
GP Land Use Classification and Zoning

Airport Safety Zones
Safety Zone 2
Safety Zone 3
Zone 4
Zone
6 • Located in Airport Safety Zone 2
• Airport Safety Zone 2 has a “high” risk
level
• Max residential density – 1 unit per 10-
20 acres
• Max nonresidential intensity – 40-60
people per acre

Airport Safety Zone 2 – Max Residential Density
Maximum Residential
Density – 1 unit/10-20
acres
~10 acres
~20 acres

View from
Freedom
Boulevard
View from
Quinn
Avenue
Today’s View

Site Plan
Stormwater
Bioretention Area Car Wash
Canopy (N)
Office (E)
Trash
Enclosure (N)

Office Elevations Carport Elevations Trash Enclosure Elevations

General Plan Land Use Map and Zoning Map
Amendments
Dual General Plan Land Use
Classifications/Zoning:
• General Commercial/Commercial
Thoroughfare (CT)
• Residential Low Density/Single-Family
Residential-Low Density(R-1)
General Plan Land Use Map
Amendment and Zoning Map
Amendment required to approve a
commercial use on the entire parcel.

Special Use Permit & Design Review Permit
Proposed amendments to the Land Use Diagram and Zoning Map are consistent with the required findings in WMC §14-12.708 and WMC §14-12.807. Those findings include:
a) That the proposed amendment is consistent with the policies embodied in the General Plan;
b) That the proposed amendment is compatible to the extent possible with the actual and general planned use of the adjacent properties.

General Plan Consistency
Land Use Element Goal 4.7: Land Use Suitability
Land Use Element Policy 4.G: Land Use Suitability
Land Use Element Goal 4.2: Neighborhoods
Urban Design Element Goal 5.1: Visual Resources
Urban Design Element Goal 5.2: Community Appearance
Urban Design Element Goal 5.6: Urban Design
Urban Design Element Policy 5.B: Design Consistency
Policy 4.G: Land Use Suitability
Urban Design Element Implementation Measure 5.B.3: Enhancement

Compatibility with Adjacent Uses
• Continues pattern of existing development along Freedom Boulevard, with commercial parcels backing up to residential parcels.
• Rear portion of the property is located within Airport Safety Zone 2 and cannot accommodate residential uses.
• Project conditions require a ten-foot landscaping area between the rear fence and Quinn Avenue that will include drought-tolerant plants.

CT
R-1
R-1
CT
CT
R-1

California Environmental Quality Act (CEQA)
General Plan Land Use Map Amendment and Zoning Map
Amendment
a) CEQA Section 15061(b)(3) – Common Sense Exemption
i. It be seen with certainty that there is no possibility that the activity in question (amending the two maps)
may have a significant effect on the environment.

Staff Recommendation

1. Adopt a Resolution approving a General Plan Map
Amendment designating the entire parcel located at 1926 Freedom Boulevard (APN: 014-032-17) General Commercial.

2. Introduce by title only and waive further reading of an Ordinance approving a Zoning Map Amendment
designating the entire parcel located at 1926 Freedom
Boulevard (APN: 014-032-17) Thoroughfare Commercial
(CT).

Land Use Policy Social Policy
Budget Policy
Other:

Rev. 04/05/2023
Submittal - Completed by requesting City Council Member(s) and returned to the City Manager on or before the Council Meeting.

Date:

Classification - Implication Mode of Response
Department: Referral Lead:

Council Meeting Date:

Request Title:

Council Report Presentation
Motion Resolution
Ordinance Proclamation
Other:

Purpose - Please be specific, highlight the goal of your request.

Submitted:

Assignment - By the City Manager
Watsonville City Council
Request for New Agenda Item
The goal is to request staff to bring back a discussion and information on how best to address concerns with campers located around schools.

Since this request was made, the city of Santa Cruz adopted ordinance in this area that will also be brought back as part of the discussion.

September 26, 2023 Council Member Montesino Campers located around schools. Police February 27, 2024 Chief Jorge Zamora

Land Use Policy Social Policy
Budget Policy
Other:

Rev. 04/05/2023
Submittal - Completed by requesting City Council Member(s) and returned to the City Manager on or before the Council Meeting.

Date:

Classification - Implication Mode of Response
Department: Referral Lead:

Council Meeting Date:

Request Title:

Council Report Presentation
Motion Resolution
Ordinance Proclamation
Other:

Purpose - Please be specific, highlight the goal of your request.

Submitted:

Assignment - By the City Manager
Watsonville City Council
Request for New Agenda Item
Bring back a report and discussion on the City's bike path policy and/or how we incorporate bike paths onto our streets.

December 12, 2023 Council Member Montesino What is the City's bike path policy and/or approach? Complete Streets Public Works March 12, 2024 Courtney Lindberg