Agenda packet — Paso Robles City Council, February 21, 2023 (part 2 of 6)

The applicant or agent should contact the APCD Engineering & Compliance Division about permitting requirements stated in the (1) General Comments section. The lead agency may contact the APCD Planning Division for questions and comments related to proposed conditions of approval in the (2) Air Quality and (3) Greenhouse Gas Emission sections. Both Divisions can be reached at 805-781-5912.

Please Note: The APCD recently updated the Land Use and CEQA Webpage on the slocleanair.org website.

The information on the webpage displays the most up-to-date guidance from the SLO County APCD, including the 2021 Interim CEQA Greenhouse Gas Guidance, Quick Guide for Construction Mitigation Measures and Quick Guide for Operational Mitigation Measures. (1) General Comments
Nuisance Odors from Wineries
Wine production facilities can generate nuisance odors during various steps of the process. Proven methods for handling wastewater discharge and grape skin waste need to be incorporated into the winery practices to reduce off-site odor. Odor complaints could result in a violation of the SLO County APCD Rule 402, Nuisance.

Developmental Burning
APCD Rule 501 prohibits developmental burning of vegetative material within San Luis Obispo County.

Construction Permit Requirements
Based on the information provided, we are unsure of the types of equipment that may be present during the project’s construction phase. Portable equipment, 50 horsepower (hp) or greater, used during construction activities may require a California statewide portable equipment registration (issued by the California Air Resources Board) or an APCD permit. The following list is provided as a guide to equipment and operations that may have permitting requirements but should not be viewed as exclusive:
• Power screens, conveyors, diesel engines, and/or crushers; • Portable generators and equipment with engines that are 50 hp or greater; • Electrical generation plants or the use of standby generators; • Internal combustion engines; and
• Tub grinders.

For a more detailed listing, refer to the Technical Appendices, page 4-4, in the APCD's CEQA Air Quality Handbook (April 2012).

Operational Permit Requirements
Based on the information provided, we are unsure of the types of equipment that may be present at the site. Operational sources may require APCD permits. The following list is provided as a guide to equipment and operations that may have permitting requirements but should not be viewed as exclusive:
• New wineries or expanding wineries with the capacity of 26,000 gallons (10,000 cases at twelve 750 milliliter bottles per case) year or more require a Permit to Operate for fermentation and storage of wine;
Exhibit C
APCD Comments on IS / MND for Stravinski-Daou Wine Warehouse and Production Facilities January 23, 2023

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• Portable generators and equipment with engines that are 50 hp or greater; • Any stationary or portable agricultural engine over 50 hp • Electrical generation plants or the use of standby generators; • Boilers;
• Small scale manufacturing;
• Internal combustion engines; and
• Cogeneration facilities.

For a more detailed listing, refer to the Technical Appendix, page 4-4, in the APCD's CEQA Air Quality Handbook (April 2012).

(2) Air Quality

CONSTRUCTION PHASE
Construction Phase Impacts - Below Threshold(s)
The project proponent evaluated the construction impacts of this project using the most recent CalEEMod computer model. The modeling results indicate that the construction phase impacts will likely be less than the APCD’s significance threshold values identified in Table 2-1 of the CEQA Air Quality Handbook (April 2012).

Therefore, besides the requirements below, the APCD is not recommending construction mitigation measures for this project.

Fugitive Dust Mitigation Measures: Expanded List
Construction activities can generate fugitive dust, which could be a nuisance to residents and businesses in close proximity to the proposed construction site. Projects with grading areas more than 4 acres and/or within 1,000 feet of any sensitive receptor shall implement the following mitigation measures to manage fugitive dust emissions such that they do not exceed the APCD 20% opacity limit (APCD Rule 401) and minimize nuisance (APCD Rule 402) impacts:
a. Reduce the amount of the disturbed area where possible. b. Use of water trucks or sprinkler systems in sufficient quantities to prevent airborne dust from leaving the site and from exceeding the APCD’s limit of 20% opacity for greater than 3 minutes in any 60-minute period. Increased watering frequency would be required whenever wind speeds exceed 15 mph. Reclaimed (non-potable) water should be used whenever possible. When drought conditions exist and water use is a concern, the contractor or builder should consider use of a dust suppressant that is effective for the specific site conditions to reduce the amount of water used for dust control. Please refer to the following link from the San Joaquin Valley Air District for a list of potential dust suppressants: Products Available for Controlling Dust.
c. All stockpiled dirt should be sprayed daily and covered with tarps or other dust barriers as needed.
d. All roadways, driveways, sidewalks, etc. to be paved should be completed as soon as possible, and building pads should be laid as soon as possible after grading unless seeding, soil binders or other dust controls are used.

Exhibit C
APCD Comments on IS / MND for Stravinski-Daou Wine Warehouse and Production Facilities January 23, 2023

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e. All trucks hauling dirt, sand, soil, or other loose materials are to be covered or should maintain at least two feet of freeboard (minimum vertical distance between top of load and top of trailer) or otherwise comply with California Vehicle Code (CVC) Section 23114. f. “Track-Out” is defined as sand or soil that adheres to and/or agglomerates on the exterior surfaces of motor vehicles and/or equipment (including tires) that may then fall onto any highway or street as described in CVC Section 23113 and California Water Code 13304. To prevent ‘track out’, designate access points and require all employees, subcontractors, and others to use them. Install and operate a ‘track-out prevention device’ where vehicles enter and exit unpaved roads onto paved streets. The ‘track-out prevention device’ can be any device or combination of devices that are effective at preventing track out, located at the point of intersection of an unpaved area and a paved road. Rumble strips or steel plate devices need periodic cleaning to be effective. If paved roadways accumulate tracked out soils, the track-out prevention device may need to be modified. g. All fugitive dust mitigation measures shall be shown on grading and building plans. h. The contractor or builder shall designate a person or persons whose responsibility is to ensure any fugitive dust emissions do not result in a nuisance and to enhance the implementation of the mitigation measures as necessary to minimize dust complaints and reduce visible emissions below the APCD’s limit of 20% opacity for greater than 3 minutes in any 60-minute period. Their duties shall include holidays and weekend periods when work may not be in progress (for example, wind-blown dust could be generated on an open dirt lot). The name and telephone number of such persons shall be provided to the APCD Compliance Division prior to the start of any grading, earthwork, or demolition (Contact the Compliance Division at 805-781-5912).
i. Permanent dust control measures identified in the approved project revegetation and landscape plans should be implemented as soon as possible, following completion of any soil disturbing activities.
j. Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading should be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established.
k. All disturbed soil areas not subject to revegetation should be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the APCD. l. Vehicle speed for all construction vehicles shall not exceed 15 mph on any unpaved surface at the construction site.
m. Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers shall be used with reclaimed water where feasible. Roads shall be pre-wetted prior to sweeping when feasible.
n. Take additional measures as needed to ensure dust from the project site is not impacting areas outside the project boundary.

OPERATIONAL PHASE
Operational Phase Impacts - Exceeds Threshold
Based on the project proponent’s operational phase emission estimates using the most recent CalEEMod computer model, the operational phase emissions, not including the fermentation process, would likely exceed the APCD’s daily operational phase ozone precursor emission threshold identified in Table 3-2 of the CEQA Air Quality Handbook. With the implementation of Mitigation Measures AQ-3 and AQ-4, the excess ozone precursor impacts are adequately address per Table 3-5 Exhibit C

Ashley Goldlist
Air Quality Specialist
ASG/arr
cc: Neil Thompson
Dora Drexler, Engineering & Compliance, APCD
APCD Comments on IS / MND for Stravinski-Daou Wine Warehouse and Production Facilities January 23, 2023

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of the APCD CEQA Air Quality Handbook. Emissions associated with the fermentation process will be addressed separately in the APCD permitting process.
(3) Greenhouse Gas Emissions
The project proponent evaluated the greenhouse gas (GHG) impacts of this project using the most recent CalEEMod computer model with the results included in Table 19 and 20 on Attachment 5 of the Initial Study and Mitigated Negative Declaration (IS/MND). The 2030 operational GHG emissions for the proposed project, including amortized construction GHGs, but not including the fermentation process, would total approximately 1,358 metric tonnes carbon dioxide equivalents per year (MT CO2e/yr). A majority of the operational GHG emissions would be associated with motor vehicle and energy use. In Table 20 of the IS/MND, these total emissions are evaluated relative to the service population (SP) of the project, resulting in a value of 2.8 MTCO2e/SP. The project proponent developed a city 2030 GHG efficiency threshold using a GHG inventory from Paso Robles Climate Action Plan, the state’s 2030 GHG reduction target, and the city’s anticipated 2030 population and employment numbers. The project developed significance threshold is 1.9 MTCO2e/SP. The project’s GHG impacts exceed this threshold and project life-time GHG impacts should be mitigated.

In 2021, SLO County APCD issued an Interim CEQA GHG Guidance document. This guidance provided a hierarchy of GHG mitigation measures to reduce lifetime GHG impacts for new developments. APCD deems Mitigation Measure (MM) GHG-1 and 2 to be consistent with the interim guidance. Their implementation will mitigate the project’s GHG impacts to a level of insignificance.

Please contact APCD for a list of local and regional GHG reduction projects that are consistent with the hierarchy and that can be used to meet some of the project’s GHG reduction needs. Once the GHG mitigation has been accepted by the city and APCD, please implement the mitigation and provide proof to the city and APCD that MMs GHG-1 and 2 have been fully implemented.

The IS/MND compared the GHG emissions from the future APCD permitted fermentation process (934 MTCO2e/yr) to the APCD’s stationary source GHG threshold of 10,000 MTCO2e/yr. GHG emissions from the project’s fermentation process are considered by APCD to be less than significant.

Again, thank you for the opportunity to comment on this proposal. If you have any questions or comments, feel free to contact me at 805-781-5912.

Sincerely,
Exhibit C
Printed on Recycled Paper

SENT VIA ELECTRONIC MAIL
January 23, 2023
Ms. Darcy Delgado
City of Paso Robles
1000 Spring Street
Paso Robles, CA 93446
[email protected]

MITIGATED NEGATIVE DECLARATION FOR STRAVINSKI-DAOU DEVELOPMENTS – DATED DECEMBER 2022 (STATE CLEARINGHOUSE NUMBER: 2022120593) Dear Ms. Delgado:

The Department of Toxic Substances Control (DTSC) received a Mitigated Negative Declaration (MND) for the Stravinski-Daou Developments (Project). The Lead Agency is receiving this notice from DTSC because the Project includes one or more of the following: groundbreaking activities, presence of site buildings that may require demolition or modifications, importation of backfill soil, and/or work on or in close proximity to an agricultural or former agricultural site.

DTSC recommends that the following issues be evaluated in the Hazards and Hazardous Materials section of the MND:

1. The MND references the listing compiled in accordance with California Government Code Section 65962.5, commonly known as the Cortese List. Not all sites impacted by hazardous waste or hazardous substances will be found on the Cortese List. DTSC recommends that the Hazards and Hazardous Materials section of the MND address actions to be taken for any sites impacted by hazardous waste or hazardous substances within the Project area, not just those found on the Cortese List. DTSC recommends consulting with other agencies that may provide oversight to hazardous waste facilities or sites impacted with hazardous substances in order to determine a comprehensive listing of all sites impacted by hazardous waste or substances within the Project area. DTSC hazardous waste facilities and sites with known or suspected contamination Exhibit C
Ms. Darcy Delgado
January 23, 2023

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issues can be found on DTSC’s EnviroStor data management system. The EnviroStor Map feature can be used to locate hazardous waste facilities and sites with known or suspected contamination issues for a county, city, or a specific address.

2. A State of California environmental regulatory agency such as DTSC, a Regional Water Quality Control Board (RWQCB), or a local agency that meets the requirements of Health and Safety Code section 101480 should provide regulatory concurrence that the Project site is safe for construction and the proposed use.

3. The MND should acknowledge the potential for historic or future activities on or near the Project site to result in the release of hazardous wastes/substances on the Project site. In instances in which releases have occurred or may occur, further studies should be carried out to delineate the nature and extent of the contamination, and the potential threat to public health and/or the environment should be evaluated. The MND should also identify the mechanism(s) to initiate any required investigation and/or remediation and the government agency who will be responsible for providing appropriate regulatory oversight.

4. If buildings or other structures are to be demolished on any project sites included in the proposed project, surveys should be conducted for the presence of lead-based paints or products, mercury, asbestos containing materials, and polychlorinated biphenyl caulk. Removal, demolition, and disposal of any of the above-mentioned chemicals should be conducted in compliance with California environmental regulations and policies. In addition, sampling near current and/or former buildings should be conducted in accordance with DTSC’s 2006 Interim Guidance Evaluation of School Sites with Potential Contamination from Lead Based Paint, Termiticides, and Electrical Transformers.

5. If any projects initiated as part of the proposed Project require the importation of soil to backfill any excavated areas, proper sampling should be conducted to ensure that the imported soil is free of contamination. DTSC recommends the imported materials be characterized according to DTSC’s 2001 Information Advisory Clean Imported Fill Material.

6. If any sites included as part of the proposed Project have been used for agricultural, weed abatement or related activities, proper investigation for organochlorinated pesticides should be discussed in the MND. DTSC recommends the current and former agricultural lands be evaluated in accordance with DTSC’s 2008 Interim Guidance for Sampling Agricultural Properties (Third Revision).

Exhibit C
Ms. Darcy Delgado
January 23, 2023

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DTSC appreciates the opportunity to comment on the MND. Should you need any assistance with an environmental investigation, please visit DTSC’s Site Mitigation and Restoration Program page to apply for lead agency oversight. Additional information regarding voluntary agreements with DTSC can be found at DTSC’s Brownfield website.

If you have any questions, please contact me at (916) 255-3710 or via email at [email protected].

Sincerely,
Gavin McCreary, M.S.

Project Manager
Site Evaluation and Remediation Unit
Site Mitigation and Restoration Program
Department of Toxic Substances Control
cc: (via email)
Governor’s Office of Planning and Research
State Clearinghouse
[email protected]
Mr. Dave Kereazis
Office of Planning & Environmental Analysis
Department of Toxic Substances Control
[email protected]
Exhibit C
Exhibit C
Exhibit C

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01/27/2023
City: Paso De Robles - Community Development
Darcy Delgado
1000 Spring Street, Paso Robles, CA 93446, USA
[email protected]
Construction Site Well Review (CSWR) ID: 1012687
Assessor Parcel Number(s): 025434002
Property Owner(s): Neil Thompson, Neil Cassidy
Project Location Address: 5175 Airport road Paso Robles, California 93446 Project Title: Stravinski Daou Developments
Public Resources Code (PRC) § 3208.1 establishes well reabandonment responsibility when a previously plugged and abandoned well will be impacted by planned property development or construction activities. Local permitting agencies, property owners, and/or developers should be aware of, and fully understand, that significant and potentially dangerous issues may be associated with development near oil, gas, and geothermal wells.

The California Geologic Energy Management Division (CalGEM) has received and reviewed the above referenced project dated 1/26/2023. To assist local permitting agencies, property owners, and developers in making wise land use decisions regarding potential development near oil, gas, or geothermal wells, the Division provides the following well evaluation.

The project is located in San Luis Obispo County, within the boundaries of the following fields:

N/A
Our records indicate there are no known oil or gas wells located within the project boundary as identified in the application.

DocuSign Envelope ID: DD3DC2AD-551F-4B89-88E8-629B1B48F148 Exhibit C
DocuSign Envelope ID: DD3DC2AD-551F-4B89-88E8-629B1B48F148

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• Number of wells Not Abandoned to Current Division Requirements as Prescribed by Law and Projected to Be Built Over or Have Future Access Impeded by this project: 0 • Number of wells Not Abandoned to Current Division Requirements as Prescribed by Law and Not Projected to Be Built Over or Have Future Access Impeded by this project: 0 • Number of wells Abandoned to Current Division Requirements as Prescribed by Law and Projected to Be Built Over or Have Future Access Impeded by this project: 0 • Number of wells Abandoned to Current Division Requirements as Prescribed by Law and Not Projected to Be Built Over or Have Future Access Impeded by this project: 0 The Division categorically advises against building over, or in any way impeding access to, oil, gas, or geothermal wells. Impeding access to a well could result in the need to remove any structure or obstacle that prevents or impedes access including, but not limited to, buildings, housing, fencing, landscaping, trees, pools, patios, sidewalks, roadways, and decking. Maintaining sufficient access is considered the ability for a well servicing unit and associated necessary equipment to reach a well from a public street or access way, solely over the parcel on which the well is located. A well servicing unit, and any necessary equipment, should be able to pass unimpeded along and over the route, and should be able to access the well without disturbing the integrity of surrounding infrastructure.

There are no guarantees a well abandoned in compliance with current Division requirements as prescribed by law will not start leaking in the future. It always remains a possibility that any well may start to leak oil, gas, and/or water after abandonment, no matter how thoroughly the well was plugged and abandoned. The Division acknowledges wells plugged and abandoned to the most current Division requirements as prescribed by law have a lower probability of leaking in the future, however there is no guarantees that such abandonments will not leak.

The Division advises that all wells identified on the development parcel prior to, or during, development activities be tested for liquid and gas leakage. Surveyed locations should be provided to the Division in Latitude and Longitude, NAD 83 decimal format. The Division expects any wells found leaking to be reported to it immediately.

Failure to plug and reabandon the well may result in enforcement action, including an order to perform reabandonment well work, pursuant to PRC § 3208.1, and 3224.

PRC § 3208.1 give the Division the authority to order or permit the re-abandonment of any well where it has reason to question the integrity of the previous abandonment, or if the well is not accessible or visible. Responsibility for re-abandonment costs may be affected by the choices made by the local Exhibit C
DocuSign Envelope ID: DD3DC2AD-551F-4B89-88E8-629B1B48F148

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permitting agency, property owner, and/or developer in considering the general advice set forth in this letter. The PRC continues to define the person or entity responsible for reabandonment as:

1. The property owner - If the well was plugged and abandoned in conformance with Division requirements at the time of abandonment, and in its current condition does not pose an immediate danger to life, health, and property, but requires additional work solely because the owner of the property on which the well is located proposes construction on the property that would prevent or impede access to the well for purposes of remedying a currently perceived future problem, then the owner of the property on which the well is located shall obtain all rights necessary to reabandon the well and be responsible for the reabandonment.

2. The person or entity causing construction over or near the well - If the well was plugged and abandoned in conformance with Division requirements at the time of plugging and abandonment, and the property owner, developer, or local agency permitting the construction failed either to obtain an opinion from the supervisor or district deputy as to whether the previously abandoned well is required to be reabandoned, or to follow the advice of the supervisor or district deputy not to undertake the construction, then the person or entity causing the construction over or near the well shall obtain all rights necessary to reabandon the well and be responsible for the reabandonment.

3. The party or parties responsible for disturbing the integrity of the abandonment - If the well was plugged and abandoned in conformance with Division requirements at the time of plugging and abandonment, and after that time someone other than the operator or an affiliate of the operator disturbed the integrity of the abandonment in the course of developing the property, then the party or parties responsible for disturbing the integrity of the abandonment shall be responsible for the reabandonment.

No well work may be performed on any oil, gas, or geothermal well without written approval from the Division. Well work requiring approval includes, but is not limited to, mitigating leaking gas or other fluids from abandoned wells, modifications to well casings, and/or any other re-abandonment work. The Division also regulates the top of a plugged and abandoned well's minimum and maximum depth below final grade. CCR §1723.5 states well casings shall be cut off at least 5 feet but no more than 10 feet below grade. If any well needs to be lowered or raised (i.e. casing cut down or casing riser added) to meet this regulation, a permit from the Division is required before work can start.

The Division makes the following additional recommendations to the local permitting agency, property owner, and developer:

1. To ensure that present and future property owners are aware of (a) the existence of all wells located on the property, and (b) potentially significant issues associated with any improvements Exhibit C
DocuSign Envelope ID: DD3DC2AD-551F-4B89-88E8-629B1B48F148

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near oil or gas wells, the Division recommends that information regarding the above identified well(s), and any other pertinent information obtained after the issuance of this letter, be communicated to the appropriate county recorder for inclusion in the title information of the subject real property.

2. The Division recommends that any soil containing hydrocarbons be disposed of in accordance with local, state, and federal laws. Please notify the appropriate authorities if soil containing significant amounts of hydrocarbons is discovered during development.

As indicated in PRC § 3106, the Division has statutory authority over the drilling, operation, maintenance, and abandonment of oil, gas, and geothermal wells, and attendant facilities, to prevent, as far as possible, damage to life, health, property, and natural resources; damage to underground oil, gas, and geothermal deposits; and damage to underground and surface waters suitable for irrigation or domestic purposes. In addition to the Division's authority to order work on wells pursuant to PRC §§ 3208.1 and 3224, it has authority to issue civil and criminal penalties under PRC §§ 3236, 3236.5, and 3359 for violations within the Division's jurisdictional authority. The Division does not regulate grading, excavations, or other land use issues.

If during development activities, any wells are encountered that were not part of this review, the property owner is expected to immediately notify the Division's construction site well review engineer in the Northern district office, and file for Division review an amended site plan with well casing diagrams.

The District office will send a follow-up well evaluation letter to the property owner and local permitting agency.

Should you have any questions, please contact me at (805) 937-7246 or via email at [email protected].

Sincerely,
Miguel Cabrera
Northern District Deputy
cc: Darcy Delgado - Plan Checker
Exhibit C
Exhibit D
Response to Comments
APCD letter dated 1/23/23

1. General Comments
a. Nuisance Odors from Wineries Wine production facilities can generate nuisance odors during various steps of the process. Proven methods for handling wastewater discharge and grape skin waste need to be incorporated into the winery practices to reduce offsite odor. Odor complaints could result in a violation of the SLO County APCD Rule 402, Nuisance.

Response: As noted in the MND, wine production facilities can generate nuisance odors during various steps of the process. As part of Phase 2, grape waste and wastewater from production will be collected in tanks on site, treated, and leftover solids will be hauled to approved, permitted receiver sites. Mitigation Measure AQ-4 (refer to MMRP), which would require compliance with SLOAPCD permitting requirements for stationary sources, will require a “permit to operate” from SLOAPCD. In accordance with SLOAPCD permitting requirements, this would substantially reduce odors associated with on-site wine processing processes. With mitigation, this impact would be considered less than significant.
b. Developmental Burning APCD Rule 501 prohibits developmental burning of vegetative material within San Luis Obispo County.

Response: Mitigation Measure AQ-1(l) already notes that the burning of vegetative material shall be prohibited.
c. Construction Permit Requirements: Based on the information provided, we are unsure of the types of equipment that may be present during the project’s construction phase.

Portable equipment, 50 horsepower (hp) or greater, used during construction activities may require a California statewide portable equipment registration (issued by the California Air Resources Board) or an APCD permit. The following list is provided as a guide to equipment and operations that may have permitting requirements but should not be viewed as exclusive:
 Power screens, conveyors, diesel engines, and/or crushers;  Portable generators and equipment with engines that are 50 hp or greater;  Electrical generation plants or the use of standby generators;  Internal combustion engines; and
 Tub grinders.

Response: Mitigation Measure AQ-2 is already included and addresses the above comment. d. Operational Permit Requirements: Based on the information provided, we are unsure of the types of equipment that may be present at the site. Operational sources may require APCD permits. The following list is provided as a guide to equipment and operations that may have permitting requirements but should not be viewed as exclusive:
 New wineries or expanding wineries with the capacity of 26,000 gallons (10,000 cases at twelve 750 milliliter bottles per case) year or more require a Permit to Exhibit D
Operate for fermentation and storage of wine;
 Portable generators and equipment with engines that are 50 hp or greater;  Any stationary or portable agricultural engine over 50 hp  Electrical generation plants or the use of standby generators;  Boilers;
 Small scale manufacturing;
 Internal combustion engines; and
 Cogeneration facilities.

Response: Mitigation Measures AQ-2 and AQ-4 are already included and address the above comments.

2. Air Quality
a. The project proponent evaluated the construction impacts of this project using the most recent CalEEMod computer model. The modeling results indicate that the construction phase impacts will likely be less than the APCD’s significance threshold values identified in Table 2-1 of the CEQA Air Quality Handbook (April 2012).

Therefore, besides the requirements below, the APCD is not recommending construction mitigation measures for this project.

Response: The MMRP already includes the Fugitive Dust mitigation measures under AQ-1 as required.
b. Based on the project proponent’s operational phase emission estimates using the most recent CalEEMod computer model, the operational phase emissions, not including the fermentation process, would likely exceed the APCD’s daily operational phase ozone precursor emission threshold identified in Table 3-2 of the CEQA Air Quality Handbook. With the implementation of Mitigation Measures AQ-3 and AQ-4, the excess ozone precursor impacts are adequately address per Table 3-5 of the APCD CEQA Air Quality Handbook. Emissions associated with the fermentation process will be addressed separately in the APCD permitting process.

Response: Noted that implementation of AQ-3 and AQ-4 will address operational emissions.

3. Greenhouse Gas Emissions
a. The project proponent evaluated the greenhouse gas (GHG) impacts of this project using the most recent CalEEMod computer model with the results included in Table 19 and 20 on Attachment 5 of the Initial Study and Mitigated Negative Declaration (IS/MND)… APCD deems Mitigation Measure (MM) GHG-1 and 2 to be consistent with the interimguidance. Their implementation will mitigate the project’s GHG impacts to a level of insignificance… The IS/MND compared the GHG emissions from the future APCD permitted fermentation process (934 MTCO2e/yr) to the APCD’s stationary source GHG threshold of 10,000 MTCO2e/yr. GHG emissions from the project’s fermentation process are considered by APCD to be less than significant.

Response: It is noted in the MND that implementation of GHG-1 and GHG-2 will address GHG emissions. The MMRP requires that the applicant satisfy these prior to issuance of a permit, and for the applicant to submit verification from the ARB approved registry for carbon offsets. These verified implementation remarks should address APCD’s concerns related to implementation of GHG-1 and GHG-2.

Exhibit D
DTSC letter dated 1/23/23

1. Has the City looked at other sources besides the Cortese List (e.g., DTSC’s EnviroStor data management system) to ensure the Project site is not impacted by hazardous waste or hazardous substances?
Although the applicant did submit a Phase 1 Environmental Site Assessment (ESA) for the entire site, it was not initially referenced in the CEQA document. In response to the DTSC’s inquiry, with the additional environmental records search referenced in the ESA, the study concluded that it found no evidence of Recognized Environmental Conditions (RECs), no evidence of Historical Recognized Environmental Conditions (HRECs), no evidence of Controlled Recognized Environmental Conditions (CRECs), and no evidence of Business Environmental Risks (BERs).

Based on the data retrieved by the Cortese List and the analysis of the Phase 1 ESA, the Project site is not impacted by hazardous waste or hazardous substances.

2. If there are hazards or hazardous materials on the Project site, the appropriate environmental regulatory agency should provide regulatory concurrence that the Project site is safe for construction and proposed use.

Response: Mitigation Measure AQ-5 addresses this concern.

3. MND should look at the potential for historic or future activities on the Project site that will result in the release of hazardous waste substances.

As noted in the response (1) above, the Phase 1 ESA concluded there is no evidence of historical recognized environmental conditions (HRECs).

4. Will demolition, if any, for the Project risk the release of hazardous materials, e.g., asbestos or lead-based paints?
Response: Mitigation Measure AQ-5(b) requires all hazardous materials to be handled and disposed of in accordance with local, state, and federal regulations. Further, it says that according to the Department of Toxic Substances Control (DTSC), if the paint is not removed from the building material during demolition (and is not chipping or peeling), the material can be disposed of as construction debris (a non-hazardous waste). AQ-5(c) requires that prior to any grading activities, a geologic evaluation shall be conducted to determine if naturally occurring asbestos (NOA) is present within the area that will be disturbed, with further requirements if NOA is found.

5. Ensure soil import is free of contamination.

Response: Section 20.16.050.F.2 of the PRMC states that “no deleterious material shall be permitted in fills”.

Exhibit D

6. Check Project site for prior use of pesticides.

According to the Phase 1 ESA, the long-term use of the Subject Property for agricultural purposes indicates the potential for agricultural chemicals (pesticides, herbicides, etc.) to have been applied. It is the applicant’s opinion that the risk for contamination at the subject property is minimal based on the proposed use, and that no further investigation is warranted at this time. If the property land use were to change to residential, a subsurface investigation would be recommended.

Caltransletter dated 1/23/23

1. The MND should consider the project be conditioned to not begin operations until the Huer Huero Creek Bridge is operational. As an interim option until the bridge is operational, Caltrans recommends the restriction of left turn movements out of Airport Road, requiring all vehicles to use the signal at Golden Hill Road. Passenger vehicles can make the U-turn at Golden Hill and trucks can turn left onto Golden Hill Road and then turn left onto Union Road to access eastbound SR 46. This would be similar to the detour currently being used for the roundabout construction at the intersection of Golden Hill Road and Union Road, just the opposite direction.

Response: The City agrees with Caltrans recommendation and sees this option as being consistent with option (b) of TR-2.

Department of Conservation letter dated 1/27/23

1. To assist local permitting agencies, property owners, and developers in making wise land use decisions regarding potential development near oil, gas, or geothermal wells, the California Geologic Energy Management Division (CalGEM) has provided a well evaluation for the referenced project, including established well abandonment procedures should any wells be located on the property.

Response: Per the evaluation contained in the letter, there are no known wells on the property. No changes to the MND are required. This letter is informational. (805) 316-0101
895 Napa Avenue, Suite A-6, Morro Bay, CA 93442

MEMORANDUM
Date: February 1, 2023
To: David Athey, City of Paso Robles
From: Michelle Matson and Joe Fernandez, CCTC
Subject: Stravinski-Daou and Treana, Paso Robles – Airport Road/SR 46E Turn Restriction This memorandum summarizes the mitigation recommendations for the proposed Stravinski, Daou, and Treana warehouses on Airport Road and Dry Creek Road near the Paso Robles Municipal Airport. Central Coast Transportation Consulting (CCTC) previously prepared the transportation analysis for the Stravinski and Daou warehouses dated November 18, 2022, and for the Treana warehouse on November 17, 2022.

Caltrans’ comment letter dated January 23, 2023 supported the time-of-day trucking restrictions proposed in those studies and recommended restricting southbound left turns at Airport Road at SR 46E. The mitigation recommendations are updated below to incorporate Caltrans’ input.

MITIGATION RECOMMENDATIONS
We recommend southbound left turns at the SR 46 E/Airport Road intersection be restricted consistent with Caltrans’ letter.

We also recommend that the applicant(s) prepare and implement a Transportation Demand Management Plan (TDMP) including truck time-of-day restrictions and truck routes. We recommend eastbound outbound trucks use Airport Road to Golden Hill Road consistent with the Caltrans recommendations and we recommend prohibiting outbound distribution trucks between the following times:
 Monday through Thursday: 3 to 6 PM
 Friday: 2 to 6 PM
 Sunday: 10 AM to 2 PM
We recommend the SR 46 E/Airport Road intersection improvements be completed prior to occupancy of any of the warehouses and that all applicants participate in an agreement to share the costs associated with the design and construction.

Following construction of the Huer Huero Creek Bridge, we recommend the TDMP be amended to require that all trucks use the bridge to access Golden Hill Road and SR 46 E. The applicant(s) should evaluate truck levels after occupancy and construction of the bridge prior to removing the time restrictions listed above.

TRANSPORTATION ANALYSIS
Currently, the SR 46 E/Airport Road intersection experiences long southbound queues during peak periods. If more than one left turning vehicle or a truck is waiting to make a southbound left turn, southbound right turning vehicles are blocked increasing queues. Removal of the southbound left turn at SR 46 E/Airport Road will decrease conflict points and reduce southbound queuing. The left turn restriction will affect relatively few vehicles (typically fewer than ten left turns currently occur during peak hours).

Westbound U-turns are permitted at the SR 46 E/Golden Hill Road intersection and the westbound left turn lane can accommodate the detoured vehicles without causing queuing issues. Passenger vehicles can U-turn at Exhibit E
Stravinski-Daou and Treana, Paso Robles – Airport Road/SR 46E Turn Restriction 2 Central Coast Transportation Consulting February 1, 2023 the traffic signal. Large trucks will need to make a left turn on Golden Hill Road and use the Golden Hill Road/Union Road roundabout currently under construction. California legal trucks (and larger) can be accommodated in the roundabout and large trucks will be restricted during peak times. The roundabout has adequate capacity to accommodate the new truck trips until the Huer Huero Bridge is completed.

Please let us know if you have any questions.

Exhibit E
Attachment 3
RESOLUTION 23-XXX (B)

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES APPROVING PLANNED DEVELOPMENT 22-04 AND OAK TREE REMOVAL PERMIT 22-06 WHEREAS, the City of Paso Robles has received applications from SDG Paso Robles 413, LLC and Daou Vineyards, LLC to subdivide a single parcel located at 5175 Airport Road (APN 025-434-002) into two parcels, which will be built in two phases: Parcel 1 being Phase 1 and Parcel 2 being Phase 2; and WHEREAS, Phase 1 would accommodate the SDG Paso Robles 413, LLC proposal to construct an approximately 196,000 square-foot building for wine storage and distribution; and WHEREAS, Phase 2 would accommodate the Daou Vineyards, LLC proposal to construct an approximately 157,220 square foot wine production facility; and
WHEREAS, Phase 1 and Phase 2 are collectively referred to as the “Project” for purposes of the California Environmental Quality Act (CEQA), and
WHEREAS, as part of the entitlements required for Phase 1, an application for Planned Development 22-04, Oak Tree Removal 22-06, and Tentative Parcel Map PR22-0022 has been filed by SDG Paso Robles 413, LLC; and WHEREAS, the site has a General Plan land use designation of Business Park (BP) and is in the Industrial zoning district, Planned Development zoning overlay (M-PD); and WHEREAS, wine storage and distribution are an allowed use in the M zoning district; and WHEREAS, Oak Tree Removal Permit (OTR 22-06) proposes the removal of 3 native oak trees, totaling 102- inches of diameter; and
WHEREAS, Tentative Parcel Map PR 22-0022 would subdivide the 19.75-acre lot into two roughly equal parcels, each approximately 9.87-acres in size; and
WHEREAS, the purpose and intent of the planned development (PD) district zoning overlay is to provide for innovation and flexibility in the design of residential, commercial and industrial developments. Approval of a development plan is required for all development in the planned development (overlay) district; and WHEREAS, the site is in Safety Zone 5 of the Airport Land Use Plan, the Traffic Pattern Zone, where warehouse and distribution facilities are compatible land uses; and WHEREAS, in compliance with the California Environmental Quality Act (CEQA), an initial study and mitigated negative declaration (SCH 2022120593) were prepared for the project and were circulated between December 23, 2022 and January 24, 2023.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES DOES HEREBY RESOLVE AS FOLLOWS:

Section 1. All of the above recitals are true and correct and incorporated herein by reference.

Section 2. Based upon the facts and analysis presented in the staff report, public testimony received, and subject to the conditions listed below, the City Council makes the following findings:

Attachment 3
Development Plan Findings

1. The design and intensity of the proposed development plan is consistent with the goals and policies established by the general plan and the zoning code, particularly the purpose and intent of the zoning district in which a development project is located, because the project would provide for additional industrial and warehouse uses consistent with the Business Park land use and Industrial zoning designations.

2. The proposed development plan will not be detrimental to the health, safety, morals, comfort, convenience and general welfare of the residents and or businesses in the surrounding area, or be injurious or detrimental to property and improvements in the neighborhood or to the general welfare of the City, as a result of the site planning demonstrating substantial setbacks and adequate landscaping; and

3. The proposed development plan accommodates the aesthetic quality of the City as a whole, especially where development will be visible from the gateways to the City, scenic corridors; and the public rightof-way, based on the mixture of quality materials and landscaping.

4. The proposed development plan is compatible with, and is not detrimental to, surrounding land uses and improvements, provides appropriate visual appearance, and contributes to the mitigation of any environmental and social impacts as outlined in the MND prepared for this project and specifically with the incorporation of the 7-foot tall sound wall or berm to provide noise attenuation to the property to the north.

5. The proposed development plan is compatible with existing scenic and environmental resources such as hillsides, stream courses, oak trees, vistas, and historic buildings and structures; because even although existing structures will be demolished to support the new development, none of the structures were found to meet historic eligibility criteria. Additionally, although three oak trees will be removed, additional mitigation oak trees will be planted onsite.

6. The proposed development plan contributes to the orderly development of the city as a whole by providing a well-designed project that is suitable for the location where it is proposed and surrounding land uses including commercial and light industrial uses, and the existing rural residential in the vicinity.

Planned Development Overlay District Findings

1. The granting of this permit will not adversely affect the policies, spirit and intent of the general plan, applicable specific plans, the zoning code and all other adopted codes, policies and plans of the city because industrial and warehousing uses are consistent with the intent of the Business Park General Plan land use designations.

2. The proposed project maintains and enhances significant natural resources on the site because it will retain three of six oak trees and will incorporate additional replacement oak trees into the site’s landscape plan.

3. The proposed project is designed to be sensitive to, and blend in with, the character of the site and surround area, and would not have an adverse effect on the public views from nearby roads and other public vantage points because it is a business park of similar scale and architectural quality as other business parks in the vicinity.

Attachment 3

4. The proposed project's design and density of the developed portion of the site is compatible with the established character and scale of surrounding development and would not be a disharmonious or disruptive element to the neighborhood because it is a business park of similar scale and architectural quality as other business parks in the vicinity.

5. The development would be consistent with the purpose and intent of this Planned Development District chapter of the Zoning Ordinance and would not be contrary to the public health, safety, and welfare because it does not include significant modification from code requirements as can be permitted in the PD Overlay district.

6. Modification of the standards as set forth in this chapter or elsewhere in the zoning ordinance shall only be approved upon a finding that greater public benefit would be achieved through such modifications. Additionally, for planned development projects that are seeking an increase in allowable building heights, modification of the height limitations shall only be approved upon a finding that the proportion, scale, and nature of the project is such that the modifications would not create an adverse visual impact nor compromise the safety of occupants. The project does not include a modification of the height limit.

Oak Tree Removal Permit Findings

1. The condition of the oak tree with respect to its general health, status as a public nuisance, danger of falling, proximity to existing or proposed structures, interference with utility services, and its status as host for a plant, pest or disease endangering other species of trees or plants with infection or infestation: For the three (3) valley oak trees (Tree Nos. 1, 2, and 3), although rated from poor (Tree No. 2) to fair (Tree Nos. 1 and 3) condition, the necessity of the requested action is to allow reasonable use of the property for which it has been zoned by allowing construction of the project, including the expansion of public utilities along Airport Road which necessitates the removal of Tree Nos. 1 and 2, and the configuration of the parking lot which necessitates removal of Tree No. 3.

2. The necessity of the requested action to allow construction of improvements or otherwise allow reasonable use of the property for the purpose for which it has been zoned. In this context, it shall be the burden of the person seeking the permit to demonstrate to the satisfaction of the director that there are no reasonable alternatives to the proposed design and use of the property. Every reasonable effort shall he made to avoid impacting oak trees, including but not limited to use of custom building design and incurring extraordinary costs to save oak trees: The building has been considered for alternative designs and the site plan has undergone changes to retain the three other oak trees on the property (Tree Nos. 4, 5, and 6); therefore, every reasonable effort has been made to avoid impacting oak trees.

3. The topography of land, and the potential effect of the requested tree removal on soil retention, water retention, and diversion or increased flow of surface waters. The director shall consider how either the preservation or removal of the oak tree(s) would relate to grading and drainage. Except as specifically authorized by the planning commission and city council, ravines, stream beds and other natural water-courses that provide a habitat for oak trees shall not be disturbed: The tree removals will not affect the soil or water retention of the site.

4. The number, species, size and location of existing trees in the area and the effect of the requested action on shade areas, air pollution, historic values, scenic beauty and the general welfare of the city as a whole: Mitigation trees (totaling 25.5-inches in diameter) are being provided with the new landscape plan for the project to mitigate for the loss of Trees. 1, 2, and 3.

Attachment 3

5. Good forestry practices such as, but not limited to, the number of healthy trees the subject parcel of land will support: Three other oak trees will be retained, and new trees will be planted on the property.

Section 3. In accordance with the California Environmental Quality Act (Public Resources Code §§ 21000 et seq., “CEQA”), the regulations promulgated thereunder (14 Cal. Code of Regulations §§ 15000 et seq., the “CEQA Guidelines, the City prepared an Initial Study/Mitigated Negative Declaration (SCH #2022120593) (“MND”) that analyzed the proposed Project’s environmental impacts. The MND was made available to the public for review from December 23, 2022 through January 24, 2023. On January 24, 2023, the Planning Commission recommended to City Council approval of the Project and adoption of the MND. On February 21, 2023, City Council conducted a duly noticed public hearing and considered the entire record of proceedings, including staff reports and their attachments, the MND, MMRP, and oral and written testimony from interested persons, all of whom were given an opportunity to be heard. Resolution No. 2023-__ recommends adoption of the MND and MMRP, and, among other things, properly assesses the environmental impact of the Project in accordance with CEQA. This Resolution incorporates by reference the environmental findings and analysis set forth in Resolution No. 2023-__, including the MND, as if fully set forth herein.

Section 4. The City Council hereby approves Planned Development 22-04 and Oak Tree Removal Permit 22- 06, subject to the following:

EXHIBIT DESCRIPTION
A Site-Specific Conditions of Approval
B Standard Conditions of Approval
C Title Sheet
D Detailed Site Plan
E Building Elevations
F.1-F.2 Renderings
G Rendered Site Plan
H.1-H.10 Landscape Plans
I Tentative Parcel Map
J Topographic Map
K Preliminary Demolition Plan
L Preliminary Grading Plan
M Preliminary Site Sections
N Preliminary Utility Plan
O Preliminary Offsite Improvement Plan
APPROVED this 21st day of February 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Steven W. Martin, Mayor
ATTEST:

Attachment 3
Melissa Boyer, City Clerk
Exhibits: A-O (attached)
Exhibit A
Site Specific Conditions of Approval – PD 22-04 and OTR 22-06 Planning Division Conditions:

1. The applicant/developer shall comply with the checked standard Conditions of Approval, “Exhibit B” of Resolution 23-_____.

NOTE: In the event of conflict or duplication between standard and site-specific conditions, the site-specific condition shall supersede the standard condition.

2. The project shall be constructed in substantial conformance with the Conditions of Approval established by Resolution 23-______ and it shall be constructed in substantial conformance with the following Exhibits:

3. PD22-04 shall allow for the development of an approximately 196,000 square-foot warehouse building to be used as refrigerated wine storage, distribution, and fulfillment center. There will not be any public tasting rooms, event centers, retail operations, nor any other use that would be open to the public.

4. OTR22-06 shall allow for the removal of three (3) Valley oak trees (Tree #’s 1, 2, and 3), totaling one hundred and two (102) inches in diameter.

5. OTR 22-06 shall require the onsite planting of twenty-five and half (25.5) inches in diameter of replacement trees, or approximately nine (9) 3-inch caliper replacement oaks.

6. Approval of this project is valid for a period of two (2) years from date of approval. Unless construction permits have been issued and site work has begun, the approval of Planned Development 22-04 shall expire on February 21, 2025. The Planning Commission may extend this expiration date if a Time Extension application has been filed with the City along with the fees before the expiration date.

7. Any condition imposed by the City Council in approving this Development Plan and Oak Tree Removal Permit may be modified or eliminated, or new conditions may be added, provided that the Planning Commission shall first conduct a public hearing in the same manner as required for the granting of the original permit. No such modification shall be made unless the Commission finds Exhibit A
that such modification is necessary to protect the public interest and/or neighboring properties, or, in the case of deletion of an existing condition, that such action is necessary to permit reasonable operation and use under the Development Plan.

8. Before issuance of a building permit, the applicant shall submit a Water Efficient Landscape Worksheet.

9. Before final inspection, the applicant shall submit a Certificate of Completion for the landscaping and irrigation installed.

10. Ongoing, the project shall be subject to the City Noise Ordinance.

11. Construction of a noise wall or berm per Mitigation Measure N-1 shall be located outside of the 20- foot road easement along the north property line.

Engineering Division Conditions:

12. All offsite improvements shall be designed and constructed in conformance with the latest copy of the City Standard Details and Specifications.

13. Applicant shall widen Airport road consistent with the plans dated December 30, 2022, to the City Engineer’s satisfaction. The frontage improvements shall be constructed to accommodate two travel lanes, a center turn lane accessing both driveways, and a southbound shoulder for a future southbound Class II bike lane.

Timing: Prior to Encroachment Permit Final.

14. Applicant shall use a Traffic Index of 10.5 with a minimum 6-inch of asphalt on Airport Road.

15. Applicant shall provide a minimum twelve-foot offer of dedication for road purposes along Airport Road to the City Engineer’s satisfaction.

Timing: Final Map or Prior to Encroachment Permit issuance.

16. Applicant shall install water and sewer extensions in Airport Road to the City Engineer’s and City Utility Department’s satisfaction.

Timing: Prior to Encroachment Permit Final.

17. Applicant shall modify the grading plan to remove the screening berm from the existing 20-foot road reservation.

Timing: Prior to grading plan issuance.

18. Applicant shall provide reciprocal access and maintenance easement to Parcel 2 consistent with the final map and to the satisfaction of the City Engineer.

Timing: Prior to Final Map recordation.

19. Applicant shall provide a blanket stormwater easement for the benefit of Parcel 1 consistent with the Tentative Map and to the satisfaction of the City Engineer.

Timing: Prior to Final Map recordation.

20. Applicant shall install improvements at the Airport Road intersection restricting southbound left turns onto State Route 46 East. The southbound left turn restrictions shall be operational prior to Exhibit A
Certificate of Occupancy. Applicant is responsible for design, permitting, and construction of the improvements. An encroachment permit shall be obtained from Caltrans prior to construction.

The Applicant may submit a request to the City Council to approve a reimbursement agreement for installation of the left turn restriction improvements, which the City Council may approve or deny in their sole discretion. The reimbursement agreement will apply to other development projects benefiting from the improvements. The reimbursement agreement cost allocation shall be based on total building square footage as determined by the City Engineer. The City Engineer has evaluated the proposed and pending projects in the area and building square footage is a reasonable means of determining traffic payments as the square footage corelates reasonably to those project’s trip generation derived from the ITE trip estimates for similar sizes and uses. Applicant is responsible for all costs associated design and construction of the identified and constructed improvement.

Timing: Left Turn Restrictions – Prior to Issuance of Certificate of Occupancy Execution of a Fair Share Reimbursement Agreement - Prior to Issuance of any permit.

Timing: Reimbursement Payment – Prior to Building Final.

19. Applicant shall prepare and implement a Transportation Demand Management Plan that includes time of day restrictions and truck routes. Eastbound trucks must be required to use Airport Road to Golden Hill Road consistent with the Caltrans recommendations. Outbound distribution trucks must be prohibited from leaving the site between the following times:
a. Monday through Thursday: 3 PM to 6 PM
b. Friday: 2 PM to 6 PM
c. Sunday: 10 AM to 2 PM
Timing: Prior to Building Final for TDMP approval and Ongoing after Occupancy. This condition may be removed by the City Engineer after construction of the permanent Huer Huero Creek Bridge and Union Road over pass. An engineering traffic study demonstrating that the site exiting restrictions can be lifted by the City Engineer, shall be submitted to support the request.

21. Applicant shall pay a heavy truck road maintenance per truck trip fee for the future Airport, New Airport, Wisteria, to Golden Hill corridor if adopted by the City Council. Applicant is responsible for paying their fair share cost of the heavy truck road maintenance fee study report. The heavy truck road maintenance fee study report cost allocation shall be based on heavy truck generation by the project.

Mitigation Measures – Conditions of Approval:

Exhibit A
b. The project shall include lighting controls and dimming capabilities for both buildingrelated lighting and pedestrian/parking-related lighting, based on the IES, California Green Building Code, and California Energy Code minimums. Occupancy sensors shall be utilized so that lighting is dimmed or turned off when an area is unoccupied. c. Lighting in parking areas and along drive aisles shall be the minimum level necessary to provide appropriate visibility of pedestrians and vehicles. d. Lighting fixtures located in parking areas or drive aisles shall not be located adjacent to or above trees that will obscure lighting beyond safe levels as the trees mature. e. Any exterior lighting, including lighting for signs, shall be “warm-white” or filtered (correlated color temperature of < 3,000 Kelvin; scotopic/photopic ratio of < 1.2) to minimize blue emissions.
f. All exterior lighting fixtures shall be International Dark Sky Association approved (Fixture Seal of Approval program) and shall be installed so that they are shielded and directed downwards.

AQ-1. The following mitigation measures shall be implemented to reduce construction generated fugitive dust. These measures shall be shown on grading and building plans. a. Reduce the amount of disturbed area where possible.
b. Use water trucks, SLOAPCD-approved dust suppressants (see Section 4.3 in the CEQA Air Quality Handbook), or sprinkler systems in sufficient quantities to prevent airborne dust from leaving the site and from exceeding the District’s limit of 20% opacity for greater than 3 minutes in any 60- minute period. Increased watering frequency would be required whenever wind speeds exceed 15 mph. Reclaimed (non-potable) water should be used whenever possible. Please note that since water use is a concern due to drought conditions, the contractor or builder shall consider the use of an APCD-approved dust suppressant where possible to reduce the amount of water used for dust control. For a list of suppressants, see Section 4.3 of the CEQA Air Quality Handbook. c. All dirt stockpile areas should be sprayed daily or covered with tarps or other dust barriers as needed.
d. All roadways, driveways, sidewalks, etc. to be paved should be completed as soon as possible. In addition, building pads should be laid as soon as possible after grading unless seeding or soil binders are used.
e. All trucks hauling dirt, sand, soil, or other loose materials are to be covered or should maintain at least two feet of freeboard (minimum vertical distance between the top of load and top of trailer) in accordance with CVC Section 23114. f. “Track-Out” is defined as sand or soil that adheres to and/or agglomerates on the exterior surfaces of motor vehicles and/or equipment (including tires) that may then fall onto any highway or street as described in CVC Section 23113 and California Water Code 13304.

Exhibit A
i. All disturbed soil areas not subject to revegetation should be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD.
j. Vehicle speed for all construction vehicles shall not exceed 15 mph on any unpaved surface at the construction site.
k. Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water should be used where possible. Roads shall be pre-wetted prior to sweeping when possible.
l. The burning of vegetative material shall be prohibited. Effective February 25, 2000, the APCD prohibited developmental burning of vegetative material within San Luis Obispo County. If you have any questions regarding these requirements, contact the SLOAPCD Engineering & Compliance Division at (805) 781-5912.
m. The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20% opacity, and to prevent the transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork or demolition.

AQ-2. The following measures shall be implemented to reduce construction emissions from on and offroad construction equipment (NOx, ROG, and DPM) and area sources. These measures shall be shown on grading and building plans:
a. Maintain all construction equipment in proper tune according to manufacturer’s specifications.
b. Heavy-duty (50 horsepower or greater) diesel-fueled construction equipment shall meet, at a minimum, ARB's Tier 3 certified engines, or cleaner, off-road heavy-duty diesel engines; be fitted with diesel exhaust particulate filters in accordance with manufacturer recommendations; and, comply with the State Off-Road Regulation. Heavy-duty equipment with Tier 4 engines shall be used to the extent locally available. Where Tier 3, or cleaner, equipment is not available, incorporate diesel emission control strategies/retrofits, such that emission reductions achieved equal or exceed that of a Tier 3 engine. Installing California Verified Diesel Emission Control Strategies. Verified diesel emissions control strategies can be found at: arb.ca.gov/diesel/verdev/vt/cvt.htm. c. When applicable, portable equipment, 50 horsepower (hp) or greater, used during construction activities shall be registered with the California statewide portable equipment registration program (issued by the California Air Resources Board) or be permitted by the APCD. Such equipment may include power screens, conveyors, internal combustion engines, crushers, portable generators, tub grinders, trammel screens, and portable plants (e.g., aggregate plant, asphalt plant, concrete plant). For more information, contact the SLOAPCD Engineering & Compliance Division at (805) 781-5912. d. Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for onroad heavy-duty diesel engines, and comply with the State On-Road Regulation. e. All on and off-road diesel equipment shall not idle when not in use. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5- minute idling limit.
f. Construction equipment staging areas shall be located at the furthest distance possible from nearby sensitive land uses.
g. To the extent locally available, electrified or alternatively powered construction equipment shall be used.
h. Construction of the proposed project shall use low-VOC content paints (e.g., 50 grams VOC per liter, or less).

Exhibit A
i. To the extent locally available, use prefinished building materials or materials that do not require the application of architectural coatings.
j. Meet or exceed Cal Green Tier 2 standards for reducing cement use in concrete mix as allowed by local ordinance and conditions.

AQ-3. The following mitigation measures shall be implemented to reduce the operational emissions generated by the project:
a. For the proposed Stravinski refrigerated warehouse, the use of diesel-fueled transport refrigeration units (TRUs) or auxiliary power units shall not be used. All truck TRUs to be used by the building tenant(s) shall be plug-in capable. b. Electrical main service panel shall for both warehouses shall be designed to accommodate the potential future installation of electric charging stations for haul trucks. c. Heavy-duty trucks to be owned by the project applicants shall be model year 2014, or later.

To the extent available, zero-emission vehicles should be used. d. Warehouse service equipment (e.g., yard hostlers, yard equipment, forklifts, pallet jacks) shall be zero-emission.
e. In accordance with ARB’s Airborne Toxic Control Measure to Limit Diesel-Fueled Commercial Motor Vehicle Idling, Heavy-duty diesel-fueled truck idle time shall be limited to 5-minutes/truck when not in use. Signage shall be posted at loading dock areas to advise drivers of this requirement.
f. Provide a pedestrian-friendly and interconnected streetscape with good access to/from the development for pedestrians, bicyclists, and transit users to make alternative transportation more convenient, comfortable, and safe.
g. Implement programs to reduce employee vehicle miles traveled (e.g. incentives, SLO Regional Rideshare trip reduction program, vanpools, remote working, alternative schedules.)
h. Provide employee lockers and showers to promote bicycle and pedestrian use. One shower and 5 lockers for every 25 new employees is recommended. i. Exceed Cal Green standards by 25% for providing on-site bicycle parking: both shortterm racks and long-term lockers, or a locked room with standard racks and access limited to bicyclists only.
j. Reduce fugitive dust from roads and parking areas with the use of paving or other materials.
k. Exceed Cal Green Tier 2 standards for building energy efficiency. l. Exceed Cal Green Tier 2 standards for utilizing recycled content materials. m. Exceed Cal Green Tier 2 standards for the use of greywater, rainwater, or recycled water where applicable/available.
n. Exceed Cal Green Tier 2 standards for using shading, trees, plants, cool roofs, etc. to reduce "heat island" effect.
o. Exceed Cal Green building standards at the time of development for water conservation (e.g. use of low flow water fixtures, water efficient irrigation systems, and draught tolerant landscaping.)
p. All built-in appliances shall be Energy Star certified or equivalent. q. Design roof trusses to handle dead weight loads of standard solar-heated water and photovoltaic panels.
r. To the extent available, use paints and cleaning products that are low-VOC content (e.g., 50 grams/liter VOC content, or less).
s. Utilize on-site renewable energy system (e.g. solar, wind, geothermal, biomass and/or biogas) to offset at least 10% of the project’s electricity use.

Exhibit A
AQ-5. The following mitigation measures shall be implemented to reduce the disturbance of asbestos and lead. Strategies include but are not limited to the following:
a. Demolition of on-site structures shall comply with the National Emission Standards for Hazardous Air Emissions requirements (NESHAP, 40 CFR, Part 61, Subpart M) for the demolition of existing structures. The SLOAPCD is delegated authority by the Environmental Protection Agency (EPA) to implement the Federal Asbestos NESHAP.

Prior to demolition of on-site structures, the SLOAPCD shall be notified, per NESHAP requirements. Additional information may be obtained at website URL:
http://slocleanair.org/ business/asbestos.php.
b. If during the demolition of existing structures, paint is separated from the construction materials (e.g. chemically or physically), the paint waste will be evaluated independently from the building material by a qualified hazardous materials inspector to determine its proper management. All hazardous materials shall be handled and disposed of in accordance with local, state and federal regulations. According to the Department of Toxic Substances Control (DTSC), if the paint is not removed from the building material during demolition (and is not chipping or peeling), the material can be disposed of as construction debris (a non-hazardous waste). The landfill operator will be contacted prior to disposal of building material debris to determine any specific requirements the landfill may have regarding the disposal of lead-based paint materials. The disposal of demolition debris shall comply with any such requirements. Contact the SLOAPCD Enforcement Division at (805) 781-5912 for more information. Approval of a lead work plan and permit may be required. Lead work plans, if required, will need to be submitted to SLOAPCD ten days prior to the start of demolition.
c. Prior to any grading activities, a geologic evaluation shall be conducted to determine if naturally occurring asbestos (NOA) is present within the area that will be disturbed. If NOA is not present, an exemption request must be filed with the SLOAPCD. If NOA is found at the site, the applicant must comply with all requirements outlined in the Asbestos ATCM. These requirements may include but are not limited to:
1) Development of an Asbestos Dust Mitigation Plan which must be approved by the SLOAPCD before operations begin, and,
2) Development and approval of an Asbestos Health and Safety Program (required for some projects).

BIO-1. To reduce any potentially significant impact on nesting birds from vegetation and tree removals, the following mitigation measure is recommended:

Vegetation removal and initial site disturbance shall be conducted between September 1st and January 31st outside of the nesting season for birds. If vegetation and/or tree removal is planned for the bird nesting season (February 1st to August 31st), then preconstruction nesting bird surveys shall be conducted by a qualified biologist to determine if any active nests would be impacted by project construction. If no active nests are found, then no further mitigation shall be required.

If any active nests are found that would be impacted by construction, then the nest sites shall be avoided with the establishment of a non-disturbance buffer zone around active nests as determined by a qualified biologist. Nest sites shall be avoided and protected with the non-disturbance buffer zone until the adults and young of the year are no longer reliant on the nest site for survival as determined by a qualified biologist. As such, avoiding disturbance or take of an active nest would reduce potential impacts on nesting birds to a less-than-significant level.

BIO-2. To reduce any potentially significant impact on bat roosts, the following mitigation measure is recommended as needed per the demolition plans:

Exhibit A
Prior to demolition of the existing buildings, an evaluation for bat usage shall be conducted by a qualified biologist. If no evidence of bat use is detected, then no further mitigation shall be required.

If an active bat roost is found that would be impacted by construction, then the roost site shall be avoided and protected until the roost is no longer occupied. Natal roosts shall be avoided until the adults and young disperse from the site. Exclusionary measures may be implemented for non-natal roosts to avoid direct mortality of individuals. As such, avoiding disturbance to an active natal roost, and avoiding direct mortality from demolition would reduce potential impacts on roosting bats to a less-than-significant level.

BIO-3. To reduce any potentially significant impact on the regional SJKF movement corridor, and avoid take of any SJKF from project construction, the following mitigation measures are recommended and can be completed for the entire site at once if part of the parcel map (PR 22-0022), or done by the respective Phase as described in the project’s Mitigated Negative Declaration (See Resolution 23-XXX) if no parcel map:

Prior to issuance of grading and/or construction permits, the applicant shall submit evidence to the City of Paso Robles Community Development Department that states that one or a combination of the following three San Joaquin kit fox compensatory mitigation measures has been implemented. The City in consultation with the CDFW will review the project site against the SJKF habitat evaluation form scoring and make a final determination of the appropriate ratio for project impact compensation for the loss of movement habitat within the corridor. The calculations below are for reference and assume a maximum 3:1 ratio will be required by CDFW. a. Provide for the protection in perpetuity, through acquisition of fee or a conservation easement of

52.5 acres (17.5 acres of development multiplied by 3 as a result of an applied 3:1 mitigation ratio) of suitable habitat in the kit fox corridor area (e.g. within the San Luis Obispo County kit fox habitat area, northwest of Highway 58), either on-site or off-site, and provide for a non-wasting endowment to provide for management and monitoring of the property in perpetuity. Lands to be conserved shall be subject to the review and approval of the California Department of Fish and Wildlife and the City. This mitigation alternative (a.) requires that all aspects if this program must be in place before City permit issuance or initiation of any ground disturbing activities. b. Deposit funds into an approved in-lieu fee program, which would provide for the protection in perpetuity of suitable habitat in the kit fox corridor area within San Luis Obispo County, and provide for a non-wasting endowment for management and monitoring of the property in perpetuity. Mitigation alternative (b) above can be completed by providing funds to The Nature Conservancy (TNC) pursuant to the Voluntary Fee-Based Compensatory Mitigation Program (Program). The Program was established in agreement between the CDFW and TNC to preserve San Joaquin kit fox habitat, and to provide a voluntary mitigation alternative to project proponents who must mitigate the impacts of projects in accordance with the California Environmental Quality Act (CEQA). The fee, payable to “The Nature Conservancy,” would total: $131,250 (17.5 x 3 x $2,500). This fee is calculated based on the 2020 cost-per-unit of $2,500 per acre of mitigation, which is scheduled to be adjusted to address the increasing cost of property in San Luis Obispo County; actual cost may increase (or decrease) depending on the timing of payment and final mitigation ratio required. This fee must be paid after the CDFW provides written notification about your mitigation options but prior to City permit issuance and initiation of any ground disturbing activities.
c. Purchase credits in a CDFW-approved conservation bank, which would provide for the protection in perpetuity of suitable habitat within the kit fox corridor area and provide for a non-wasting endowment for management and monitoring of the property in perpetuity. Mitigation alternative (c) above can be completed by purchasing credits from the Palo Prieto Conservation Bank (see contact Exhibit A
information below). The Palo Prieto Conservation Bank was established to preserve San Joaquin kit fox habitat, and to provide a voluntary mitigation alternative to project proponents who must mitigate the impacts of projects in accordance with the CEQA. The cost for purchasing credits is payable to the owners of The Palo Prieto Conservation Bank, would total: $131,250 (17.5 x 3 x $2,500). This fee is calculated based on the 2020 cost-per-credit of $2,500 per acre of mitigation.

The fee is established by the conservation bank owner and may change at any time. Actual cost may increase (or decrease) depending on the timing of payment and final mitigation ratio required.

Purchase of credits must be completed prior to City permit issuance and initiation of any ground disturbing activities.

BIO-4. To avoid direct take of SJKF during construction in accordance with the San Luis Obispo County Guide to SJKF Mitigation Procedures Under CEQA, the project owner(s) shall adopt the Standard Kit Fox CEQA Mitigation Measures and shall be included on development plans. The following measures shall be implemented during development:
• Within 30 days of initiation of site disturbance and/or construction, a qualified biologist shall conduct a pre-activity (i.e. pre-construction) survey for known or potential kit fox dens and submit a letter (or email) to the City reporting the date the survey was conducted, the survey protocol, survey results, and what measures were necessary (and completed), as applicable, to address any potential kit fox activity within the project limits. This may include implementing the 3-day tracking survey per the USFWS Standardized Recommendations for Protection of the Endangered San Joaquin Kit Fox Prior To Or During Ground Disturbance (USFWS 2011) if deemed necessary by the qualified biologist. • A maximum 25 mph speed limit shall be required at the project site during construction activities.
• All construction activities shall cease at dusk and not start before dawn. • A qualified biologist shall be on-site immediately prior to initiation of project activities to inspect for any large burrows (e.g., known and potential dens) and to ensure no wildlife are injured during project activities. If dens are encountered, they should be avoided as discussed below.
• Exclusion zone boundaries shall be established around all known and potential kit fox dens. • All excavations deeper than 2 feet shall be completely covered at the end of each working day.
• All pipes, culverts, or similar structures shall be inspected for SJKF and other wildlife before burying, capping, or moving.
• All exposed openings of pipes, culverts, or similar structures shall be capped or temporarily sealed prior to the end of each working day.
• All food-related trash shall be removed from the site at the end of each work day. • Project-related equipment shall be prohibited outside of designated work areas and access routes.
• No firearms shall be allowed in the project area.
• Disturbance to burrows shall be avoided to the greatest extent feasible. • No rodenticides or herbicides should be applied in the project area. • Permanent fences shall allow for SJKF passage through or underneath (i.e., an approximate 4-inch passage gap shall remain at ground level).
• Prior to issuance of grading and/or construction permit and within 30 days prior to initiation of site disturbance and/or construction, all personnel associated with the project shall attend a worker education training program, conducted by a qualified biologist, to avoid or reduce impacts on sensitive biological resources (i.e. San Joaquin kit fox). At a minimum, as the program relates to the kit fox, the training shall include the kit fox’s life history, all mitigation measures specified by the City, as well as any related biological report(s) prepared for the project. The applicant shall notify the City shortly prior to this Exhibit A
meeting. A kit fox fact sheet shall also be developed prior to the training program, and distributed at the training program to all contractors, employers and other personnel involved with the construction of the project.
• During the site-disturbance and/or construction phase, any contractor or employee that inadvertently kills or injures a San Joaquin kit fox or who finds any such animal either dead, injured, or entrapped shall be required to report the incident immediately to the applicant and City. In the event that any observations are made of injured or dead kit fox, the applicant shall immediately notify the USFWS and CDFW by telephone. In addition, formal notification shall be provided in writing within three working days of the finding of any such animal(s). Notification shall include the date, time, location and circumstances of the incident. Any threatened or endangered species found dead or injured shall be turned over immediately to CDFW for care, analysis, or disposition.

BIO-5. To fully mitigate proposed impacts to three native valley oaks, the project owner(s) shall implement the Mitigation Recommendations provided in the May 12, 2022, Tree Evaluation Letter prepared by Althouse and Mead.

BIO-6. Oak trees removed by the project shall be replaced in accordance with the City’s Oak Tree Preservation Ordinance.

BIO-7. Tree Protection Zone Restrictions for Trees No. 4, 5 and 6:
• No ground disturbance, grading, trenching, construction activities or structural development shall occur within the tree protection zone (TPZ; e.g., the dripline of protected trees) except as specifically authorized by the project's development permit and Project Arborist.
• Setbacks for TPZ fencing may be adjusted under guidance of the Project Arborist. • All temporary vehicle and equipment access areas within TPZ boundaries will require a minimum 6-inch layer of wood chip mulch to mitigate soil compaction over the critical root zone (CRZ). Additionally, the Project Arborist may require the addition of plywood or rubber mats over the mulch in frequently traveled sensitive areas. • No equipment, soil, or construction materials shall be placed, staged, or stored within the TPZ. No oil, gasoline, chemicals, paints, solvents, or other damaging materials shall be deposited within the TPZ or in drainage channels, swales or areas that may lead to the TPZ.
• Unless otherwise directed by the Project Arborist, all work done within the TPZ, including digging, trenching and planting, shall be done with hand tools or small hand-held power tools that are of a depth and design that will not cause root damage. • Where trenching or digging within the TPZ is specifically permitted, the work shall be conducted in a manner that minimizes root damage, as directed by the Arborist. All roots larger than 1-inch in diameter shall be clean cut with sharp pruning tools and not left ragged.
• Any exposed roots shall be re-covered with soil the same day they were exposed if possible. If they cannot, they must be covered with burlap or another suitable material and wet down 2 times per day until reburied.
• Grade changes outside of the TPZ shall not significantly alter drainage to protected trees.

Grading within the TPZ shall use methods that minimize root damage and ensure that roots are not cut off from air. Where erosion may be a factor, return and protect the original grade or otherwise stabilize the soil.
• Protected trees shall not be used for posting signs, electrical wires or pulleys; for supporting structures; and shall be kept free of nails, screws, rope, wires, stakes and any other unauthorized fastening devices or attachments.

Exhibit A
BIO-8. Tree Protection Fencing.

Fencing shall be temporary, readily visible, orange snow drift/construction fencing, and a minimum of 4-feet high. Fencing shall be secured to 6-foot t-posts, driven into the ground by 12 inches, and placed at intervals of 8 feet minimum. Fencing can be fastened to the t-posts with bailing wire or zip ties. Fencing shall be installed outside the CRZ unless modifications are approved by the Project Arborists. Fencing shall effectively: 1) keep the foliage, crown, branch structure and trunk clear from damage by equipment, materials or disturbances; 2) preserve roots and soil in an intact and non- compacted state; and 3) identify the TPZ. Fencing shall be maintained for the duration of construction. Fencing shall be removed as the last item of contract work.

BIO-9. Signs.

One English language and one Spanish language, readily visible, durable, waterproof sign shall be installed on tree protection fences in 4 equidistant locations around each individual protected tree or tree clusters. Signs placed on fencing around a stand of protected trees shall be placed at approximately 50- foot intervals. The size of each sign must be a minimum of 16 inches wide and must contain the wording below. The lettering in the word "WARNING" ("ADVERTENCIA") must be in capital letters at least 2 inches in height; the phrase "TREE PROTECTION ZONE" ("ZONA DE PROTECCIÓN DE ÁRBOLES") must be in capital letters at least 1 inch in height; all other lettering must be at least ½ inch in size.

BIO-10.
• Preconstruction. If construction is planned to occur between February 1 and September 15, a qualified biologist shall survey both Project trees and vegetation within 100 feet of Project area for nesting birds (300 feet for raptors) within one week of construction activities. If nesting birds are present the biologist will coordinate with Project manager to minimize impacts to nesting birds.
• During Construction. An Arborist shall determine when to be onsite to monitor all grubbing, trenching, digging, and grading during construction activities within the TPZ. If required, the Arborist shall inform the City of Paso Robles Community Development Department when tree protective fencing may be removed.
• Unanticipated Tree Damage Reporting. In the event that unanticipated or unauthorized impacts are inflicted on protected trees, the Project Arborist shall be immediately notified. The Project Arborist shall inspect damaged trees and prepare unanticipated damage reports with remediation recommendations to the Project Manager. Any damage or wounds to a tree shall be corrected within 24 hours of notification by a certified Arborist using International Society of Arboriculture (ISA) guidelines.
• Post-Construction Arborist Monitoring and Reporting. Post-construction monitoring and reporting will be performed by the Arborist as required by the City of Paso Robles.

CUL-1. A trained and qualified archaeological monitor should perform cultural resources monitoring of any ground disturbing activities associated with the Project that has the potential to impact cultural resources (i.e. grading, trenching). Monitoring is not effective during activities where the soil matrix is not visually exposed (i.e. pile-driving for installation of solar pylons). The monitor will have the ability to redirect construction activities to ensure avoidance of significant impacts to cultural resources.

CUL-2. During the initial vegetation removal and grading up to five feet below current ground surface of the site , we recommend full time cultural resources monitoring. The project archaeologist, in coordination with the City of Paso Robles, may re-evaluate the necessity for monitoring after the initial five feet of excavations have been completed.

Exhibit A
CUL-3. In the event that these resources are inadvertently discovered during ground-disturbing activities, work must be halted within 50 feet of the find until it can be evaluated by a qualified archaeologist.

Construction activities could continue in other areas. If the discovery proves to be significant, additional work, such as data recovery excavation or fossil recovery, may be warranted and would be discussed in consultation with the appropriate regulatory agency(ies). Any potentially significant artifacts, sites or features observed shall be collected and recorded in conjunction with best management practices and professional standards. Any cultural items recovered during mitigation should be deposited in an accredited and permanent scientific institution for the benefit of current and future generations.

A report documenting the results of the monitoring efforts, including any data recovery activities and the significance of any cultural resources will be prepared and submitted to the appropriate City and County personnel.

Procedures of conduct following the discovery of human remains on non-federal lands have been mandated by California Health and Safety Code §7050.5, PRC §5097.98 and the California Code of Regulations (CCR) §15064.5(e). According to the provisions in CEQA, should human remains be encountered, all work in the immediate vicinity of the burial must cease, and any necessary steps to insure the integrity of the immediate area must be taken. The Orange County Coroner will be immediately notified. The Coroner must then determine whether the remains are Native American. If the Coroner determines the remains are Native American, the Coroner has 24 hours to notify the NAHC, who will, in turn, notify the person they identify as the most likely descendent (MLD) of any human remains. Further actions will be determined, in part, by the desires of the MLD. The MLD has 48 hours to make recommendations regarding the disposition of the remains following notification from the NAHC of the discovery. If the MLD does not make recommendations within 48 hours, the owner shall, with appropriate dignity, reinter the remains in an area of the property secure from further disturbance. Alternatively, if the owner does not accept the MLD’s recommendations, the owner or the descendent may request mediation by the NAHC.

GHG-1. In addition to implementation of Mitigation Measure AQ-3 (noted above), the following additional measures shall be implemented:
a. Proposed land uses shall elect to receive electricity from Central Coast Community Energy (3CE).
b. Building mechanical equipment and appliances shall be electrically powered. The installation of natural-gas service/infrastructure shall be prohibited. c. The Project shall provide organic waste pick up and shall provide the appropriate on-site enclosures consistent with the provisions of the City of Paso Robles Development Standards for Solid Waste Services.
d. Meet current CALGreen Tier 2 standards for electric vehicle (EV) parking spaces, except that all EV parking spaces required by the code shall be “EV-capable” instead of “EVready”.

GHG-2. The project shall provide carbon offsets sufficient to reduce project-generated GHG emissions to below applicable thresholds ), calculated over the life of the project. Based on the modeling conducted, the Stravinski project shall provide offsets in the total amount of 3,929 MTCO2e. Under CEQA Guidelines Section 15126.4, subdivisions (c)(3) and (c)(4), a project’s GHG emissions can be reduced through the application of off-site measures, which may include “Direct Reduction Activities” or the purchase of “Carbon Offset Credits”, which are discussed as follows:

Exhibit A
Direct Reduction Activities
Directly undertake or fund activities that will reduce or sequester GHG emissions. GHG reduction credits shall achieve GHG emission reductions that are real, permanent, quantifiable, verifiable, enforceable, in accordance with the criteria set forth in the ARB’s most recent Process for the Review and Approval of Compliance Offset Protocols in Support of the Cap-and-Trade Regulation (2013). GHG reduction credits shall be undertaken for the specific purpose of reduction project generated GHG emissions and shall not include reductions that would otherwise be required by law.

All Direct Reduction Activities and associated reduction credits shall be confirmed by an independent, qualified third-party.

The “Direct Reduction Activity” shall be registered with a California Air Resources Board (ARB)- approved registry and in compliance with ARB-approved protocols. In accordance with the applicable Registry requirements, the Project applicant (or its designee) shall retain an independent, qualified third-party to confirm the GHG emissions reduction or sequestration achieved by the Direct GHG Reduction Activities against the applicable Registry protocol or methodology. The Project applicant (or its designee) will then apply for issuance of carbon credits in accordance with the applicable Registry rules.

Carbon Offsets
Obtain and retire “Carbon Offsets.” Carbon Offsets shall achieve GHG reductions that are real, permanent, quantifiable, verifiable, and enforceable. Carbon offsets shall be purchased from ARB approved registries and shall comply with ARB-approved protocols to ensure that offset credits accurately and reliably represent actual emissions reductions. If the purchase of carbon offsets is selected, offsets shall be purchased according to the City of San Luis Obispo’s preference, which is, in order of City preference: (1) within the City of San Luis Obispo; (2) within the SLOAPCD jurisdictional area; (3) within the State of California; then (4) elsewhere in the United States. In the event that a project or program providing offsets to the project applicant loses its accreditation, the project applicant shall comply with the rules and procedures of retiring offsets specific to the registry involved and shall purchase an equivalent number of credits to recoup the loss.

N-1. The project shall provide a noise wall or berm of at least 7ft in height at specified locations to mitigate noise:
• For Stravinski, the berm or wall must start at the eastern setback, and extend a minimum of 210 ft (64m) straight westward along the project’s northern property line.

Exhibit B

CITY OF EL PASO DE ROBLES

STANDARD DEVELOPMENT CONDITIONS
Planned Development 22-04 Conditional Use Permit
Tentative Parcel Map PR22-0022 Tentative Tract Map
Approval Body: CC Date of Approval: February 21, 2023_________ Applicant: SDG Paso Robles 413, LLC Location: 5175 Airport Road APN: 025-434-002
The following conditions that have been checked are standard conditions of approval for the above referenced project. The checked conditions shall be complied with in their entirety before the project can be finalized, unless otherwise specifically indicated. In addition, there may be site specific conditions of approval that apply to this project in the resolution.

COMMUNITY DEVELOPMENT DEPARTMENT - The applicant shall contact the Community Development Department, (805) 237-3970, for compliance with the following conditions:

A. GENERAL CONDITIONS – PD/CUP:

1. This project approval shall expire on February 21, 2025 unless a time extension request is filed with the Community Development Department, or a State mandated automatic time extension is applied prior to expiration.

2. The site shall be developed and maintained in accordance with the approved plans and unless specifically provided for through the Planned Development process shall not waive compliance with any sections of the Zoning Code, all other applicable City Ordinances, and applicable Specific Plans.

3. To the extent allowable by law, Owner agrees to hold City harmless from costs and expenses, including attorney’s fees, incurred by City or held to be the liability of City in connection with City’s defense of its actions in any proceeding brought in any State or Federal court challenging the City’s actions with respect to the project.

Owner understands and acknowledges that City is under no obligation to defend any legal actions challenging the City’s actions with respect to the project.

4. Any site-specific condition imposed by the Planning Commission in approving this project (PD 22-04, OTR22-06, Tentative Parcel Map PR 22-0022) may be modified or eliminated, or new conditions may be added, provided that the Planning Exhibit B
Commission shall first conduct a public hearing in the same manner as required for the approval of this project. No such modification shall be made unless the Commission finds that such modification is necessary to protect the public interest and/or neighboring properties, or, in the case of deletion of an existing condition, that such action is necessary to permit reasonable operation and use for this approval.

5. The site shall be kept in a neat manner at all times and the landscaping shall be continuously maintained in a healthy and thriving condition.

6. All signs shall be subject to review and approval as required by Municipal Code Section 21.19 and shall require a separate application and approval prior to installation of any sign.

7. Prior to the issuance of a Building Permit, a landscape and irrigation plan consistent with the Landscape and Irrigation Ordinance, shall be submitted for City review and approval. The plan needs to be designed in a manner that utilizes drought tolerant plants, trees and ground covers and minimizes, if not eliminates the use of turf. The irrigation plan shall utilize drip irrigation and limit the use of spray irrigation. All existing and/or new landscaping shall be installed with automatic irrigation systems.

8. A reciprocal parking and access easement and agreement for site access, parking, and maintenance of all project entrances, parking areas, landscaping, hardscape, common open space, areas and site lighting standards and fixtures, shall be recorded prior to or in conjunction with the Final Map. Said easement and agreement shall apply to all properties, and be referenced in the site Covenants, Conditions and Restrictions (CC&Rs).

9. All outdoor storage shall be screened from public view by landscaping and walls or fences per Section 21.21.110 of the Municipal Code.

10. For commercial, industrial, office or multi-family projects, all refuse enclosures are required to provide adequate space for recycling bins. The enclosure shall be architecturally compatible with the primary building. Gates shall be view obscuring and constructed of durable materials. Check with Paso Robles Waste Disposal to determine the adequate size of enclosure based on the number and size of containers to be stored in the enclosure.

11. For commercial, industrial, office or multi-family projects, all existing and/or new ground-mounted appurtenances such as air-conditioning condensers, electrical transformers, backflow devices etc., shall be screened from public view through the use of decorative walls and/or landscaping subject to approval by the Community Development Director or his designee. Details shall be included in the building plans.

12. All existing and/or new roof appurtenances such as air-conditioning units, grease Exhibit B
hoods, etc. shall be screened from public view. The screening shall be architecturally integrated with the building design and constructed of compatible materials to the satisfaction of the Community Development Director or his designee. Details shall be included in the building plans.

13. All existing and/or new lighting shall be shielded so as to be directed downward in such a manner as to not create off-site glare or adversely impact adjacent properties.

The style, location and height of the lighting fixtures shall be submitted with the building plans and shall be subject to approval by the Community Development Director or his designee.

14. All walls/fences and exposed retaining walls shall be constructed of decorative materials which include but are not limited to splitface block, slumpstone, stuccoed block, brick, wood, crib walls or other similar materials as determined by the Development Review Committee, but specifically excluding precision block.

16. It is the property owner's responsibility to ensure that all construction of private property improvements occur on private property. It is the owner's responsibility to identify the property lines and ensure compliance by the owner's agents.

17. Any existing Oak trees located on the project site shall be protected and preserved as required in City Ordinance No.835 N.S., Municipal Code No. 10.01 "Oak Tree Preservation", unless specifically approved to be removed. An Oak tree inventory shall be prepared listing the Oak trees, their disposition, and the proposed location of any replacement trees required. In the event an Oak tree is designated for removal, an approved Oak Tree Removal Permit must be obtained from the City, prior to removal.

18. No storage of trash cans or recycling bins shall be permitted within the public rightof-way.

19. Prior to recordation of the map or prior to occupancy of a project, all conditions of approval shall be completed to the satisfaction of the City Engineer and Community Developer Director or his designee.

20. Two sets of the revised Planning Commission approved plans incorporating all Conditions of Approval, standard and site specific, shall be submitted to the Community Development Department prior to the issuance of building permits.

21. Prior to the issuance of building permits, the
Development Review Committee shall approve the following:

Planning Division Staff shall approve the following:
a. A detailed site plan indicating the location of all structures, parking layout, outdoor storage areas, walls, fences, light fixtures and Exhibit B
trash enclosures;
b. A detailed landscape plan;
c. Detailed building elevations of all structures indicating materials, colors, and architectural treatments;
d. Other:

B. GENERAL CONDITIONS – TRACT/PARCEL MAP:

1. In accordance with Government Section 66474.9, the subdivider shall defend, indemnify and hold harmless the City, or its agent, officers and employees, from any claim, action or proceeding brought within the time period provided for in Government Code section 66499.37, against the City, or its agents, officers, or employees, to attack, set aside, void, annul the City's approval of this subdivision.

The City will promptly notify subdivider of any such claim or action and will cooperate fully in the defense thereof.

2. The Covenants, Conditions, and Restrictions (CC&Rs) and/or Articles Affecting Real Property Interests are subject to the review and approval of the Community Development Department, the Public Works Department and/or the City Attorney.

They shall be recorded concurrently with the Final Map or prior to the issuance of building permits, whichever occurs first. A recorded copy shall be provided to the affected City Departments.

3. The owner shall petition to annex residential Tract (or Parcel Map)________ into the City of Paso Robles Community Facilities District No. 2005-1 for the purposes of mitigation of impacts on the City’s Police and Emergency Services Departments.

4. Street names shall be submitted for review and approval by the Planning Commission, prior to approval of the final map.

5. The following areas shall be permanently maintained by the property owner, Homeowners’ Association, or other means acceptable to the City:
__________________________________________________________ ****************************************************************************** ENGINEERING DIVISION- The applicant shall contact the Engineering Division, (805) 237- 3860, for compliance with the following conditions:

All conditions marked are applicable to the above referenced project for the phase indicated.

C. PRIOR TO ANY PLAN CHECK:

1. The applicant shall enter into an Engineering Plan Check and Inspection Services Agreement with the City.

Exhibit B
D. PRIOR TO ISSUANCE OF A GRADING PERMIT:

1. Prior to approval of a grading plan, the developer shall apply through the City, to FEMA and receive a Letter of Map Amendment (LOMA) issued from FEMA. The developer's engineer shall provide the required supporting data to justify the application.

2. Any existing Oak trees located on the project site shall be protected and preserved as required in City Ordinance No. 553, Municipal Code No. 10.01 "Oak Tree Preservation", unless specifically approved to be removed. An Oak tree inventory shall be prepared listing the Oak trees, their disposition, and the proposed location of any replacement trees required. In the event an Oak tree is designated for removal, an approved Oak Tree Removal Permit must be obtained from the City, prior to its removal.

3. A complete grading and drainage plan shall be prepared for the project by a registered civil engineer and subject to approval by the City Engineer. The project shall conform to the City’s Storm Water Discharge Ordinance and Post Construction requirements.

4. A Soils and/or Geology Report providing technical specifications for grading of the site shall be prepared by a Geotechnical Engineer.

5. A Storm Water Pollution Prevention Plan per the State General Permit for Strom Water Discharges Associated with Construction Activity shall be provided for any site that disturbs greater than or equal to one acre, including projects that are less than one acre that are part of a larger plan of development or sale that would disturb more than one acre.

E. PRIOR TO ISSUANCE OF A BUILDING PERMIT:

1. All off-site public improvement plans shall be prepared by a registered civil engineer and shall be submitted to the City Engineer for review and approval. The improvements shall be designed and constructed to the City Standard Details and Specifications.

2. The applicant shall submit a composite utility plan signed as approved by a representative of each public utility.

3. Landscape and irrigation plans for the public right-of-way shall be incorporated into the improvement plans and shall require approval by the Parks/Facilities Maintenance Supervisor and the Community Development Department.

4. In a special Flood Hazard Area as indicated on a Flood Insurance Rate Map (FIRM) Exhibit B
the owner shall provide an Elevation Certificate in accordance with the National Flood Insurance program. This form must be completed by a land surveyor or civil engineer licensed in the State of California.

F. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY OR RECORDATION OF THE FINAL MAP:

The Planning Commission has made a finding that the fulfillment of the construction requirements listed below are a necessary prerequisite to the orderly development of the surrounding area.

1. The applicant shall pay any current and outstanding fees for Engineering Plan Checking and Construction Inspection services.

2. All public improvements are completed and approved by the City Engineer, and accepted by the City Council for maintenance if required.

3. The owner shall offer to dedicate and Improve Airport Road consistent with the Tentative Map and City Engineer’s satisfaction.
.

4. If, at the time of approval of the final tract map, any required public improvements have not been completed and accepted by the City the owner shall be required to enter into a Subdivision Agreement with the City in accordance with the Subdivision Map Act.

Bonds required and the amount shall be as follows:

Performance Bond...............100% of improvement costs.

Labor and Materials Bond........50% of performance bond.

5. If the City Engineer determines that the existing City Street adjacent to the frontage of the project is inadequate for the traffic generated by the project, or will be severely damaged by the construction, the applicant shall excavate the entire structural section and replace it with a standard half-width street plus a 12' wide travel lane and 8' wide graded shoulder adequate to provide for two-way traffic.

6. If the City Engineer determines that the existing pavement and structural section of the City Street adjacent to the frontage of the project is adequate, the applicant shall provide a new structural section from the proposed curb to the edge of pavement and shall overlay the existing paving to centerline for a smooth transition.

7. Because of the number of utility trenches required for this project, the City Council adopted Pavement Management Program requires a pavement overlay on _________________ along the frontage of the project.

Exhibit B

8. The applicant shall install all utilities. Street lights shall be installed at locations as required by the City Engineer. All utilities shall be extended to the boundaries of the project.

9. The owner shall offer to dedicate to the City the following easement(s). The location and alignment of the easement(s) shall be to the description and satisfaction of the City Engineer:
a. Avigation.

10. The developer shall annex to the City's Landscape and Lighting District for payment of the operating and maintenance costs of the following:
a. Street lights;
b. Parkway/open space landscaping;
c. Wall maintenance in conjunction with landscaping;
d. Graffiti abatement;
e. Maintenance of open space areas.

11. For a building with a Special Flood Hazard Area as indicated on a Flood Insurance Rate Map (FIRM), the developer shall provide an Elevation Certificate in accordance with the National Flood Insurance Program. This form must be completed by a lands surveyor or civil engineer licensed in the State of California.

12. All final property corners shall be installed prior to final occupancy.

13. All areas of the project shall be protected against erosion by hydro seeding or landscaping.

14. All construction refuse shall be separated (i.e. concrete, asphalt concrete, wood gypsum board, etc.) and removed from the project in accordance with the City's Source Reduction and Recycling Element.

15. Clear blackline mylars and paper prints of record drawings, signed by the engineer of record, shall be provided to the City Engineer prior to the final inspection. An electronic autocad drawing file registered to the California State Plane – Zone 5 / NAD83 projected coordinate system, units in survey feet, shall be provided. All Maps shall be provided in GIS shape file format to the City Engineer’s Satisfaction.

PASO ROBLES DEPARTMENT AND EMERGENCY SERVICES- The applicant shall contact the Department of Emergency Services, (805) 227-7560, for compliance with the following conditions:

Exhibit B
G. GENERAL CONDITIONS

1. Prior to the start of construction:

Plans shall be reviewed, approved and permits issued by Emergency Services for underground fire lines.

Applicant shall provide documentation to Emergency Services that required fire flows can be provided to meet project demands.

Prior to delivery of combustible materials, fire hydrants shall be installed and operative to current, adopted edition of the California Fire Code. (PRMC - A fire hydrant must be located within 150’ of the FDC and connection to it must not block collector or arterial roadways).

Prior to delivery of combustible materials, a based access road sufficient to support the department’s fire apparatus (Engines-43.5k lbs., Truck-69.5k lbs.) shall be constructed and maintained for the duration of the construction phase of the project.

Access roads shall be at least twenty (20) feet in width with at least thirteen (13) feet, six (6) inches of vertical clearance. All driveway and access roads shall be 10% or less in slope unless approved by PRFD.

Truck access road shall be at least twenty (26) feet in width with at least thirteen (13) feet, six (6) inches of vertical clearance. Minimum set-back 15’, maximum 30’.

Project shall provide a secondary access fire road approved by PRFD.

2. Provide central station monitored fire sprinkler system for all residential, commercial and industrial buildings that require fire sprinklers in current, adopted edition of the California Building Code, California Fire Code and Paso Robles Municipal Code.

Plans shall be reviewed, approved and permits issued by Emergency Services for the installation of fire sprinkler systems.

3. Provide on address side of building if applicable:

Fire alarm annunciator panel location to be approved by PRFD.

Provide a Knox box key entry box or system.

Fire department connection (FDC) location and access path must be approved by PRFD.

Address Numbers; size, location, and contrast shall be approved by PRFD.

4. Provide class 1 standpipe system(s) with 2 ½” hose connections to supply water for use by fire department personnel at each floor in accordance to NFPA 14 for all residential, commercial and industrial buildings that are or exceed three (3) stories in height or above 30 feet. Location shall be at the entrance/exit way of the stairway system. Travel distance greater than 200’ feet will compel additional standpipe system(s) in each stairwell.

5. Provide temporary turn-around to current City Engineering Standard for phased Exhibit B
construction streets that exceed 150 feet in length.

6. Motorized Gates blocking fire access require a separate PRFD and must include Knox Key Switch access.

7. Fire extinguisher placement shall be approved by PRFD.

8. Landscape plant selections shall be fire resistive within 30 feet of structures.

9. Landscape trees must not project into required vertical clearance of the fire access lanes.

10. Provide permanent turn-around to current City Engineering Standard for driveway/access roads that exceed 150 feet in length.

11. Project shall comply with all requirements in current, adopted edition of California Fire Code and Paso Robles Municipal Code.

12. Prior to the issuance of Certificate of Occupancy:

Final inspections shall be completed on all underground fire lines, fire sprinkler systems, fire alarm systems and chemical hood fire suppression systems.

A site pre-fire plan shall be submitted and approved by the Fire Marshal.

Contact the Paso Robles Fire Prevention Office for exact requirements.

A Final Fire Walkthrough inspection shall be completed on all buildings.

Note: All buildings must meet Emergency Responder Radio Coverage (CFC 510)

VINYL COMPOSITION TILE

UNLESS OTHERWISE NOTED

PT PRESSURE TREATED

TTB TEL TERMINAL BD

REDWOOD
SOUTH

SCHEDULE

SECTION
SHELVE
RT
RWD
S
SA
RWL
SC
SD
SCHED
SF
SH
SECT

RESILIENT TILE

RAINWATER LEADER

SUPPLY AIR GRILL

SOLID CORE

STORM DRAIN

SQUARE FOOT

LINEAL FOOT
LOCKER

LIVELOAD
LOUVER

LIGHTWEIGHT

MACHINE

MATERIAL

MAXIMUM
LF
LKR
LTWT
LVR
LL
MACH
MAT
MB
MC
MECH
MAX

MACHINE BOLT

MEDICINE CABINET
EQUAL

EQUIPMENT

EASEMENT

EACH WAY

EXISTING

EXTERIOR

FIRE ALARM

FACE BRICK

FIBERBOARD

EDGE NAIL
EQ
EW
EQUIP
ESMT
EXIST
EXT
EN
FA
FB
FBD

EXP EXPANSION, EXPOSURE
ABOVE

ANCHOR BOLT

ACOUSTICAL

ABOVE FIN FLR

AGGREGATE

ALUMINUM

ALTERNATE

ADHESIVE
AB
AC
AC
ABV
A/C
AFF
AL
ADJ
AGGR
ALT
ADH

ASPHALT CONCRETE

AIR CONDITIONING

ADJACENT, ADJUSTABLE

ABBREVIATIONS
SHEET

SIMILAR
SINK

SEALANT
SQUARE

STANDARD
SHT
SIM
SJ
SK
SMS
SLNT
SQ
SPEC
SS
STD
S&R
SP

STEEL JOIST

SHEET METAL SCREW

STRUCTURAL PLYWOOD

SPECIFICATION

SHELF & ROD(OR POLE)

SERVICE SK, STNLESS STL
STAIN

STORAGE

SUSPENDED
TREAD

TELEPHONE
STN
STOR
SUSP
T & TR
STRUCT
T&B
TBD
TG
TEMP
TEL
TA

STRUCTURAL

TOILET ACCESSORY

TOP & BOTTOM

TACKBOARD

TEMPERATURE

TEMPERED GLASS

STL STEEL
MEDIUM

MEMBRANE
METAL

MEZZANINE

MANHOLE

MINIMUM
MIRROR

METAL LATH
MED
MEMB
MET
MEZZ
MFR
MH
MI
MIN
MIR
ML
MO
MISC

MANUFACTURER

MALLEABLE IRON

MISCELLANEOUS

MASONRY OPENING
NEW

MOUNTED

MULLION

NATURAL
NUMBER

NOMINAL

NOT TO SCALE
NORTH
MT
MTD
(N)
MUL
NAT
NIC
NO
NOM
NTS
N

METAL THRESHOLD

NOT IN CONTRACT

MR MOISTURE RESISTANT
TOILET
TOP OF

TREATED

TERRAZZO
T&G
TH
TO
TOC
TLT
TOJ
TOP
TOS
TOW
TRTD
TRZO
TOD

TONGUE & GROOVE

THICK(NESS)

TOP OF CURB OR CONC

TOP OF DECK

TOP OF JOIST

TOP OF PAVEMENT

TOP OF STEEL

TOP OF WALL

TYPICAL

UNDERCUT
URINAL

VERTICAL

VARIABLE
TYP
UC
UL
UR
UON
V
VAR
VB
VCT
VAT

UNDERWRITERS LAB

VINYL ASBESTOS TILE

VAPOR BARRIER
OVER

OBSCURE

ON CENTER

OVERHANG

OPENING
PER

OPPOSITE
O/
OBS
OC
OD
OH
OPNG
OPP
PBD
/
PCC
PCPL

OUTSIDE DIAMETER

PARTICLEBOARD

PRECAST CONCRETE

PORTLAND CEM PLAS

PREFINISHED
PANEL
PAINT
POLISH

PREFORMED

PLASTER
PF
PFIN
PL
PLAM
PJF
PM
PNL
POL
PSI
PRF
PNT
PLAS

PREFABRICATED

PREFORMED JOINT FILLER

PROPERTY LINE

PLASTIC LAMINATE

PRESSED METAL

POUNDS / SQUARE INCH

PERF PERFORATED

THOLD THRESHOLD

VESTIBULE
WEST
WOOD
WINDOW

WIRE GLASS
WITH
VG
VEST
W
VWC
WB
WD
WDW
WG
WH
WM
W/

VERTICAL GRAIN

VINYL WALL COVERING

WOOD BASE

WATER HEATER

WOOD MOULDING

WITHOUT

WAINSCOT
W/O
WP
WPT
WR
WS
WNST
WWM
WWF

WEATHERPROOF

WORK POINT

WATER RESISTANT

WOOD SCREW

WELDED WIRE FABRIC

WELDED WIRE MESH

PROPERTY
POINT

PARTITION

PAVEMENT

PLYWOOD

QUARRY TILE
RISER
PROP
PT
PTN
PVC
PVMT
PWD
QT
R
RA
RB

POLY VINYL CHLORIDE

RETURN AIR GRILL

RESILIENT BASE

ROOF DRAIN

REINFORCING
REMOVE

REQUIRED
ROOM

RIGHT OF WAY
RD
REF
REM
REQD
REINF
RM
RO
ROW
RF

REFRIGERATER

RESILIENT FLOOR

ROUGH OPENING

RCP REINFORCED CONC PIPE

VERT VERTICAL

FLOOR DRAIN

FOUNDATION
F.E. CABINET

FINISH FLOOR
FINISH

FIRE HOSE

FIXTURE

FLASHING

FIXED GLASS
FD
FDN
FEC
FF
FE
FH
FHC
FIXT
FL'G
FIN
FG

FIRE EXTINGUISHER

FIRE HOSE CABINET

FLUORESCENT

FACE OF

FACE OF FINISH

FACE OF STUD

FIREPROOF

FIRETREATED

FULL SCALE

FOOT, FEET
FO
FOB
FOC
FOF
FOM
FLUOR
FOS
FPRF
FRP
FS
FT
FRTD

FACE OF BRICK, BLOCK

FACE OF CONCRETE

FACE OF MASONRY

FBGL REINF PANEL

FLR FLOOR
AT

ACCESS PANEL

APPROXIMATE

BACKERBOARD
BOARD
BELOW
BLOCK

BETWEEN

BUILDING LINE

BUILDING
AP
@
APPROX
ARCH
BBD
BD
BL
BEL
BTWN
BLDG
BLK

ARCHITECT(URAL)
BRICK
BOTTOM

BLOCKING

BOTTOM OF

BEARING
BRONZE
BEVEL

BACKSPLASH

BUILT-UP ROOF

BOTH WAYS

BRACKET
BM
BO
BLKG
BOTT
BRG
BRK
BS
BW
BRZ
BUR
BVL
BRKT

BEAM, BENCH MARK

FURRING

FURNISH(ING)
FUTURE

FIELD NAIL
GLASS

GALVANIZED

GLAZED CMU
GRADE
GAUGE
FUR
FURN
FN
FUT
GB
GD
GC
GALV
GCMU
GA

GYPSUM BOARD

GENERAL CONTRACTOR

GOVERNMENT
GYPSUM

HORIZONTAL

HANDICAP

HOSE BIBB

HOLLOWCORE

HARDBOARD

HARDWARE

HOLLOW METAL

HORIZONTAL
GS
GYP
H
(H)
GOVT
HB
HC
HM
HDBD
HDWR
HORIZ

GALVANIZED STEEL
GL
COURSE
CEMENT

CABINET

CATCH BASIN

CHAMFER

CHALK BOARD

CEILING
CLOSET
CLEAR

CONTROL JOINT

CENTERLINE

CONST MANAGER
C
CB
CABT
CEM
CHAM
CBD
CJ
CL
CM
CLG
CLO
CLR
COLUMN

CLEANOUT

CONCRETE

CONSTRUCTION

CONTINUOUS
CARPET

COUNTERSINK

CERAMIC TILE

CUBIC YARD

CONTRACTOR
CO
CMU
COL
CONC
CONST
CONT
CY
CT
CPT
CNSK
CONTR

CONC MASONRY BLOCK

FTG FOOTING
HOUR
INVERT

INCLUDED

INSTALL

INSULATION

INTERIOR

IRON PIPE
INCH
HR
HFS
ID
HRU
INCL
INST
INT
INV
INSUL
IN

HALF FULL SCALE

HEAT RECOVERY UNIT

INSIDE DIAMETER
JOIST
JOINT

KNOCKDOWN
LENGTH

LAMINATE

LAVATORY

LAG BOLT
JST
JT
KD
L
LAM
LAV
LB
IP

DRAIN INLET

DIAMETER

DIMENSION

DIVIDER

DEAD LOAD
DOWN
DEEP

DOWNSPOUT

DRAWING
DRAWER
DF
DI
DL
DIA
DIM
DIV
DN
DP
DS
DWG
DWR

DRINKING FOUNTAIN
EAST
EACH

EXISTING

EXPANSION BOLT

EXPANSION JOINT

ELECTRICAL

ENCLOSURE

ELEVATION
(E)
E
EA
EJ
EB
EDF
ELEC
ELEV
ENCL
EL

ELEC DRINK FOUNTAIN

ELEVATOR, ELEVATION

DTL HT DETAIL HEIGHT

ANOD FBGL ANODIZED FIBERGLASS MECHANICAL

MATCH LINE

DETAIL CUT

SECTION CUT

DOOR NUMBER

WINDOW TYPE

DATUM POINT

REVISION

GRID LINE

SYMBOLS SHEET INDEX VICINITY MAP

PROJECT CONTACTS PROJECT DATA
APN 025-434-002
5175 Airport Road
SDG Paso Robles 194 Distribution Center
Paso Robles, CA 93446
ADDRESS:

A.P.N.
5175 AIRPORT ROAD
OWNER/APPLICANT: 025-434-002 SDG Paso Robles 413, LLC
Madera, CA 93637
413 W. Yosemite, Suite 105
SITE
ARCHITECTURAL:

T1 TITLE SHEET
A1 SITE PLAN
DP4 BUILDING ELEVATIONS

TRASH ENCLOSURE & MONUMENT SIGN
DP5 BUILDING PERSPECTIVES
DP6 COLOR SITE PLAN
LANDSCAPE:

L1 LANDSCAPE SITE PLAN
L2 PLANT LEGEND
CIVIL:

C0.1 TENTATIVE PARCEL MAP
C0.2 TOPOGRAPHIC MAP
C1.0 PRELIMINARY DEMOLITION PLAN
C2.0 PRELIMINARY GRADING PLAN
C2.1 PRELIMINARY SITE SECTIONS
C3.0 PRELIMINARY UTILITY PLAN
C4.0 PRELIMINARY OFFSITE IMPROVEMENTS PLAN
SCOPE OF WORK:

FILE TENTATIVE PARCEL MAP TO CREATE PARCELS 1 AND 2 FROM A 19.76 ACRE PARCEL.

CONSTRUCT A NEW WINE STORAGE DISTRIBUTION CENTER ON AN APPROXIMATE 9.87 ACRE PARCEL NUMBER 1 ON AIRPORT ROAD. THE DEVELOPMENT INCLUDES 20 LOADING DOCKS, 2 GRADE LEVEL OVERHEAD DOORS, AND PROVISIONS FOR FUTURE OFFICES SPACES. THE INTERIOR WILL INCLUDE WAREHOUSE LIGHTING AND REFRIGERATION.

NOTES

1. CONTRACTOR SHALL UTILIZE A CONSTRUCTION WASTE MANAGEMENT PLAN (CWM) IN ACCORDANCE WITH CALGREEN SECTION 5.408, OF RECYCLING OR REUSE OF 65% OF NON HAZARDOUS DEMOLITION WASTE.

2. CONTRACTOR SHALL CONTROL POLLUTANTS DURING CONSTRUCTION IN ACCORDANCE WITH CALGREEN SECTION 5.504. PROVIDE PROTECTION TO

DUCT OPENINGS AND MECHANICAL EQUIPMENT, COMPLY WITH AIR POLLUTION

CONTROL MEASURES AND VOC LIMIT FOR ALL FINISH MATERIALS, ADHESIVES, SEALANTS AND CAULKS.

3. THE BUILDING SHALL BE EQUIPPED WITH AN ESFR FIRE SPRINKLER SYSTEM. 559 674 0906
CIVIL ENGINEER:

WALLACE GROUP
San Luis Obispo, CA 93401
612 Clarion Court
805 544 4011
Preliminary Drawing Submission for:

Contact: Neil Thompson
GENERAL CONTRACTOR:

Industrial & Commercial Contractors, LP
Madera, CA 93637
413 W. Yosemite, Suite 105
559 674 0906
Contact: Jason Scrivner
SITE AREA BREAKDOWN:

GROSS SITE AREA 429,878 SF 100.0 % / 9.87 ACRES
BUILDING AREA 194,512 SF 45.1 %
NON PERMEABLE 132,928 SF 31.0 %
LANDSCAPE 67,950 SF 15.8 %
PONDS & SWALES 35,000 SF 8.1 %
BUILDING OCCUPANCY:

BUILDING TYPE:

BUILDING CODES:

FUTURE B/F1/S1

TYPE III-B, SPRINKLERED
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CAL GREEN BUILDING STANDARDS
SPRINKLERED: NEW ESFR TYPE
ZONING:
2019 CAL ENERGY CODE
AP
MAX STORIES 3, CBC TABLE 504.4
GROSS BUILDING AREA 194,512 SF
STORIES: OCC: F1 GOVERNS
HEIGHT: MAX HEIGHT 75', CBC TABLE 504.3
CONSULTING ARCHITECT:

MW ARCHITECTS
Arroyo Grande, CA 93420
330 S Halcyon Road
808 544 4334
Contact: CJ Horstman Contact: Rob Miller, Brett Hadley
T1

TITLE SHEET
February 22, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture
May 9, 2022
Exhibit C
SS
SS
SS

X X X X

DISTRIBUTION CENTER
194,512 SF / SITE AREA ±9.87 AC

AIRPORT ROAD

BIORETENTION /

DETENTION POND
PROPERTY LINE N 89°47'25'' W 698.00'
PROPERTY LINE 1292.229'
PROPERTY LINE N00°03'15''E 615.75'

ELEC RM FIRE
20 TRUCK DOCKS

MONUMENT SIGN
4'' PAVEMENT

STRIPING, TYP
PUMP

MECHANICAL

ENCLOSURE
FH
FH
FH
FH
(4) BIKE
RACK
(4) BIKE
RACK
18' x 16'8 TRASH

ENCLOSURE, TYP
±31,250 SF
FH
CANOPY

AT PATIO
4' SIDEWALK

MULTI TENANT

MAIL BOX

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X
PROPERTY LINE N 00°03'15'' E 616.00'
PROPERTY LINE N 89°48'41'' W 698.00'

CHAIN ACCESS

GATE W/ FD LOCK

CHAIN ACCESS

GATE W/ FD LOCK
FH

NO BUILD

EASEMENT
PR 5' GATES

POND ACCESS

BLACK VINYL CHAIN
LINK FENCE 6' HIGH

AROUND POND
4' SIDEWALK
HVAC

PAD HVAC
PAD
EXISTING 4''/6''
VALLEY OAK TREE #2
EXISTING 25''
VALLEY OAK TREE #1
OFFICE
OFFICE

EXISTING POWER ON POLES
(E)
PP
(E)
PP
(E)
PP
(E)
PP

ELECTRICAL

MAIN SWITCH
& METER

LIGHT STANDARD

TYPICAL
(E) 12'' VALLEY OAK #4
(E) 17'' VALLEY OAK #6
(E) 22'' VALLEY OAK #5
ROOT
ZONE

WINEDIRECT

OFFICES
TYP
(E) 60'' VALLEY OAK #3

TO BE REMOVED

TO BE REMOVED
D.G. PATH TO

FIRE HYDRANT
SWALE
SWALE
SWALE
TE TE

X X X X X X X X X X X X X X X X X

X X X X

X X X X
PR 5' GATES

POND ACCESS
X

DBL CHECK VALVE

WATER & IRRIGATION
VAVLES

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X FH
(2) 22' POWERED

SLIDING GATES
FH
4' SIDEWALK TO
STREET
X
X
X
X
X

BLACK VINYL CHAIN
LINK FENCE 6' HIGH

BLACK VINYL CHAIN
LINK FENCE 6' HIGH
PR 20'
GATES
T

WROUGHT IRON
FENCE 6' HIGH
3,857 SF
OFFICE
BREAK
LEGEND:

LIGHT STANDARD 30' HIGH

SEE ELECTRICAL

FIRE HYDRANT

SEE CIVIL

CONCRETE
4'' YELLOW

PAINTED LINES
@ 3' O.C.
&
PARKING COUNT:
4 ACCESSIBLE STALLS
75 REGULAR STALLS
0 COMPACT STALLS
79 TOTAL PARKING
BIKE PARKING:
8 BIKE RACKS (OUTSIDE BUILDING)
15 BIKE RACKS/LOCKERS (INSIDE BUILDING)
X X

BLACK VINYL CHAIN
LINK FENCE 6' HIGH

WROUGHT IRON
FENCE 6' HIGH
February 22, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture
May 9, 2022

SITE PLAN
A1
NORTH
SITE PLAN SCALE: 1'' = 40'
Exhibit D
37'-0"

PARAPET
0'-0"
FF
9'-0"
HEADER
14'-0"
AWNING
21'-0"
AWNING
43'-11"

MAX HGT
14'-0" 7'-0" 7'-0"

RUSTICATION JOINTS
18'-0"

PANEL WIDTH
TYP.
28'-0"

PANEL WIDTH
TYP.
37'-0"

PARAPET
0'-0"
FF
9'-0"
HEADER
14'-0"
AWNING
21'-0"
AWNING
43'-11"

MAX HGT
14'-0" 7'-0" 7'-0"

RUSTICATION JOINTS
37'-0"

PARAPET
0'-0"
FF
9'-0"
HEADER
14'-0"
AWNING
21'-0"
AWNING
43'-11"

MAX HGT
14'-0" 7'-0" 7'-0"

RUSTICATION JOINTS
37'-0"

PARAPET
0'-0"
FF
9'-0"
HEADER
14'-0"
AWNING
21'-0"
AWNING
43'-11"

MAX HGT
14'-0" 7'-0" 7'-0"

RUSTICATION JOINTS
6'-2"
TOP
10'-0"
CLEAR
0'-0"
FF
11'-3"
RIDGE
0'-0"
FF
5'-6"
TOP
1'-8" 9'-9"
1'-0" 7'-8"
0'-0"
FF
5'-3"
TOP
1'-6"
F:\MWA Work\PROJECTS\SDG Paso Robles 413 - 21763\CAD-DP\DP v2.dwg 5/9/2022 1:16 PM MICHAEL C. PEACHEY
WAYNE R. STUART
C.J. HORSTMAN
330 S. HALCYON ROAD
ARROYO GRANDE, CA 93420
(805) 544-4334 www.mwa.bz
JOB NO. DATE A NEW BUILDING FOR: SDG PASO ROBLES 413 5175 AIRPORT RD PASO ROBLES, CA.

DP4
21763 03/25/22

1. TILT UP CONCRETE WALL

2. STRUCTURAL METAL CANOPY

3. ARCHITECTURAL METAL PANEL - MBCI - FW-120 OR SIMILAR

4. METAL TRIM

5. ARCHITECTURAL METAL DETAIL

6. ARCHITECTURAL PRE-FAB CANOPY

7. STUCCO FRAMED WALL

8. CMU BLOCK WALL

MATERIAL & COLOR DESIGNATIONS

SCHEMATIC ELEVATIONS

MATERIAL DESIGNATIONS
X
# MATERIAL NUMBER

COLOR DESIGNATION
A. PAINTED - VINTAGE COPPER - SHERWIN WILLIAMS
B. PAINTED - FEATHER STONE - SHERWIN WILLIAMS
C. PAINTED - PEARLY WHITE - SHERWIN WILLIAMS
D. PAINTED - VOLCANIC ROCK - SHERWIN WILLIAMS
E. FACTORY FINISH - SLATE GRAY
F. PAINTED - PEPPERCORN - SHERWIN WILLIAMS

COLOR DESIGNATIONS

MATERIAL & COLOR EXAMPLES
A
1,2,7
B
1,8
C
1 E
3 E
3 D
4 A
1 B
1 C
1 F
2 F
5 D
1,4
F
6 TYP.

NORTH ELEVATION
SCALE: 1" = 20'
0 10' 20' 40'

SOUTH ELEVATION
SCALE: 1" = 20'
0 10' 20' 40'

EAST ELEVATION
SCALE: 1" = 20'
0 10' 20' 40'

WEST ELEVATION
SCALE: 1" = 20'
0 10' 20' 40'
F
5 D
5 F
5 E
3 E
3 E
3 E
3 E
3 D
2 F
2 F
2 F
2 F
2 F
2 A
1 A
1 D
4 D
4 F
2,5,6
B
1 B
1 B
1 C
1 C
1 C
1 A
7 A
7 D
1 D
1 D
1 NORTH
SCALE: 1/8" = 1'-0"
SOUTH EAST WEST 0 4' 8' 16'

TRASH ENCLOSURE

MONUMENT SIGN / MAILBOX

ELEVATIONS
B
8 A
2 E
3 E
3 D
4 INTAKE LOUVERS
TYPICAL OF (10)

TRASH ENCLOSURE
PERSPECTIVE SCALE: 1/4" = 1'-0"
0 2' 4' 8'
D
1 EXHAUST FANS
TYPICAL OF (5)
TYP.

Exhibit E
F:\MWA Work\PROJECTS\SDG Paso Robles 413 - 21763\CAD-DP\DP v2.dwg 8/11/2022 9:22 AM MICHAEL C. PEACHEY
WAYNE R. STUART
C.J. HORSTMAN
330 S. HALCYON ROAD
ARROYO GRANDE, CA 93420
(805) 544-4334 www.mwa.bz
JOB NO. DATE A NEW BUILDING FOR: SDG PASO ROBLES 413 5175 AIRPORT RD PASO ROBLES, CA. 21763 03/25/22
DP5 SCHEMATIC PERSPECTIVES

NORTH - EAST PERSPECTIVE

NORTH ENTRY PERSPECTIVE SOUTH ENTRY PERSPECTIVE

NORTH - EAST ENTRY PERSPECTIVE SOUTH - EAST PERSPECTIVE Exhibit F.1
F:\MWA Work\PROJECTS\SDG Paso Robles 413 - 21763\CAD-DP\DP v2.dwg 8/11/2022 9:22 AM MICHAEL C. PEACHEY
WAYNE R. STUART
C.J. HORSTMAN
330 S. HALCYON ROAD
ARROYO GRANDE, CA 93420
(805) 544-4334 www.mwa.bz
JOB NO. DATE A NEW BUILDING FOR: SDG PASO ROBLES 413 5175 AIRPORT RD PASO ROBLES, CA. 21763 03/25/22
DP5.1 SCHEMATIC PERSPECTIVES - STREET SIDE

NORTH - EAST STREET PERSPECTIVE

SOUTH - EAST STREET PERSPECTIVE
Exhibit F.2

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X
X X X
X X X
X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X F:\MWA Work\PROJECTS\SDG Paso Robles 413 - 21763\CAD-DP\DP v2.dwg 5/9/2022 1:16 PM MICHAEL C. PEACHEY
WAYNE R. STUART
C.J. HORSTMAN
330 S. HALCYON ROAD
ARROYO GRANDE, CA 93420
(805) 544-4334 www.mwa.bz
JOB NO. DATE A NEW BUILDING FOR: SDG PASO ROBLES 413 5175 AIRPORT RD PASO ROBLES, CA.

DP6 RENDERED SITE PLAN 21763 03/25/22
TRUE
NORTH
REF.
0 30' 60' 120'

NEW DISTRIBUTION CENTER

PARKING AREA

A I R P O R T R O A D

STORMWATER
BASIN

X X X X X
X X X
PARCEL #2

X X X X X X X X X X X X X X X X X

X X X X X X X X
X X
X
Exhibit G
SS
SS
SS

NON IRRIGATED

HYDROSEED MIX

ON POND BOTTOM
& SIDES, TYP

PLANTING AREA, TYP

NON IRRIGATED

HYDROSEED MIX ON

SWALE BOTTOM &

SIDES, TYP

PLANTING AREA, TYP TREE - SEE LEGEND
18' X 16'8 TRASH

ENCLOSURE, TYP

PLANTING AREA,

TYPICAL

PROPERTY LINE

BIORETENTION /

DETENTION POND

PROPERTY LINE
(4) BIKE RACK

PROPERTY LINE

LIGHT STANDARD

TYPICAL
(4) BIKE RACK

AIRPORT ROAD

PROPERTY LINE
(3) EXISTING OAK TREES

TO BE REMOVED

NON IRRIGATED

HYDROSEED MIX ON

SWALE BOTTOM &

SIDES, TYP

ALL LANDSCAPE AREAS

SHALL BE IRRIGATED

NON IRRIGATED

HYDROSEED MIX ON

SWALE BOTTOM &

SIDES, TYP

EXISTING OAK TREES

PROTECT IN PLACE PER CITY

OF PASO ROBLES TREE

PRESERVATION ORDINANCE

TREE, SEE LEGEND
EXISTING 60" OAK TREE

TO BE REMOVED

SPECIAL SHRUB

SCREENING AROUND
DBL CHECK VALVE PR 5' GATES

POND ACCESS

BLACK VINYL CHAIN
LINK FENCE 6' HIGH

AROUND POND
PR 5' GATES

POND ACCESS
(2) 22' POWERED

SLIDING GATES

BLACK VINYL CHAIN
LINK FENCE 6' HIGH

WROUGHT IRON
FENCE 6' HIGH
& WATER VALVES

DG BETWEEN FENCE
& SIDEWALK, TYP
4' SIDEWALK AGAINST

BUILDING

BERM SEE CIVIL
July 29, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture
L1

PRELIMINARY LANDSCAPE PLAN

TREE PLAN
LANDSCAPE:

L1 TREE PLAN
L1.1 PARKING LOT PLANTING
L1.2 AIRPORT ROAD PLANTING
L1.3 NORTH PROPERTY LINE PLANTING
L1.4 NORTH PROPERTY LINE PLANTING
L1.5 SOUTH PROPERTY LINE PLANTING
L2 PLANTING LEGEND
L3 NOTES & SPECIFICATIONS
L3.1 NOTES & SPECIFICATIONS
L4 IRRIGATION PLAN
L4.1 IRRIGATIONS SCHEDULES & DETAILS
L5 PLANTING DETAILS
PROGRESS SET 7-29-2022
Exhibit H.1
PA
7 EG
21 SA
22 SB
2 PMC
9 AK
12 LP
4 WB
14 CO
4 WB
3 AE
9 SA
3 LB
1 CT
1 LLT
9 TC
4 AE
4 GM
10 PMC
3 MG
10 WW
18 LPS
14 PA
2 LLT
13 AL
3 AP
3 MR
10 MP
3 SA
10 MP
3 GM
6 SA
9 PTT
6 SA
12 PTT
8 PTT
8 LPS
25 MCA
5 CE
8 CED
1 PA
7 TC
6 SA
34 LB
4 AK
13 TC
3 CED
2 WB
6 CE
5 6" COBBLE OVER

FILTER FABRIC

MATCH LINE
CT
2 NM
6 SA
10 MM
6 CT
6 MM
4 LLT
8 CW
3 July 29, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture
L1.1
NORTH
PARKING LOT 'B' PLAN SCALE: 1'' = 10'
NORTH
PARKING LOT 'A' PLAN SCALE: 1'' = 10'

PARKING LOT

PLANTING
Exhibit H.2
LP3
NM6
PBB3
LB1
CO1
SA3
SA3
SB2
9 12
LP4
WB
14 CO4
3 AE9
SA3
LB1
NM6
PBB3
SA5
CT1
CT1
SB3
SA3
CO4
LP4
SB3
4 MP3
6 9
6 SA
12 8
LPS
25 MR3
CED3
34 AL7
AL3
MP3
AL8
AP1
AP2
CED7
MR3
AH5
AE5
MCA
10 CW4
MR8
RE5
CS8
CC5
CE9
WW6
AH3
MCA
AE 10 6
PMC1
AE1

MATCH LINE

MATCH LINE
MP4
CC5
SA
10 AL6
WW
10 AP2
CED3
AL5
MCA
12 AE
13 AH6
MR
10 MP6
CE
13 RE8
AL6
MCA8
AE7
CC7
CS9
AH4
AL6
MP7
RE3
CW5
MP6
CE
10 MR8
AP1
WW8
CS5
LB3

MATCH LINE
July 29, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture
L1.2 NORTH
AIRPORT ROAD - NORTH HALF SCALE: 1'' = 10'

EAST PROPERTY
NORTH
AIRPORT ROAD - SOUTH HALF SCALE: 1'' = 10'

LINE PLANTING

AIRPORT ROAD
Exhibit H.3

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MR
8 CW
3 RE
4 AE
3 AH
4 AE
3 MCA
5 CS
1 CY
3 MCA
4 MC
3 CW
3 CC
3 CS
3 AH
3 CED
3 MCA
5 CS
1 AH
3 CED
3 AP
3 MCA
10 AP
2 AP
2 CE
7 SB
4 WW
9 LB
3 LB
MF 3
13 MF
13 PT
3 TC
8 PT
6 TC
15 PT
6 AL
5 AL
4 CY
5 CY
3 AL
5 AL
6 MG
4 RE
4 CED
3 HD
7 AH
5 HD
8 MG
3 MG
3 MATCH LINE

MATCH LINE

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MR
8 CW
3 RE
4 AE
3 AH
3 AE
3 MCA
5 CS
1 MCA
5 MC
3 AH
3 CED
3 CY
6 AL
8 CY
6 AL
7 CY
6 AL
9 MG
13 PMC
3 CY
5 AL
8 WB
12 LPS
11 GM
6 CS
5 MR
6 CE
9 MM
7 CS
9 AP
1 LB
3 AL
3 CE
5 MF
3 CS
5 MF
7 MF
5 CED
3 LB
2 SA
3 TC
5 SA
3 AL
6 AL
3 LN
3 WW
3 GD
5 LN
3 WW
3 MF
5 CY
3 CY
3 AH
2 PA
20 CS
1 MF
5 CS
5 CS
4 WW
5 GD
5 GD
3 MATCH LINE
July 29, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture
L1.3

NORTH PROPERTY
NORTH
NORTH PROPERTY LINE - CENTER SCALE: 1'' = 10'
NORTH
NORTH PROPERTY LINE - EAST SCALE: 1'' = 10'

LINE PLANTING
Exhibit H.4

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X MCA
5 CS
1 CW
3 CC
3 CS
3 AH
3 CED
3 LB
3 MF
10 TC
15 PT
3 PT
3 PT
3 MF
3 MG
4 CY
5 AL
3 MATCH LINE
July 29, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture
L1.4

NORTH PROPERTY
NORTH
NORTH PROPERTY LINE - WEST SCALE: 1'' = 10'

LINE PLANTING
Exhibit H.5

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X TA
7 PA
1 ES
2 CK
9 PA
1 PM
1 CC
3 TC
5 PM
1 ES
2 CC
5 CY
5 AL
2 LLT
9 HS
3 LLT
5 TC
5 LLT
6 CS
2 LB
4 LB
3 CB
3 AL
1 AL
1 PA
2 LB
4 LLT
7 SA
10 AL
6 MCA
12 AE
13 AH
6 CS
5 LB
3 MATCH LINE

X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX X X CB
3 TA
7 CB
7 ES
2 CK
9 PA
2 CK
9 PA
2 HS
9 CK
9 PA
2 AL
5 AL
4 CY
5 CY
7 CY
3 CK
3 TC
3 LLT
5 LLT
6 LLT
6 LB
8 MATCH LINE
July 29, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture
L1.5

PARKING LOT PLANS
NORTH
SOUTH PROPERTY LINE - WEST SCALE: 1'' = 10'
NORTH
SOUTH PROPERTY LINE - EAST SCALE: 1'' = 10'
Exhibit H.6
RE
8 July 29, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture

TREE & SHRUB

PLANTING LEGEND
L2
Exhibit H.7
July 7, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture
Exhibit H.8
July 7, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture
Exhibit H.9
2 TREE PLANTING ON SLOPE SCALE: N.T.S. 1 TREE PLANTING SCALE: N.T.S.

TREE
2" DIAMETER LODGEPOLE PINE
STAKE - DRIVEN A MIN. OF 12" INTO

UNDISTURBED SOIL BELOW PLANTING

PIT JUST OUTSIDE ROOTBALL

SET STAKE PERPINDICULAR

TO PREVAILING WIND

NON-ABRASIVE RUBBER TREE TIE

SECURE TO STAKE WITH ROOFING NAIL

TIES SHOULD BE WRAPPED IN A
'FIGURE EIGHT' AROUND TREE TRUNK
4" DEEP WATER BASIN BERM

PREPARED BACKFILL
FINISH
GRADE
7 GRAM PLANTING TABLET

QUANTITY PER BOX SIZE OF

TREE / MANUFACTUER'S

SPECIFICATIONS

TREE ROOTBALL - SET CROWN
OF ROOTBALL 1" ABOVE FINISH

UNDISTURBED
NATIVE
SOIL
TREE
2" DIAMETER LODGEPOLE PINE
STAKE - DRIVEN A MIN. OF 12" INTO

UNDISTURBED SOIL BELOW PLANTING

PIT JUST OUTSIDE ROOTBALL

SET STAKE PERPINDICULAR

TO PREVAILING WIND

NON-ABRASIVE RUBBER TREE TIE

SECURE TO STAKE WITH ROOFING NAIL

TIES SHOULD BE WRAPPED IN A
'FIGURE EIGHT' AROUND TREE TRUNK
4" DEEP WATER BASIN BERM

PREPARED BACKFILL
FINISH
GRADE
7 GRAM PLANTING TABLET

QUANTITY PER BOX SIZE OF

TREE / MANUFACTUER'S

SPECIFICATIONS

TREE ROOTBALL - SET CROWN
OF ROOTBALL 1" ABOVE FINISH

UNDISTURBED
NATIVE
SOIL
WITH BARK MULCH 2" DEPTH WITH BARK MULCH 2" DEPTH

FINISH GRADE

ORIGINAL SLOPE
3 SHRUB / VINE PLANTING SCALE: N.T.S.

SHRUB
2" DEEP WATER BASIN BERM

PREPARED BACKFILL
FINISH
GRADE
7 GRAM PLANTING TABLET

QUANTITY PER CONTAINER SIZE

OF SHRUB / MANUFACTUER'S

SPECIFICATIONS

SHRUB ROOTBALL - SET CROWN
OF ROOTBALL 1" ABOVE GRADE

UNDISTURBED
NATIVE
SOIL
WITH BARK MULCH 2" DEPTH
NOTE: SCARIFY PLANTING PITALL SIDES

GRADE BEFORE MULCHING

GRADE BEFORE MULCHING
NOTE: SCARIFY PLANTING PITALL SIDES

BEFORE MULCHING
4 SHRUB PLANTING ON SLOPE SCALE: N.T.S.

SHRUB

PREPARED BACKFILL
FINISH
GRADE
7 GRAM PLANTING

CONTAINER SIZE OF

SHRUB / MANUFACTUER'S

SPECIFICATIONS

SHRUB ROOTBALL - SET

CROWN OF ROOTBALL

UNDISTURBED
NATIVE
SOIL

FINISH GRADE

ORIGINAL SLOPE
2" DEEP WATER

BASIN BERM WITH
BARK MULCH 2" DEPTH

BEFORE MULCHING
1" ABOVE GRADE

TABLET- QUANTITY PER
NOTE: SCARIFY PLANTING PITALL SIDES
NOTE: SCARIFY PLANTING

PIT ALL SIDES

LINEAR ROOT BARRIER

BY ROOT SOLUTIONS- INSTALL
UB 24-2 ( 24" H X 24" W)
INSTALL PER MANUF. SPECS.

PARALLEL TO ADJACENT PAVING

ADJACENT PAVING

ADJACENT
NOTES:
800-458-7668 OR 415-781-9700
CONTACT ROOT SOLUTIONS:

WWW.DEEPROOT.COM
SCALE: N.T.S.

SEE SHEET L1 FOR TREE LOCATIONS

ROADWAY

TREE, TREE ROOTBALL, PLANTING
PIT, & BACKFILL - SEE DETAIL 1,

THIS SHEET FOR TREE PLANTING
5 ROOT BARRIER SCALE: N.T.S.

PLANTING

DETAILS
L5
July 7, 2022
www.wardarchitects.com
413 W. Yosemite, Suite 105
Madera, CA 93637
559 674 0906
5175 Airport Road
Paso Robles, CA 93446
APN 025-434-002
Madera, CA 93637
413 W. Yosemite, Suite 105
Coeur d'Alene, Idaho 83816
PO Box 1649
Phone 208 820 8800
architecture | landscape architecture
Exhibit H.10
N 0°01'26" E 666.22'
N 89°47'26" W 594.58' N 89°47'26" W 698.00' N 0°03'15" E 616.00' N 89°48'41" W 1292.23'
615.75' 50.00'
N 89°48'41" W 698.00'
60 120
1 IN = 60 FT
0 30
(IN FEET)

GRAPHIC SCALE

DATE SIGNED

SIGNATURE
www.wallacegroup.us

PLANNING

CONSTRUCTION MANAGEMENT

LANDSCAPE ARCHITECTURE

MECHANICAL ENGINEERING

PUBLIC WORKS ADMINISTRATION

SURVEYING / GIS SOLUTIONS

WATER RESOURCES
0 1
2 3
DESIGNERS:

DRAWING NO.

DATE:

DRAWN BY:

JOB #:

OF
12 3
4 ABCD
1234
55 Copyright © Wallace Group, a California
Corporation. All rights reserved. Copies of this
drawing shall have this notice.

These plans and specifications, and the ideas and
designs incorporated herein, are instruments of
service prepared for the construction of work shown
hereon and shall not be used in whole or in part for
any other project without written authority of Wallace
Group, a California Corporation.
®
2009 SDG PASO ROBLES 413, LLC
SDG PASO ROBLES 194 DISTRIBUTION CENTER 7
11/14/2022
1638-02
BDH

CPK/WES

SHEETSTENTATIVE PARCEL MAP
C-0.1
1 FILE NAME: 1638 TENT PRCL MAP.DWG
PARCEL 1
429,878 SF
(9.87 AC.)
PARCEL 2
430,838 SF
(9.89 AC.)

75.00' ROW AIRPORT ROAD
20' STRIP FOR ROAD PURPOSES
PER 150 DEEDS 296
143 DEEDS 377
(ON EASTERLY HALF OF J. LOHR PROPERTY)
20' EASEMENT RESERVED

FOR ROAD PURPOSES
PER BOOK 143 DEEDS PAGE 377
15' STRIP FOR ROAD
PURPOSES PER 150 DDS 500
(ON EASTERLY HALF OF J. LOHR PROPERTY)

TENTATIVE PARCEL MAP
NO. PR 22-0022
PARCEL 1 OF PARCEL MAP NO. CO-72-330, IN THE CITY OF EL PASO DE

ROBLES, COUNTY OF SAN LUIS OBISPO, STATE OF CALIFORNIA, ACCORDING TO THE MAP THEREOF FILED FOR RECORD SEPTEMBER 18, 1973 IN BOOK 12 OF PARCEL MAPS, PAGE 57, IN THE OFFICE OF THE COUNTY RECORDER OF SAN LUIS OBISPO.

EXCEPTING THEREFROM AN UNDIVIDED
12 INTEREST IN AND TO ALL OIL,

GAS AND OTHER HYDROCARBON SUBSTANCES AND/OR MINERALS FOR A PERIOD OF 10 YEARS FROM JANUARY 15, 1965 AND FOR SO LONG

THEREAFTER AS OIL, GAS OR OTHER HYDROCARBON SUBSTANCES OR MINERALS DISCOVERED WITHIN SAID 10 YEAR PERIOD SHALL CONTINUE

TO BE PRODUCED IN COMMERCIAL QUANTITIES AS SERVED AND
EXCEPTED BY W. O. STORY, ET UX., IN DEED RECORDED JANUARY 15, 1965 IN BOOK 1333 AT PAGE 558 OF OFFICIAL RECORDS, COUNTY OF SAN LUIS OBISPO, CALIFORNIA.

PARCEL 4
12 PM 57

AVIATION WAY, LLC
PARCEL 2
12 PM 57

KAY LEONARD PROPERTIES
CABERNET CHARDONNAY 38.00'

12.00' OFFER OF DEDICATION
FOR ROAD PER 1739 OR 918

PAL & CC, LLC

BASIS OF BEARINGS

THE BASIS OF BEARINGS FOR THIS MAP IS GEODETIC NORTH FROM FOUND
58" REBARD STAMPED "LS 5812" AT THE SOUTHEASTERLY CORNER OF PARCEL 1.

BENCH MARK

THE BENCH MARK FOR THIS PROJECT IS CITY OF PASO ROBLES BENCH MARK #5.

ALUMINUM DISK STAMPED "GPS BENCHMARK NO. 5" IN THE TOP OF EASTERLY CURB OF SECOND WIND WAY 2' N'LY OF THE SOUTH END OF THE E'LY CONCRETE CURB 30' NORTH OF THE CENTERLINE OF DRY CREEK ROAD 15' EAST OF THE CENTERLINE OF SECOND WIND WAY ELEVATION: 843.27 NAVD88 DATUM

SITE INFORMATION
ADDRESS: 5175 AIRPORT ROAD, PASO ROBLES, CA 93446
APN: 025-434-002
PARCEL 1 12 PM 57 APN 025-434-002
SURVEY

BOUNDARY INFORMATION SHOWN ON THIS TENTATIVE PARCEL MAP WAS PROVIDED BY MBS LAND SURVEYS. SEE TOPOGRAPHIC MAP SIGNED BY MICHAEL B. STANTON, OCTOBER 23, 2019

AVIGATION EASEMENT OVER ENTIRE PARCEL
PER 1739 O.R. 914
APN 026-183-027
APN 026-183-024
APN 025-434-004
AM
SW

ACCESS AND MAINTENANCE EASEMENT (INCLUDES NO-BUILD EASEMENT) DAOU VINEYARDS, LLC HEREBY GRANTS TO SDG PASO ROBLES 413, LLC AND THE

CITY OF PASO ROBLES, ITS HEIRS, LEGAL REPRESENTATIVES, SUCCESSORS, AND ASSIGNS, AND TO ANY FUTURE OWNER OF PARCEL 1, A PERPETUAL, NON-EXCLUSIVE ACCESS AND MAINTENANCE EASEMENT (THE "ACCESS AND MAINTENANCE EASEMENT") IN, UNDER, UPON, ABOUT, OVER, AND THROUGH THE EASEMENT AREA LOCATED ON PARCEL 2 (THE “EASEMENT AREA”), FOR THE BENEFIT OF SDG PASO ROBLES 413, LLC, THE CITY OF PASO ROBLES AND PARCEL

1. THIS ACCESS AND MAINTENANCE EASEMENT GRANTS THE FOLLOWING: (I) AN

EMERGENCY ACCESS EASEMENT TO THE CITY OF PASO ROBLES OVER THE EASEMENT AREA TO ACCESS PARCEL 1; (II) A MAINTENANCE AND ACCESS EASEMENT TO SDG PASO ROBLES 413, LLC, AND ANY FUTURE OWNER OF PARCEL 1, TO ACCESS AND MAINTAIN PARCEL 1 FROM THE EASEMENT AREA, INCLUDING,

WITHOUT LIMITATION, MAINTAINING LANDSCAPING, PUMPS, AND DRAINS LOCATED ON PARCEL 1 AND (III) A NO-BUILD EASEMENT TO SDG PASO ROBLES 413, LLC, AND ANY FUTURE OWNER OF PARCEL 1, OVER THE EASEMENT AREA IN WHICH DAOU

VINEYARDS, AND SUCCESSORS AND ASSIGNS, COVENANT AND AGREE THAT NO

BUILDING, CANOPY OR OTHER PERMANENT IMPROVEMENT MAY BE INSTALLED OR

MAINTAINED WITHIN THE EASEMENT AREA, EXCEPT FOR PAVEMENT, CURB,

GUTTER AND OTHER SUCH IMPROVEMENTS AS MAY BE REVIEWED AND ALLOWED BY THE CITY OF PASO ROBLES BUILDING DEPARTMENT. SDG PASO ROBLES 413,

LLC MAY CONSTRUCT IMPROVEMENTS OVER, UNDER, IN, ALONG, ACROSS, AND

UPON THE EASEMENT AREA THAT ARE REASONABLY RELATED TO THE PURPOSE OF THIS ACCESS AND MAINTENANCE EASEMENT. THE EASEMENTS HEREBY

ESTABLISHED SHALL NOT BE TERMINATED BY MERGER OR OTHERWISE, EXCEPT

UPON EXECUTION AND RECORDATION OF AN INSTRUMENT SPECIFICALLY TERMINATING ANY SUCH EASEMENT. EACH PARTY AGREES TO DO SUCH THINGS,

PERFORM SUCH ACTS, AND MAKE, EXECUTE, ACKNOWLEDGE, AND DELIVER SUCH

DOCUMENTS AS MAY BE REASONABLY NECESSARY AND CUSTOMARY TO CARRY OUT THE INTENT AND PURPOSES OF THIS ACCESS AND MAINTENANCE EASEMENT. AM SW

STORM WATER EASEMENT
DAOU VINEYARDS, LLC HEREBY GRANTS TO SDG PASO ROBLES 413, LLC, ITS

HEIRS, LEGAL REPRESENTATIVES, SUCCESSORS, AND ASSIGNS, AND TO ANY FUTURE OWNER OF PARCEL 1, A PERPETUAL, NON-EXCLUSIVE GENERAL STORM WATER DRAINAGE EASEMENT (THE "DRAINAGE
EASEMENT") IN, UNDER, UPON, ABOUT, OVER, AND THROUGH PARCEL 2, FOR THE BENEFIT OF SDG PASO ROBLES 413, LLC AND PARCEL 1. THE

EASEMENTS HEREBY ESTABLISHED SHALL NOT BE TERMINATED BY

MERGER OR OTHERWISE, EXCEPT UPON EXECUTION AND RECORDATION OF AN INSTRUMENT SPECIFICALLY TERMINATING ANY SUCH EASEMENT. EACH

PARTY AGREES TO DO SUCH THINGS, PERFORM SUCH ACTS, AND MAKE,

EXECUTE, ACKNOWLEDGE, AND DELIVER SUCH DOCUMENTS AS MAY BE

REASONABLY NECESSARY AND CUSTOMARY TO CARRY OUT THE INTENT AND PURPOSES OF THIS DRAINAGE EASEMENT.

Exhibit I

DATE SIGNED

SIGNATURE
www.wallacegroup.us

PLANNING

CONSTRUCTION MANAGEMENT

LANDSCAPE ARCHITECTURE

MECHANICAL ENGINEERING

PUBLIC WORKS ADMINISTRATION

SURVEYING / GIS SOLUTIONS

WATER RESOURCES
DESIGNERS:

DRAWING NO.

DATE:

DRAWN BY:

JOB #:

OF
Copyright © Wallace Group, a California
Corporation. All rights reserved. Copies of this
drawing shall have this notice.

CPK/WES

SHEETSTOPOGRAPHIC MAP
C-0.2
2 PLOTTED AT 1" = 50'
PLOTTED AT 1" = 50'
Exhibit J
79 792
79 79
790
77
7 79
792
79 79
DTE SGED
SGTRE
www.wallacegroup.us

PLANNING

CONSTRUCTION MANAGEMENT

LANDSCAPE ARCHITECTURE

MECHANICAL ENGINEERING

PUBLIC WORKS ADMINISTRATION

SURVEYING / GIS SOLUTIONS

WATER RESOURCES
0 2

DESGERS
DR G O
DTE
DR
O
O
2 D
2 pr Grp r
rpr r rrd p
dr
T p d p d d d
d rprd r r r
r prprd r r r
r d d r pr r
r pr r r
Grp r rpr
2009
SDG PSO ROES
SDG PSO ROES 9 DSTRTO ETER 7
222022
-02
D
P ES
SEETSPREMR DEMOTO P
-0

E ME -02 DEMOD G
EST EE TO
E REMOED
00 00
EET
2 GRP SE
0 T
PROTET
PE 7" O
PROTET
PE 22" O
PROTET
PE 2" O
7" O TO E
REMOED
EST DGS EGETTO EG
TTES D OTER STRTRES TO
E REMOED TS RE

RPORT RD
2" O TO E
REMOED
"" O TO
E REMOED
Exhibit K
79 792

2 0

200
20

720
7900
09
70
0 2
92 720
200
00
792
79 79
79 79
79 79
07
9 7
SD
0 00
090
0 0
00
02
27

99 SD
0 20

2 20
270
22 00
0 000
2 00 00 00 00 00 00
0 0
790
7 70
790
790
79 79
79 79
79 79
2 970
20 20
00 00 00
0 00 02 00 00
9 07
2 70
7 790
797 T
792
79207 T
797
792
792
9 T
9 792
792
9 T

79 79
9 T

79 79
2 T
7 79
790
T
9 79
790
2 T
7 79 T
799
79 T
790
790
790
92 T
2 797 T
792
797 T
7907
TG 79029
792 T
7907
TG 79000
S 792
S 79090
7902 T
7902
S 7907
792 T
792
790 T
7990
797 T
7997
79 T
7929
7929 T
792
790 T
792
792 T
792
7927 T
7927
79227 T
7977
7927 T
7927
79 792
07 T
7 79 T
79 79
79 7 T
2 797 T
79 792
2 9 T
7929
79 T
79 790 T
790
79 792
2 T
92 TG 797
TG 7902
TG 799
TG 792
79 79
T

792
792
7 T
7 79
79 0 T
0 RM 7977
22 22 99
TOP 0000
99 2 29
00
0 TOP 00 22
G 79220
EG 79
EG 792
G 797
79 79
00 00
G 799
DTE SGED
SGTRE
www.wallacegroup.us

PLANNING

CONSTRUCTION MANAGEMENT

LANDSCAPE ARCHITECTURE

MECHANICAL ENGINEERING

PUBLIC WORKS ADMINISTRATION

SURVEYING / GIS SOLUTIONS

WATER RESOURCES
0 2
DESGERS
DR G O
DTE
DR
O
O
2 D
2 pr Grp r
rpr r rrd p
dr
T p d p d d d
d rprd r r r
r prprd r r r
r d d r pr r
r pr r r
Grp r rpr
2009
SDG PSO ROES
SDG PSO ROES 9 DSTRTO ETER
7 02022
-02
D
P ES
SEETSPREMR GRDG P
-20

E ME -02 GRDD G
PROPOSED STORGE
DG
STORM TER
S
TOP 7900
OT 77700

-2

RPORT RD
0 EET
GRP SE
0 0
0 T
20 9000 ERM
Cut/Fill Summary
Name
EG vs FG Subgrade
Totals
Cut Factor

1.000
Fill Factor

1.000
2d Area
409667.96 Sq. Ft.
409667.96 Sq. Ft.

Cut
17190.50 Cu. Yd.
17190.50 Cu. Yd.

Fill
17885.51 Cu. Yd.
17885.51 Cu. Yd.

Net
695.01 Cu. Yd.<Fill>
695.01 Cu. Yd.<Fill>
Exhibit L
EETO
EETO
STTO
770
77 70
7 790
79 00
0 0
770
77 70
7 790
79 00
0 0
000 02 00 07 00 2 0 7 200 22 20 27 00 2 0 7 00 2 0 7 00 2 0 7 00 2 0 7 700 72 70 77 00 EETOEETO
STTO
7 790
79 00
0 7
790
79 00
0 000 02 00 07 00 2 0 7 200 22 20 27 00 2 0 7 00 2 0 7 00 2 0 7 00 2 0 7 700 72 EETOEETO
STTO
7 790
79 00
0 7
790
79 00
0 000 02 00 07 00 2 0 7 200 22 20 27 00 2 0 7 00 2 0 7 00 2 0 7 00 2 0 7 700 72 DTE SGED
SGTRE
www.wallacegroup.us

PLANNING

CONSTRUCTION MANAGEMENT

LANDSCAPE ARCHITECTURE

MECHANICAL ENGINEERING

PUBLIC WORKS ADMINISTRATION

SURVEYING / GIS SOLUTIONS

WATER RESOURCES
0 2
DESGERS
DR G O
DTE
DR
O
O
2 D
2 pr Grp r
rpr r rrd p
dr
T p d p d d d
d rprd r r r
r prprd r r r
r d d r pr r
r pr r r
Grp r rpr
2009
SDG PSO ROES
SDG PSO ROES 9 DSTRTO ETER
7 22022
-02
D
P ES
SEETSSTE SETOS
-2

E ME -02 GRDD G
r S " 0 r E
ORT-SOT SETO - PRG
r S " 0 r E
ORT-SOT SETO - TR
r S " 0 r E
EST-EST SETO
PROPOSED DG
G
EG
G
EG
G
EG
P
RO P
P
DRGE
S E
7900
TR
DO
E
2 20

200
RO
PROPOSED DG
7900
PROPOSED DG
7900
STORM TER
S
0 00
DRGE
S E
22
00 0 0
0 RO
200
DRGE
S E 00
E
RO
PROP
RO
2 7
Exhibit M

CURB INLET WITH

INTEGRATED FIRST

DEFENSE STORMWATER

QUALITY UNIT
60" SDMH
36x36 SD INLET 36x36 SD INLET
24x24 SD INLET
48" SDMH
30" FES
SS
SD
SD
24" HDPE SD 18" HDPE SD
30" HDPE SD
18" HDPE SD
18" HDPE SD
30" HDPE SD
SS
SS
60' 60'
SS

DATE SIGNED

SIGNATURE
www.wallacegroup.us

PLANNING

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MECHANICAL ENGINEERING

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WATER RESOURCES
0 1 2 3
DESIGNERS:

DRAWING NO.

DATE:

DRAWN BY:

JOB #:

OF
1 2 3 4
A
B
C
D
1 2 3 4
5 5
Copyright © Wallace Group, a California
Corporation. All rights reserved. Copies of this
drawing shall have this notice.

CPK/WES

SHEETSPRELIMINARY UTILITY PLAN
C-3.0
6 1" LANDSCAPE WATER METER
0 (IN FEET)

GRAPHIC SCALE
40 80
1 IN = 40 FT
20 STORMWATER
BASIN
6" SS

EXIST EDGE OF

PAVEMENT

PROPOSED

DISTRIBUTION

WAREHOUSE
8" SS
4' SSMH

EXIST SSMH
8" SS
EXIST 8" WATER

TIE INTO EXIST WATER

EXIST SS
EXIST 8" SS
2" WATER
48" SSMH
48" SSMH
8" FIRE RISER

AIRPORT RD

PROPELLER DR
12" PRESSURIZED SD

DISCHARGE TO EAST AIRPORT ROAD

DRAINAGE SWALE
10" ROOF DRAIN

DOWNSPOUT TO
BIOSWALE (TYP.)
10" PVC ROOF DRAIN

CONNECTION TO BASIN
(TYP.)
10" ROOF DRAIN

DOWNSPOUT TO STORM
DRAIN (TYP.)
8" FIRE RISER

FIRE HYDRANT
RIPRAP
(TYP.)
SSCO 48" SDMH
6" SS

SDMH W/PUMPS

AND DISCHARGE

PIPE TO AIRPORT
RD
8" FIRE
8" FIRE
8" FIRE

FIRE HYDRANT

FIRE PUMP ROOM

FIRE DEPARTMENT

CONNECTION

FIRE HYDRANT
IRRIGATION BACKFLOW 8" DOUBLE DETECTOR CHECK VALVE
12" PRESSURIZED SD

1.5" IRR STUB
RIPRAP
(TYP.)
STUB 8" FIRE LINE
STUB 2" DOMESTIC WATER LATERAL
STUB 6" SS
48" SSMH
8" SS

FIRE HYDRANT

DOMESTIC BACKFLOW
1" DOMESTIC WATER METER
6" SS
8" FIRE 8" FIRE
12" PRESSURIZED SD
12" PRESSURIZED SD
6" SS
8" FIRE
8" FIRE
10" ROOF DRAIN

DOWNSPOUT TO
BIOSWALE (TYP.)
RIPRAP
(TYP.)
RIPRAP
(TYP.)
1" = 40'
AIRPORT ROAD WATERLINE EXTENSION 1 AIRPORT RD

EXIST FIRE HYDRANT
TIE INTO EXIST 8" WATER
TIE INTO EXIST 8" WATER
EXIST 8" WATER
EXIST 8" WATER

BUENA VISTA DR
8" WATER

EXIST SS

BLOW OFF
8" WATER
8" FIRE 8'x8' PAD

MATCHLINE A

PROPELLER DR

MATCHLINE A
Exhibit N
0+00
5+00
10+0015+00
260'
(V = 45 MPH, W = 6') 350' 260'
(V = 45 MPH, W = 6')
75' ROW
12' OFFER OF DEDICATION
44' 43'
36'

DATE SIGNED

SIGNATURE
www.wallacegroup.us

PLANNING

CONSTRUCTION MANAGEMENT

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WATER RESOURCES
0 1 2 3
DESIGNERS:

DRAWING NO.

DATE:

DRAWN BY:

JOB #:

OF
1 2 3 4
A
B
C
D
1 2 3 4
5 5
Copyright © Wallace Group, a California
Corporation. All rights reserved. Copies of this
drawing shall have this notice.

CPK/WES

SHEETSPRELIMINARY OFFSITE IMPROVEMENTS
C-4.0
7 FILE NAME: 1638-02 ROADWAY.DWG
60 120
1 IN = 60 FT
0 30
(IN FEET)

GRAPHIC SCALE

2.00% 2.00%

44.00'

5.00'

SHOULDER

12.00'

DRIVE LANE

12.00'

CENTER TURN LANE

12.00'

DRIVE LANE

5.00'

SHOULDER
EG EG

75.00' EXIST ROW
NTS
AIRPORT ROAD WIDENING 1

12.00'

OFFER OF DEDICATION

87.00' ROW
1 C1.0

AIRPORT ROAD

PROPELLER
DRIVE

PROPOSED

DISTRIBUTION

CENTER BUILDING

BUENA VISTA DRIVE

43.00'

2.00' AB

SHOULDER

BACKING

2.00' AB

SHOULDER

BACKING

AC OVER AB
Exhibit O
Attachment 4
RESOLUTION 23-XXX (C)

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES APPROVING PLANNED DEVELOPMENT 22-09
WHEREAS, the City of Paso Robles has received applications from SDG Paso Robles 413, LLC and Daou Vineyards, LLC to subdivide a single parcel located at 5175 Airport Road (APN 025-434-002) into two parcels, which will be built in two phases: Parcel 1 being Phase 1 and Parcel 2 being Phase 2; and WHEREAS, Phase 1 would accommodate the SDG Paso Robles 413, LLC proposal to construct a 196,000 squarefoot building for wine storage and distribution; and WHEREAS, Phase 2 would accommodate the Daou Vineyards, LLC proposal to construct an approximately 157,220 square foot wine production facility; and
WHEREAS, Phase 1 and Phase 2 are collectively referred to as the “Project” for purposes of the California Environmental Quality Act (CEQA), and
WHEREAS, as part of the entitlements required for the Project, Daou Vineyards, LLC has submitted an application for Planned Development 22-09; and
WHEREAS, the site has a General Plan land use designation of Business Park (BP) and is in the Industrial zoning district, Planned Development zoning overlay (M-PD; and WHEREAS, wine production, including the ancillary uses for storage, bottling, and warehousing are allowed uses in the M zoning district; and
WHEREAS, the purpose and intent of the planned development (PD) district zoning overlay is to provide for innovation and flexibility in the design of residential, commercial and industrial developments. Approval of a development plan is required for all development in the planned development (overlay) district; and WHEREAS, the site is in Safety Zone 5 of the Airport Land Use Plan, the Traffic Pattern Zone, where manufacturing and processing are compatible land uses; and WHEREAS, in compliance with the California Environmental Quality Act (CEQA), an initial study and mitigated negative declaration (SCH 2022120593) were prepared for the Project and were circulated between December 23, 2022 and January 24, 2023.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES DOES HEREBY RESOLVE AS FOLLOWS:

Section 1. All of the above recitals are true and correct and incorporated herein by reference.

Section 2. Based upon the facts and analysis presented in the staff report, public testimony received, and subject to the conditions listed below, the City Council makes the following findings:

Development Plan Findings

1. The design and intensity of the proposed development plan is consistent with the goals and policies established by the general plan and the zoning code, particularly the purpose and intent of the zoning district in which a development project is located, because the project would provide for additional Attachment 4
wine processing and warehouse uses consistent with the Business Park land use and Industrial zoning designations.

Planned Development Overlay District Findings

1. The granting of this permit will not adversely affect the policies, spirit and intent of the general plan, applicable specific plans, the zoning code and all other adopted codes, policies and plans of the city because wine processing and warehousing uses are consistent with the intent of the Business Park General Plan land use designations.

2. The proposed project maintains and enhances significant natural resources on the site because the project will be planting new trees and accent landscaping, which is an improvement of the vegetation on this site.

Attachment 4

Section 3. In accordance with the California Environmental Quality Act (Public Resources Code §§ 21000 et seq., “CEQA”), the regulations promulgated thereunder (14 Cal. Code of Regulations §§ 15000 et seq., the “CEQA Guidelines, the City prepared an Initial Study/Mitigated Negative Declaration (SCH #2022120593) (“MND”) that analyzed the proposed Project’s environmental impacts. The MND was made available to the public review from December 23, 2022 through January 24, 2023. On January 24, 2023, the Planning Commission recommended to City Council approval of the Project and adoption of the MND. On February 21, 2023, City Council conducted a duly noticed public hearing and considered the entire record of proceedings, including staff reports and their attachments, the MND, MMRP, and oral and written testimony from interested persons, all of whom were given an opportunity to be heard. Resolution No. 2023-__ recommends adoption of the MND and MMRP, and, among other things, properly assesses the environmental impact of the Project in accordance with CEQA. This Resolution incorporates by reference the environmental findings and analysis set forth in Resolution No. 2023-__, including the MND, as if fully set forth herein.

Section 4. The City Council hereby approves Planned Development 22-09, subject to the following:

EXHIBIT DESCRIPTION
A Site-Specific Conditions of Approval
B Standard Conditions of Approval
C Title Sheet
D.1-D.2 Grading Plan
E Site Grading Sections
F.1-F.2 Utility Plan
G Schematic Landscape Plan
H.1-H.2 Detailed Landscape Plans
I.1-I.3 Exterior Elevations
J Renderings
K Wastewater Tank Plan
L Traffic Flow Diagram
M.1-M.2 Sign Details
APPROVED this 21st day of February 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Attachment 4
Steven W. Martin, Mayor
ATTEST:

Melissa Boyer, City Clerk
Exhibits: A-M.2 (attached)
Exhibit A
Site Specific Conditions of Approval – PD 22-09
Planning Division Conditions:

1. The applicant/developer shall comply with the checked standard Conditions of Approval, “Exhibit B” of Resolution 23-_____.

NOTE: In the event of conflict or duplication between standard and site-specific conditions, the site-specific condition shall supersede the standard condition.

3. PD22-09 shall allow for the development of an approximately 157,000 sf wine production facility.

Interior uses include barrel storage, bottling/packaging areas, warehousing, fermentation areas.

Exterior uses include crush pad, mechanical yards, and wastewater treatment..

4. Any condition imposed by the City Council in approving this Development Plan may be modified or eliminated, or new conditions may be added, provided that the Planning Commission shall first conduct a public hearing in the same manner as required for the granting of the original permit. No such modification shall be made unless the Commission finds that such modification is necessary to protect the public interest and/or neighboring properties, or, in the case of deletion of an existing condition, that such action is necessary to permit reasonable operation and use under the Development Plan.

5. Approval of this project is valid for a period of two (2) years from date of approval. Unless construction permits have been issued and site work has begun, the approval of Planned Development 22-09 shall expire on February 21, 2025. The Planning Commission may extend this expiration date if a Time Extension application has been filed with the City along with the fees before the expiration date.

6. Any condition imposed by the City Council in approving this Development Plan may be modified or eliminated, or new conditions may be added, provided that the Planning Commission shall first conduct a public hearing in the same manner as required for the granting of the original permit. No such modification shall be made unless the Commission finds that such modification is necessary to protect the public interest and/or neighboring properties, or, in the case of deletion of an existing Exhibit A
condition, that such action is necessary to permit reasonable operation and use under the Development Plan.

7. Before issuance of a building permit, the applicant shall submit a Water Efficient Landscape Worksheet.

8. Before final inspection, the applicant shall submit a Certificate of Completion for the landscaping and irrigation installed.

9. Ongoing, the project shall be subject to the City Noise Ordinance.

Engineering Division Conditions:

10. All offsite improvements shall be designed and constructed in conformance with the latest copy of the City Standard Details and Specifications.

11. Applicant shall widen Airport road consistent with the plans dated December 30, 2022, to the City Engineer’s satisfaction. The frontage improvements shall be designed and constructed to accommodate two travel lanes, a center turn lane accessing both driveways, and a southbound shoulder for a future southbound Class II bike lane.

Timing: Prior to Encroachment Permit Final.

12. Applicant shall use a Traffic Index of 10.5 with a minimum 6-inch of asphalt on Airport Road.

13. Applicant shall provide a minimum twelve-foot offer of dedication for road purposes along Airport Road to the City Engineer’s satisfaction.

Timing: Final Map or Prior to Encroachment Permit issuance.

14. Applicant shall install water and sewer extensions in Airport Road to the City Engineer’s and City Utility Department’s satisfaction.

Timing: Prior to Encroachment Permit Final.

15. Applicant shall modify the grading plan to remove the screening berm from the existing 20-foot road reservation.

Timing: Prior to grading plan issuance.

16. Applicant shall provide reciprocal access and maintenance easement to Parcel 2 consistent with the final map and to the satisfaction of the City Engineer.

Timing: Prior to Final Map recordation.

17. Applicant shall provide a blanket stormwater easement for the benefit of Parcel 1 consistent with the Tentative Map and to the satisfaction of the City Engineer.

Timing: Prior to Final Map recordation.

18. 18. Applicant shall pay the fair share cost for either of the following improvements that are identified in the project traffic report:
a. Extend the eastbound median acceleration lane at the SR 46 E/Airport Road intersection and require trucks to use Airport Road; or
b. Accommodate westbound U-turns for STAA trucks on SR 46 E with Caltrans approval; or c. Construct a Huer Huero Creek Bridge (by others) and require trucks to use Golden Hill Road.

Exhibit A
The fair share payment shall be based on total building square footage as determined by the City Engineer. The City Engineer has evaluated the proposed and pending projects in the area and building square footage is a reasonable means of determining traffic payments as the square footage corelates reasonably to those project’s trip generation derived from the ITE trip estimates for similar sizes and uses.

Applicant is responsible to share in all costs associated design and construction of the identified and constructed improvement. Applicant shall enter into a fair share reimbursement agreement, with the City, that outlines the terms, conditions, and amount of the fair share payment.

Applicant shall install improvements at the Airport Road intersection restricting southbound left turns onto State Route 46 East. The southbound left turn restrictions shall be operational prior to Certificate of Occupancy. Applicant is responsible for design, permitting, and construction of the improvements. An encroachment permit shall be obtained from Caltrans prior to construction.

The Applicant may submit a request to the City Council to approve a reimbursement agreement for installation of the left turn restriction improvements, which the City Council may approve or deny in their sole discretion. The reimbursement agreement will apply to other development projects benefiting from the improvements. The reimbursement agreement cost allocation shall be based on total building square footage, or another appropriate cost allocation method, as determined by the City Engineer. The City Engineer has evaluated the proposed and pending projects in the area and building square footage is a reasonable means of determining traffic payments as the square footage corelates reasonably to those project’s trip generation derived from the ITE trip estimates for similar sizes and uses. Applicant is responsible for all costs associated design and construction of the identified and constructed improvement.

Timing: Left Turn Restrictions – Prior to Issuance of Certificate of Occupancy Execution of a Fair Share Reimbursement Agreement - Prior to Issuance of any permit.

Timing: Reimbursement Payment – Prior to Building Final.

20. Applicant shall pay a heavy truck road maintenance per truck trip fee for the future Airport, New Airport, Wisteria, to Golden Hill corridor when adopted by the City Council. Applicant is responsible for paying their fair share cost of the heavy truck road maintenance fee study report. The heavy truck road maintenance fee study report cost allocation shall be based on heavy truck generation by the project, Mitigation Measures – Conditions of Approval:

AES-1. Prior to issuance of a construction permit, the Applicant shall provide a revised lighting plan that demonstrates that the selected light fixtures, locations, and optical distribution patterns comply with Exhibit A
the California Green Building Code standards. Specifically, the plan shall evaluate the light fixture selection against the lighting zone that is appropriate. Backlight, uplight, and glare (BUG) ratings provided by the manufacturer of the proposed fixtures shall be provided for each fixture type proposed. The lighting plans shall be prepared by a qualified engineer who is an active member of the Illuminating Engineering Society of North America (IESNA) using guidance and best practices endorsed by the International Dark Sky Association. All fixtures shall meet or exceed the standards of the California Green Building Code Maximum Allowable BUG Rating (Table 5.106.8 in the 2019 version). The plan shall also include the following to meet this requirement:
a. In order to prevent “hot spots” onto the structures, wall mounted fixtures shall be positioned for lighting at the ground level and around the building for safety using appropriate IES uniformity ratings and shall not shed light back onto the building. To achieve this, the plan shall consider use of house side shields to minimize glare that may be observed from the vertical surface of the building walls. Walls that include wall mounted light fixtures shall use nonreflective materials, including nonreflective glass. b. The project shall include lighting controls and dimming capabilities for both buildingrelated lighting and pedestrian/parking-related lighting, based on the IES, California Green Building Code, and California Energy Code minimums. Occupancy sensors shall be utilized so that lighting is dimmed or turned off when an area is unoccupied. c. Lighting in parking areas and along drive aisles shall be the minimum level necessary to provide appropriate visibility of pedestrians and vehicles. d. Lighting fixtures located in parking areas or drive aisles shall not be located adjacent to or above trees that will obscure lighting beyond safe levels as the trees mature. e. Any exterior lighting, including lighting for signs, shall be “warm-white” or filtered (correlated color temperature of < 3,000 Kelvin; scotopic/photopic ratio of < 1.2) to minimize blue emissions.
f. All exterior lighting fixtures shall be International Dark Sky Association approved (Fixture Seal of Approval program) and shall be installed so that they are shielded and directed downwards.

AQ-1. The following mitigation measures shall be implemented to reduce construction generated fugitive dust. These measures shall be shown on grading and building plans. a. Reduce the amount of disturbed area where possible.
b. Use water trucks, SLOAPCD-approved dust suppressants (see Section 4.3 in the CEQA Air Quality Handbook), or sprinkler systems in sufficient quantities to prevent airborne dust from leaving the site and from exceeding the District’s limit of 20% opacity for greater than 3 minutes in any 60- minute period. Increased watering frequency would be required whenever wind speeds exceed 15 mph. Reclaimed (non-potable) water should be used whenever possible. Please note that since water use is a concern due to drought conditions, the contractor or builder shall consider the use of an APCD-approved dust suppressant where possible to reduce the amount of water used for dust control. For a list of suppressants, see Section 4.3 of the CEQA Air Quality Handbook. c. All dirt stockpile areas should be sprayed daily or covered with tarps or other dust barriers as needed.
d. All roadways, driveways, sidewalks, etc. to be paved should be completed as soon as possible. In addition, building pads should be laid as soon as possible after grading unless seeding or soil binders are used.
e. All trucks hauling dirt, sand, soil, or other loose materials are to be covered or should maintain at least two feet of freeboard (minimum vertical distance between the top of load and top of trailer) in accordance with CVC Section 23114. f. “Track-Out” is defined as sand or soil that adheres to and/or agglomerates on the exterior surfaces of motor vehicles and/or equipment (including tires) that may then fall onto any Exhibit A
highway or street as described in CVC Section 23113 and California Water Code 13304.

To prevent ‘track out’, designate access points and require all employees, subcontractors, and others to use them. Install and operate a ‘track-out prevention device’ where vehicles enter and exit unpaved roads onto paved streets. The ‘track-out prevention device’ can be any device or combination of devices that are effective at preventing track out, located at the point of intersection of an unpaved area and a paved road. Rumble strips or steel plate devices need periodic cleaning to be effective. If paved roadways accumulate tracked out soils, the trackout prevention device may need to be modified. g. Permanent dust control measures identified in the approved project revegetation and landscape plans should be implemented as soon as possible following completion of any soil disturbing activities.
h. Exposed ground areas that are planned to be reworked at dates greater than one month after initial grading should be sown with a fast germinating, non-invasive grass seed and watered until vegetation is established.
i. All disturbed soil areas not subject to revegetation should be stabilized using approved chemical soil binders, jute netting, or other methods approved in advance by the SLOAPCD.
j. Vehicle speed for all construction vehicles shall not exceed 15 mph on any unpaved surface at the construction site.
k. Sweep streets at the end of each day if visible soil material is carried onto adjacent paved roads. Water sweepers with reclaimed water should be used where possible. Roads shall be pre-wetted prior to sweeping when possible.
l. The burning of vegetative material shall be prohibited. Effective February 25, 2000, the APCD prohibited developmental burning of vegetative material within San Luis Obispo County. If you have any questions regarding these requirements, contact the SLOAPCD Engineering & Compliance Division at (805) 781-5912.
m. The contractor or builder shall designate a person or persons to monitor the fugitive dust emissions and enhance the implementation of the measures as necessary to minimize dust complaints, reduce visible emissions below 20% opacity, and to prevent the transport of dust offsite. Their duties shall include holidays and weekend periods when work may not be in progress. The name and telephone number of such persons shall be provided to the SLOAPCD Compliance Division prior to the start of any grading, earthwork or demolition.

AQ-2. The following measures shall be implemented to reduce construction emissions from on and offroad construction equipment (NOx, ROG, and DPM) and area sources. These measures shall be shown on grading and building plans:
a. Maintain all construction equipment in proper tune according to manufacturer’s specifications.
b. Heavy-duty (50 horsepower or greater) diesel-fueled construction equipment shall meet, at a minimum, ARB's Tier 3 certified engines, or cleaner, off-road heavy-duty diesel engines; be fitted with diesel exhaust particulate filters in accordance with manufacturer recommendations; and, comply with the State Off-Road Regulation. Heavy-duty equipment with Tier 4 engines shall be used to the extent locally available. Where Tier 3, or cleaner, equipment is not available, incorporate diesel emission control strategies/retrofits, such that emission reductions achieved equal or exceed that of a Tier 3 engine. Installing California Verified Diesel Emission Control Strategies. Verified diesel emissions control strategies can be found at: arb.ca.gov/diesel/verdev/vt/cvt.htm. c. When applicable, portable equipment, 50 horsepower (hp) or greater, used during construction activities shall be registered with the California statewide portable equipment registration program (issued by the California Air Resources Board) or be permitted by the APCD. Such equipment may include power screens, conveyors, internal combustion Exhibit A
engines, crushers, portable generators, tub grinders, trammel screens, and portable plants (e.g., aggregate plant, asphalt plant, concrete plant). For more information, contact the SLOAPCD Engineering & Compliance Division at (805) 781-5912. d. Use on-road heavy-duty trucks that meet the ARB’s 2007 or cleaner certification standard for onroad heavy-duty diesel engines, and comply with the State On-Road Regulation. e. All on and off-road diesel equipment shall not idle when not in use. Signs shall be posted in the designated queuing areas and or job sites to remind drivers and operators of the 5- minute idling limit.
f. Construction equipment staging areas shall be located at the furthest distance possible from nearby sensitive land uses.
g. To the extent locally available, electrified or alternatively powered construction equipment shall be used.
h. Construction of the proposed project shall use low-VOC content paints (e.g., 50 grams VOC per liter, or less).
i. To the extent locally available, use prefinished building materials or materials that do not require the application of architectural coatings.
j. Meet or exceed Cal Green Tier 2 standards for reducing cement use in concrete mix as allowed by local ordinance and conditions.

AQ-3. The following mitigation measures shall be implemented to reduce the operational emissions generated by the project:
a. All truck TRUs to be used by the building tenant(s) shall be plug-in capable. b. Electrical main service panel shall for both warehouses shall be designed to accommodate the potential future installation of electric charging stations for haul trucks. c. Heavy-duty trucks to be owned by the project applicants shall be model year 2014, or later.

Exhibit A
o. Exceed Cal Green building standards at the time of development for water conservation (e.g. use of low flow water fixtures, water efficient irrigation systems, and draught tolerant landscaping.)
p. All built-in appliances shall be Energy Star certified or equivalent. q. Design roof trusses to handle dead weight loads of standard solar-heated water and photovoltaic panels.
r. To the extent available, use paints and cleaning products that are low-VOC content (e.g., 50 grams/liter VOC content, or less).
s. Utilize on-site renewable energy system (e.g. solar, wind, geothermal, biomass and/or biogas) to offset at least 10% of the project’s electricity use.

AQ-4. Prior to project construction of the Daou Development, the SLOAPCD shall be consulted to identify applicable permitting limitations and requirements for wine production and the proposed wastewater pond. A Permit to Operate (PTO) shall be obtained from the SLOAPCD prior to installation of permitted equipment or processes.

AQ-5. The following mitigation measures shall be implemented to reduce the disturbance of asbestos and lead. Strategies include but are not limited to the following:
a. Demolition of on-site structures shall comply with the National Emission Standards for Hazardous Air Emissions requirements (NESHAP, 40 CFR, Part 61, Subpart M) for the demolition of existing structures. The SLOAPCD is delegated authority by the Environmental Protection Agency (EPA) to implement the Federal Asbestos NESHAP.

BIO-1. To reduce any potentially significant impact on nesting birds from vegetation and tree removals, the following mitigation measure is recommended:

Exhibit A
Vegetation removal and initial site disturbance shall be conducted between September 1st and January 31st outside of the nesting season for birds. If vegetation and/or tree removal is planned for the bird nesting season (February 1st to August 31st), then preconstruction nesting bird surveys shall be conducted by a qualified biologist to determine if any active nests would be impacted by project construction. If no active nests are found, then no further mitigation shall be required.

BIO-2. To reduce any potentially significant impact on bat roosts, the following mitigation measure is recommended as needed per the demolition plans:

Prior to demolition of the existing buildings, an evaluation for bat usage shall be conducted by a qualified biologist. If no evidence of bat use is detected, then no further mitigation shall be required.

52.5 acres (17.5 acres of development multiplied by 3 as a result of an applied 3:1 mitigation ratio) of suitable habitat in the kit fox corridor area (e.g. within the San Luis Obispo County kit fox habitat area, northwest of Highway 58), either on-site or off-site, and provide for a non-wasting endowment to provide for management and monitoring of the property in perpetuity. Lands to be conserved shall be subject to the review and approval of the California Department of Fish and Wildlife and the City. This mitigation alternative (a.) requires that all aspects if this program must be in place before City permit issuance or initiation of any ground disturbing activities. b. Deposit funds into an approved in-lieu fee program, which would provide for the protection in perpetuity of suitable habitat in the kit fox corridor area within San Luis Obispo County, and provide for a non-wasting endowment for management and monitoring of the property in perpetuity. Mitigation alternative (b) above can be completed by providing funds to The Nature Exhibit A
Conservancy (TNC) pursuant to the Voluntary Fee-Based Compensatory Mitigation Program (Program). The Program was established in agreement between the CDFW and TNC to preserve San Joaquin kit fox habitat, and to provide a voluntary mitigation alternative to project proponents who must mitigate the impacts of projects in accordance with the California Environmental Quality Act (CEQA). The fee, payable to “The Nature Conservancy,” would total: $131,250 (17.5 x 3 x $2,500). This fee is calculated based on the 2020 cost-per-unit of $2,500 per acre of mitigation, which is scheduled to be adjusted to address the increasing cost of property in San Luis Obispo County; actual cost may increase (or decrease) depending on the timing of payment and final mitigation ratio required. This fee must be paid after the CDFW provides written notification about your mitigation options but prior to City permit issuance and initiation of any ground disturbing activities.
c. Purchase credits in a CDFW-approved conservation bank, which would provide for the protection in perpetuity of suitable habitat within the kit fox corridor area and provide for a non-wasting endowment for management and monitoring of the property in perpetuity. Mitigation alternative (c) above can be completed by purchasing credits from the Palo Prieto Conservation Bank (see contact information below). The Palo Prieto Conservation Bank was established to preserve San Joaquin kit fox habitat, and to provide a voluntary mitigation alternative to project proponents who must mitigate the impacts of projects in accordance with the CEQA. The cost for purchasing credits is payable to the owners of The Palo Prieto Conservation Bank, would total: $131,250 (17.5 x 3 x $2,500). This fee is calculated based on the 2020 cost-per-credit of $2,500 per acre of mitigation.

The fee is established by the conservation bank owner and may change at any time. Actual cost may increase (or decrease) depending on the timing of payment and final mitigation ratio required.

Purchase of credits must be completed prior to City permit issuance and initiation of any ground disturbing activities.

Exhibit A
• All exposed openings of pipes, culverts, or similar structures shall be capped or temporarily sealed prior to the end of each working day.
• All food-related trash shall be removed from the site at the end of each work day. • Project-related equipment shall be prohibited outside of designated work areas and access routes.
• No firearms shall be allowed in the project area.
• Disturbance to burrows shall be avoided to the greatest extent feasible. • No rodenticides or herbicides should be applied in the project area. • Permanent fences shall allow for SJKF passage through or underneath (i.e., an approximate 4-inch passage gap shall remain at ground level).
• Prior to issuance of grading and/or construction permit and within 30 days prior to initiation of site disturbance and/or construction, all personnel associated with the project shall attend a worker education training program, conducted by a qualified biologist, to avoid or reduce impacts on sensitive biological resources (i.e. San Joaquin kit fox). At a minimum, as the program relates to the kit fox, the training shall include the kit fox’s life history, all mitigation measures specified by the City, as well as any related biological report(s) prepared for the project. The applicant shall notify the City shortly prior to this meeting. A kit fox fact sheet shall also be developed prior to the training program, and distributed at the training program to all contractors, employers and other personnel involved with the construction of the project.
• During the site-disturbance and/or construction phase, any contractor or employee that inadvertently kills or injures a San Joaquin kit fox or who finds any such animal either dead, injured, or entrapped shall be required to report the incident immediately to the applicant and City. In the event that any observations are made of injured or dead kit fox, the applicant shall immediately notify the USFWS and CDFW by telephone. In addition, formal notification shall be provided in writing within three working days of the finding of any such animal(s). Notification shall include the date, time, location and circumstances of the incident. Any threatened or endangered species found dead or injured shall be turned over immediately to CDFW for care, analysis, or disposition.

BIO-6. Oak trees removed by the project shall be replaced in accordance with the City’s Oak Tree Preservation Ordinance.

Exhibit A
• Unless otherwise directed by the Project Arborist, all work done within the TPZ, including digging, trenching and planting, shall be done with hand tools or small hand-held power tools that are of a depth and design that will not cause root damage. • Where trenching or digging within the TPZ is specifically permitted, the work shall be conducted in a manner that minimizes root damage, as directed by the Arborist. All roots larger than 1-inch in diameter shall be clean cut with sharp pruning tools and not left ragged.
• Any exposed roots shall be re-covered with soil the same day they were exposed if possible. If they cannot, they must be covered with burlap or another suitable material and wet down 2 times per day until reburied.
• Grade changes outside of the TPZ shall not significantly alter drainage to protected trees.

BIO-8. Tree Protection Fencing.

BIO-9. Signs.

BIO-10.
• Preconstruction. If construction is planned to occur between February 1 and September 15, a qualified biologist shall survey both Project trees and vegetation within 100 feet of Project area for nesting birds (300 feet for raptors) within one week of construction activities. If nesting birds are present the biologist will coordinate with Project manager to minimize impacts to nesting birds.
• During Construction. An Arborist shall determine when to be onsite to monitor all grubbing, trenching, digging, and grading during construction activities within the TPZ. If required, the Arborist shall inform the City of Paso Robles Community Development Department when tree protective fencing may be removed.
• Unanticipated Tree Damage Reporting. In the event that unanticipated or unauthorized impacts are inflicted on protected trees, the Project Arborist shall be immediately notified. The Project Arborist shall inspect damaged trees and prepare unanticipated damage reports with remediation recommendations to the Project Manager. Any damage or wounds to a tree shall be Exhibit A
corrected within 24 hours of notification by a certified Arborist using International Society of Arboriculture (ISA) guidelines.
• Post-Construction Arborist Monitoring and Reporting. Post-construction monitoring and reporting will be performed by the Arborist as required by the City of Paso Robles.

CUL-3. In the event that these resources are inadvertently discovered during ground-disturbing activities, work must be halted within 50 feet of the find until it can be evaluated by a qualified archaeologist.

GHG-1. In addition to implementation of Mitigation Measure AQ-3 and AQ-4 (noted above), the following additional measures shall be implemented:
a. Proposed land uses shall elect to receive electricity from Central Coast Community Energy (3CE).

Exhibit A
b. Building mechanical equipment and appliances shall be electrically powered. The installation of natural-gas service/infrastructure shall be prohibited. c. The Project shall provide organic waste pick up and shall provide the appropriate on-site enclosures consistent with the provisions of the City of Paso Robles Development Standards for Solid Waste Services.
d. Meet current CALGreen Tier 2 standards for electric vehicle (EV) parking spaces, except that all EV parking spaces required by the code shall be “EV-capable” instead of “EVready”.

GHG-2. The project shall provide carbon offsets sufficient to reduce project-generated GHG emissions to below applicable thresholds ), calculated over the life of the project. Based on the modeling conducted, the Daou project shall provide offsets in the total amount 1,970 MTCO2e. Under CEQA Guidelines Section 15126.4, subdivisions (c)(3) and (c)(4), a project’s GHG emissions can be reduced through the application of off-site measures, which may include “Direct Reduction Activities” or the purchase of “Carbon Offset Credits”, which are discussed as follows:

Direct Reduction Activities
Directly undertake or fund activities that will reduce or sequester GHG emissions. GHG reduction credits shall achieve GHG emission reductions that are real, permanent, quantifiable, verifiable, enforceable, in accordance with the criteria set forth in the ARB’s most recent Process for the Review and Approval of Compliance Offset Protocols in Support of the Cap-and-Trade Regulation (2013). GHG reduction credits shall be undertaken for the specific purpose of reduction project generated GHG emissions and shall not include reductions that would otherwise be required by law.

All Direct Reduction Activities and associated reduction credits shall be confirmed by an independent, qualified third-party.

N-1. The project shall provide a noise wall or berm of at least 7ft in height at specified locations to mitigate noise:
• For Daou, the berm or wall must extend along the westerly property line.

Exhibit A
Exhibit B

CITY OF EL PASO DE ROBLES

STANDARD DEVELOPMENT CONDITIONS
Planned Development 22-09 Conditional Use Permit
Tentative Parcel __________________ Tentative Tract Map Approval Body: CC Date of Approval: February 21, 2023_________ Applicant: Daou Vineyards, LLC_________ Location: 5175 Airport Road APN: 025-434-002
The following conditions that have been checked are standard conditions of approval for the above referenced project. The checked conditions shall be complied with in their entirety before the project can be finalized, unless otherwise specifically indicated. In addition, there may be site specific conditions of approval that apply to this project in the resolution.

COMMUNITY DEVELOPMENT DEPARTMENT - The applicant shall contact the Community Development Department, (805) 237-3970, for compliance with the following conditions:

A. GENERAL CONDITIONS – PD/CUP:

Owner understands and acknowledges that City is under no obligation to defend any legal actions challenging the City’s actions with respect to the project.

4. Any site-specific condition imposed by the Planning Commission in approving this project (PD 22-09) may be modified or eliminated, or new conditions may be added, provided that the Planning Commission shall first conduct a public hearing in the same manner as required for the approval of this project. No such modification shall be made unless the Commission finds that such modification is necessary to protect the public interest and/or neighboring properties, or, in the case of deletion of an existing condition, that such action is necessary to permit reasonable operation and use for this approval.

5. The site shall be kept in a neat manner at all times and the landscaping shall be continuously maintained in a healthy and thriving condition.

6. All signs shall be subject to review and approval as required by Municipal Code Section 21.19 and shall require a separate application and approval prior to installation of any sign.

9. All outdoor storage shall be screened from public view by landscaping and walls or fences per Section 21.21.110 of the Municipal Code.

12. All existing and/or new roof appurtenances such as air-conditioning units, grease hoods, etc. shall be screened from public view. The screening shall be architecturally integrated with the building design and constructed of compatible materials to the satisfaction of the Community Development Director or his designee. Details shall be included in the building plans.

13. All existing and/or new lighting shall be shielded so as to be directed downward in such a manner as to not create off-site glare or adversely impact adjacent properties.

The style, location and height of the lighting fixtures shall be submitted with the building plans and shall be subject to approval by the Community Development Director or his designee.

18. No storage of trash cans or recycling bins shall be permitted within the public rightof-way.

21. Prior to the issuance of building permits, the
Development Review Committee shall approve the following:

Planning Division Staff shall approve the following:
a. A detailed site plan indicating the location of all structures, parking layout, outdoor storage areas, walls, fences, light fixtures and trash enclosures;
b. A detailed landscape plan;
c. Detailed building elevations of all structures indicating materials, colors, and architectural treatments;
d. Other:

B. GENERAL CONDITIONS – TRACT/PARCEL MAP:

The City will promptly notify subdivider of any such claim or action and will cooperate fully in the defense thereof.

They shall be recorded concurrently with the Final Map or prior to the issuance of building permits, whichever occurs first. A recorded copy shall be provided to the affected City Departments.

4. Street names shall be submitted for review and approval by the Planning Commission, prior to approval of the final map.

All conditions marked are applicable to the above referenced project for the phase indicated.

C. PRIOR TO ANY PLAN CHECK:

1. The applicant shall enter into an Engineering Plan Check and Inspection Services Agreement with the City.

D. PRIOR TO ISSUANCE OF A GRADING PERMIT:

4. A Soils and/or Geology Report providing technical specifications for grading of the site shall be prepared by a Geotechnical Engineer.

E. PRIOR TO ISSUANCE OF A BUILDING PERMIT:

2. The applicant shall submit a composite utility plan signed as approved by a representative of each public utility.

4. In a special Flood Hazard Area as indicated on a Flood Insurance Rate Map (FIRM) the owner shall provide an Elevation Certificate in accordance with the National Flood Insurance program. This form must be completed by a land surveyor or civil engineer licensed in the State of California.

F. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY OR RECORDATION OF THE FINAL MAP:

The Planning Commission has made a finding that the fulfillment of the construction requirements listed below are a necessary prerequisite to the orderly development of the surrounding area.

1. The applicant shall pay any current and outstanding fees for Engineering Plan Checking and Construction Inspection services.

2. All public improvements are completed and approved by the City Engineer, and accepted by the City Council for maintenance if required.

3. The owner shall offer to dedicate and Improve Airport Road consistent with the Tentative Map and City Engineer’s satisfaction.
.

Bonds required and the amount shall be as follows:

Performance Bond...............100% of improvement costs.

Labor and Materials Bond........50% of performance bond.

8. The applicant shall install all utilities. Street lights shall be installed at locations as required by the City Engineer. All utilities shall be extended to the boundaries of the project.

12. All final property corners shall be installed prior to final occupancy.

13. All areas of the project shall be protected against erosion by hydro seeding or landscaping.

PASO ROBLES DEPARTMENT AND EMERGENCY SERVICES- The applicant shall contact the Department of Emergency Services, (805) 227-7560, for compliance with the following conditions:

G. GENERAL CONDITIONS

1. Prior to the start of construction:

Plans shall be reviewed, approved and permits issued by Emergency Services for underground fire lines.

Applicant shall provide documentation to Emergency Services that required fire flows can be provided to meet project demands.

Truck access road shall be at least twenty (26) feet in width with at least thirteen (13) feet, six (6) inches of vertical clearance. Minimum set-back 15’, maximum 30’.

Project shall provide a secondary access fire road approved by PRFD.

Plans shall be reviewed, approved and permits issued by Emergency Services for the installation of fire sprinkler systems.

3. Provide on address side of building if applicable:

Fire alarm annunciator panel location to be approved by PRFD.

Provide a Knox box key entry box or system.

Fire department connection (FDC) location and access path must be approved by PRFD.

Address Numbers; size, location, and contrast shall be approved by PRFD.

5. Provide temporary turn-around to current City Engineering Standard for phased construction streets that exceed 150 feet in length.

6. Motorized Gates blocking fire access require a separate PRFD and must include Knox Key Switch access.

7. Fire extinguisher placement shall be approved by PRFD.

8. Landscape plant selections shall be fire resistive within 30 feet of structures.

9. Landscape trees must not project into required vertical clearance of the fire access lanes.

10. Provide permanent turn-around to current City Engineering Standard for driveway/access roads that exceed 150 feet in length.

11. Project shall comply with all requirements in current, adopted edition of California Fire Code and Paso Robles Municipal Code.

12. Prior to the issuance of Certificate of Occupancy:

Final inspections shall be completed on all underground fire lines, fire sprinkler systems, fire alarm systems and chemical hood fire suppression systems.

A site pre-fire plan shall be submitted and approved by the Fire Marshal.

Contact the Paso Robles Fire Prevention Office for exact requirements.

A Final Fire Walkthrough inspection shall be completed on all buildings.

Note: All buildings must meet Emergency Responder Radio Coverage (CFC 510)

SHEET INDEX

DAOU CAMPUS

SCHEDULE OF CHANGES

VICINITY MAP
TOTAL: 24 SHEETS

TITLE SHEET

GRADING PLAN

SITE GRADING SECTIONS

UTILITY PLAN

LANDSCAPE SCHEMATIC PLAN

MASTER FIRE PROTECTION SITE PLAN

SITE PHASING PLAN

ARCHITECTURAL SITE PLAN & CODE ANALYSIS

EXTERIOR ELEVATIONS

ENLARGED EXTERIOR ELEVATIONS

EXTERIOR RENDERS

GENERAL NOTES, SYMBOLS & DETAILS

PANEL & SCHEDULES

ELECTRICAL SITE PLAN

SITE LIGHTING PLAN

SITE PHOTOMETRIC PLAN

OVERALL ELECTRICAL FLOOR PLAN
PHASE 1 ENLARGED ELECTRICAL SITE PLAN

WASTEWATER TREATMENT PAD ELECTRICAL PLAN
CRUSH PAD ELECTRICAL PLAN - PHASE 1
HOSE STATION ELECTRICAL PLAN - PHASE 1
PHASE 1 ENLARGED ELECTRICAL SITE PLAN
T1.0
C-3.0
C-3.1
C-3.2
C-4.0
C-4.1
SL101
MFPP-1
AS101
AS102
A-201
A-202
A-203
A-901
E0.0
E0.1
E1.0
E1.1
E1.2
E2.0
E2.1
E2.2
E2.3
E2.4
E3.0

PROJECT INFO

SITE SUMMARY

PROJECT DESCRIPTION
Proposal for a new 9.89 acre wine production facility. The single story facility encompasses an estimated 157,220 square feet of interior use areas including barrel storage, bottling/packaging areas, warehousing, fermentation areas. Exterior uses include crush pad, mechanical yards, & wastewater treatment.

ADDRESS:

APN#:

CLIMATE ZONE:

PLANNING ZONE:

PARCEL SIZE:

BUILDING SUMMARY
USE:

OCCUPANCY:

CONSTRUCTION TYPE:

PROPOSED STORIES:

FRONT YARD SETBACK:

SIDE YARD SETBACK:

REAR YARD SETBACK:

BUILDING AREAS

HEIGHT CALCULATIONS
MAXIMUM HEIGHT LIMIT = 50'-0"
Mid-point of street at crown is 795.7'
795.7' + 50' = 845.7'
MAX ALLOWABLE HEIGHT:

Top of roof is at 830.0'
830.0' < 845.7' therefore, ok
HEIGHT OF STRUCTURE:

PERMIT HISTORY:

PERMIT TYPE DATE
###
###
###

PERMIT TYPE

PERMIT TYPE
00/00/000
00/00/000
00/00/000
5175 Airport Rd.

Paso Robles, CA 93446
025-434-002
4 Industrial Zoning District (M)
Paso Robles Airport Land Use Plan Zone 5
(Salinas River Sub-Area)

9.89 acres (430,808 sq.ft.)
Commercial
S-2, F-2, B
Type IIB, Sprinklered - Shell Building
1 0' (None Required)
0' (None Required)
0' (None Required)

NEW CONSTRUCTION (PHASE II)
GROUND FLOOR(CONDITIONED):

TOTAL CONDITIONED SPACE:

TOTAL PROJECT SIZE:
(CONDITIONED + UNCONDITIONED)
67,220 SF
67,220 SF
170,534 SF

PROJECT LOCATION
Exp. 03-31-23
5175 Airport Rd.

Paso Robles, CA 93446

DAOU CAMPUS
APN: 025-434-002
1922
01 MAR 22 OWNER APPROVAL
11 NOV 22 PLAN CHECK #2
27 APR 22 PLANNED DEVELOPMENT SUBMITTAL
04 OCT 22 PLAN CHECK #1

DATE ISSUE

JOB NUMBER

AGENCY APPROVAL
Exp. 08-31-23
© 2020 stud io2G Arc hitec ts, LLP

SHEET NUMBER
T1.0

TITLE SHEET

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS

PROJECT DATA

OWNER INFO
01 02

PROJECT REQUIREMENT - PASO ROBLES

1. COMMERCIAL CITY OF PASO ROBLES
This project shall comply with the 2019 California Building Code (CBC).

Codes: All construction shall conform to the following codes:
- 2019 California Building Code Vol. 1 & 2 (2018 IBC)
- 2019 California Electrical Code (2017 NEC)
- 2019 California Mechanical Code (2018 UMC)
- 2019 California Plumbing Code (2018 UPC)
- 2019 California Energy Code
- 2019 California Fire Code (2018 IFC)
- 2019 Green Building Standards Code (CALGREEN Code)
- City of Paso Robles Municipal Code Title 22
NFPA - National Fire Codes, all other codes and ordinances adopted by the agencies having jurisdiction over this project.

All Amendments to the CA Codes adopted by the City of Paso Robles, and all other codes, regulations, and approvals established by the City of Paso Robles.

All work located within the public right of way or within the jurisdiction of the Paso Robles Utilities and Public Works Departments shall comply with the most current edition of the engineering standards and standards specifications.

Abbreviations
Of California N
A/C Air Conditioning (N) New
A.F.F. Above Finish Floor N.G. Natural Grade
ALT. Alternate N.I.C. Not In Contract
AMT. Amount NTS Not To Scale
APPROX. Approximate O
AVG. Average O/ Board
B O.C. On Center
BD. Board O.D. Outside Diameter
BTWN. Between OPNG. Opening
BLDG. Building ORIG. Original
BLK. / BLKG. Block / Blocking OZ. Ounce
C P
C.F.M. Cubic Feet Per Minute PERP. Perpendicular
CHG. Change PL. Plate
C.I. Cast Iron P. LAM. Plastic Laminate
CLR. Clear/clearance PLY. WD. Plywood
CLG. Ceiling PR. Pair
Centerline PROJ. Project
C.M.U. Concrete Masonry Unit P.S.F. Pounds Per Square Foot COL. Column P.S.I. Pounds Per Square Inch
CONC. Concrete PVMT. Pavement
CONSTR Construction P.T.D.F. Pressure Treated Doug Fir
C.O.T.G. Clean Out To Grade Q
CTR. Center QT. Quart
CU. FT. Cubic Foot QTY. Quantity
CU. IN. Cubic Inch R
CU. YD. Cubic Yard R. Riser
D RAD. Radius
DBL. Double RD. Road
DEG. Degree REF. Refrigerator
DEPT. Department REINF. Reinforment
DIAG. Diagonal REQ. Required
DIA. Diameter RM. Room
DIM. Dimension R.O. Rough Opening
DIV. Division R.T.S. Refer To Structural
D.S. Downspout S
DW. Dumbwaiter / Downspout SCHED. Schedule
E S.C. Solid Core
(E) Existing SECT. Section
EA. Each SHWR. Shower
ELEC. Electric SHT. Sheet
ELEV. Elevation / Elevator SIM. Similar
ENCL. Enclosure SPEC(S). Specification(s)
EQ. Equal SQ. Square
EQUIP. Equipment SQ. FT. Square Feet
EXIST. Existing S.S. Stainless Steel
EXT. Exterior ST. Street
F STD. Standard
F.D Floor Drain STL. Steel
F.G Finish Grade STOR. Storage
F.H. Fire Hydrant STRUCT. Structure
FIN. Finish SYM. Symbol
FLR. Floor T
FLUOR. Fluorescent T. Tread
F.O.C. Face Of Concrete T.O.C Top Of Concrete/curb
F.O.F. Face Of Finish TO.C.B. Top Of Catch Basin
F.O.M. Face Of Masonry TEL. Telephone
F.O.S. Face Of Stud TEMO. Temperature
FS. Finish Surface T&G Tongue And Groove
FT. Foot THK. Thick
FTG. Footing TOIL. Toilet
G T.O.P. Top Of Pavement
GA. Gauge T.O.S. Top Of Slab
GAL. Gallon T.O.W. Top Of Wall
GALV. Galvanized TV Television
GYP. Gypsum TYP. Typical
H U
H.B. Hose Bibb UNFIN. Unfinished
HDR. Header U.N.O. Unless Noted Otherwise
HRDW. Hardware UR. Urinal
HORIZ. Horizontal V
HP. Horse Power V. Vent
HT. Height V.C.T. Vinyl Composition Tile
I VENT. Ventilate, Ventilating
I.D. Inside Diameter VERT. Vertical
IN. Inch V.T.R. Vent Thru Roof
INFO. Information W
INSUL. Insulation W.C. Water Closet
INT. Interior WD. Wood
J W.H. Water Heater
JAN. Janitor W.I. Wrought Iron
JCT. Junction W.R.B. Weather Resistant Barrier
JT. Joint WOM. Women
K W.P. Waterproofing
KIT. Kitchen WSCT. Wainscot
L W/ With
LAV. Lavatory W/O Without
LB, Pound
L.F. Lineal Foot
LIN. Linear ACRONYMS
LT. Light A.N.S.I. American National
LT.WT. Light Weight Standards Institute
M A.S.T.M. American Society For
MAX. Maximum Testing And Materials
M.B. Machine Bolt C.B.C. California Building Code
M.C. Medicine Cabinet I.C.B.O. International Conference MECH. Mechanical Of Building Officials
MED. Medium N.F.P.A. National Fire Protection
MEZZ, Mezzanine Assocation
MFR. / MFGR. Manufacturer O.S.H.P.D. Occupational Safety MIN. Minimum And Health Act
MISC. Miscellaneous U.F.C. Uniform Fire Code
MTL. Metal W.I.C. Woodwork Institute
Of California
Symbols Legend
Sheet Number
Section Cut Reference
Indicates Direction Of View
A
A7.0
Exit Sign
Refer to Life Safetly Plans and
'E' sheets for locations and
requirements.

A
A7.0 Sheet Number
Interior Elevation Reference Number
Indicates Direction Of View EXIT
D-# Door ID - Refer To Sheet A-601
Window ID - Refer To Sheet
A-602
W-#
SCALE: NTS ARCHITECT
Studio 2G Architects, LLP
Architect: Heidi Gibson, AIA
811 Palm St.

San Luis Obispo, CA 93401
P: 805.594.0771XEXT
F: 805.540.5137

OWNER / CLIENT
Company
Name
Address
Address
P:

PROJECT TEAM

CIVIL ENGINEER
Wallace Group
Contact: Brett Hadley
612 Clarion Court
San Luis Obispo, CA 93401
P: 805.544.4011
F:

MEP ENGINEER
Company
Name
Address
Address
P:

GENERAL CONTRACTOR
Company
Name
Address
Address
P:

TITLE 24 REPORT
Company
Name
Address
Address
P:

ELECTRICAL ENGINEER
JMPE Inc.

Contact: John Maloney
627 Olive Street
Santa Barbara, CA 93101
P: 805.569.9216
F:

LANDSCAPE ARCHITECT
Wallace Group
Contact: Ann Sever
612 Clarion Court
San Luis Obispo, CA 93401
P: 805.544.4011
F:

FIRE PROTECTION
PTrutner Fire Protection
Engineering Inc.

Contact: James Henehan
2470 Stearns St. #280
Simi Valley, CA 93063
P: 805.297.3100
F:

NEW CONSTRUCTION (PHASE I)
GROUND FLOOR(CONDITIONED):

COVERED CRUSH PAD (UNCONDITIONED):

TOTAL CONDITIONED SPACE:
90,000 SF
13,314 SF
103,314 SF
25 SHEETS
Exhibit C
790
785
780
780
785
790
790
785
780
780
785
790
790 789
787
788
789 790 788789791 790 787 788 789
791 790 787 788
789 790 790 0.57% 1.00% 0.75% 0.75% 0.75% 1.65% SD

SD SD SD SD SD SD

SD SD SD SD SD SDSD SD SD SD SD SD
SD

3.29%

2.36%

2.24%

3.29%

2.00%

2.49%

3.08%

3.32%

3.63%

0.51%

0.81%

0.88%2.00% 3.03% 2.01% 1.35%

0.50%

0.60% 0.75% 0.60%

2.08% 1.66% 1.26% 3.33% 1.30%

2.33%

1.99% 2.29%3.13% 2.37% 1.56%

0.02%

0.91% 2.37% 1.50% 1.51% 1.84% 2.49%

1.94% 2.08%2.98% 3.37%

2.00%

2.03%

0.04%

2.00% 2.00% 790789 790 790 0.61% 0.86% 790 789 790 790 789

1.36%0.78% FS: 791.49 FS: 792.00 2.0:1 2.0:1 2.0:1 2.0:1 STORMWATER QUALITY UNIT STORMWATER QUALITY UNIT 24x24 Catch Basin 24x24 Catch Basin 24x24 Catch Basin 24x24 Catch Basin 24x24 Catch Basin 24x24 Catch Basin 24x24 Catch Basin 24x24 Catch Basin 24x24 Catch Basin 24x24 Catch Basin 24x24 Catch Basin 18" Flared End Section 18" Flared End Section 18" SD 18" SD
18" SD 18" SD 18" SD
18" SD 18" SD 18" SD 18" SD 18" SD
18" SD 18" SD 18" SD
SD SD SD 18" HDPE SD 18" Flared End Section 18" Flared End Section Exp. 03-31-23 5175 Airport Rd.

DAOU Campus
Paso Robles, CA 93446
APN: 025-434-002 #1922 5/30/22 DEVELOPMENT PLAN DATE ISSUE JOB NUMBER AGENCY APPROVAL Exp. 08-31-23 © 2020 studio2G Architects, LLP SHEET NUMBER ARCHITECT STAMP CONSULTANT STAMP SHEET TITLE SUBMITTALS & REVISIONS PROJECT DATA OWNER INFO ® 14 SEP 22 MUP PC #1 C-3.0 GRADING PLAN 2 C-3.2 1 C-3.2 3 C-3.2 PROPOSED PHASE 1 BUILDING FF: 790.75 FUTURE PHASE 2 BUILDING EXPANSION FF: 790.75 STORMWATER BASIN TOP: 790.25 BOT: 775.25 STORMWATER BASIN TOP: 790.25 BOT: 775.25 30 60 1 IN = 30 FT 0 15 (IN FEET) GRAPHIC SCALE N BRET D. HADLEY C I V I L No. 80124 NOT FOR CONSTRUCTION FOR PLAN REVIEW ONLY AL AT T S OF E C A O N R I F I REGISTERED PROFESSIONA L ENGINEER FUTURE ASPHALT ELEVATION

MATCHLINE
SEE SHEET C-3.1 Cut/Fill Summary Name EG vs. FG - Daou EG vs. Subgrade (FG -1') Totals Cut Factor 1.000 1.000 Fill Factor 1.000 1.000 2d Area 395784.82 Sq. Ft. 395784.82 Sq. Ft. 791569.65 Sq. Ft. Cut 9807.82 Cu. Yd. 15600.21 Cu. Yd. 25408.03 Cu. Yd. Fill 17543.41 Cu. Yd. 8677.10 Cu. Yd. 26220.51 Cu. Yd. Net 7735.59 Cu. Yd.<Fill> 6923.11 Cu. Yd.<Cut> 812.48 Cu. Yd.<Fill> ASPHALT ASPHALT ASPHALT ASPHALT CONCRETE CONCRETE Exhibit D.1 790 791 791 792 793 794

1.50%

0.78%0.50% 0.50% 0.50% 2.78% 795 792 793 794
796 Exp. 03-31-23
5175 Airport Rd.

MATCHLINE
SEE SHEET C-3.0
AIRPORT ROAD ASPHALT Exhibit D.2

ELEVATION
ELEVATION STATION 770 775 780 785 790 795 800 770 775 780 785 790 795 800 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20

ELEVATION
ELEVATION STATION 785 790 795 800 805 785 790 795 800 805 0+00 0+20 0+40 0+60 0+80 1+00 1+20 1+40 1+60 1+80 2+00 2+20 2+40 2+60 2+80 3+00 3+20 3+40 3+60 3+80 4+00 4+20 4+40 4+60 4+80 5+00 5+20 5+40 5+60 5+80 6+00 6+20 6+40 6+60 6+80 Exp. 03-31-23 5175 Airport Rd.

DAOU Campus
Paso Robles, CA 93446
APN: 025-434-002 #1922 5/30/22 DEVELOPMENT PLAN DATE ISSUE JOB NUMBER AGENCY APPROVAL Exp. 08-31-23 © 2020 studio2G Architects, LLP SHEET NUMBER ARCHITECT STAMP CONSULTANT STAMP SHEET TITLE SUBMITTALS & REVISIONS PROJECT DATA OWNER INFO ® 14 SEP 22 MUP PC #1 C-3.2 SITE GRADING SECTIONS Horz Scale: 1"= 30' Vert Exag: 4:1 WEST-EAST SECTION - PHASE 2 B Horz Scale: 1"= 30' Vert Exag: 4:1 WEST-EAST SECTION - PHASE 1 A Horz Scale: 1"= 30' Vert Exag: 4:1 NORTH-SOUTH SECTION C FG EG FG EG FG EG PROPOSED PHASE 1 BUILDING FF=790.75 PROPOSED BUILDING FF=790.75 PROPOSED BUILDING FF=790.75 4' TRUCK DOCK 2:1 STORMWATER BASIN 2:1 STORMWATER BASIN 2.5% 2.7% 2.9% TRUCK SCALE 1.5% 3.0% 1.6% 2.5% 2.5% FUTURE PHASE 2 EXPANSION FF=790.75 BRET D. HADLEY C I V I L No. 80124 NOT FOR CONSTRUCTION FOR PLAN REVIEW ONLY AL AT T S OF E C A O N R I F I REGISTERED PROFESSIONA L ENGINEER Exhibit E 780
780
785
785
790
790
780
780
785
785
790
790 SS SS SS

SS CO SSCO FIRE FIRE FIRE FIRE FIRE FIRE

FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE

FIRE FIRE FIRE

FIRE FIRE FIRE FIRE FIRE WL WL

WL WL FIRE SD

SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD

SD SDSD
790789 790 789
787
788
789 790 789791 789 790 790789 790 789
SD SD SD Exp. 03-31-23
5175 Airport Rd.

DAOU Campus
Paso Robles, CA 93446
APN: 025-434-002 #1922 5/30/22 DEVELOPMENT PLAN DATE ISSUE JOB NUMBER AGENCY APPROVAL Exp. 08-31-23 © 2020 studio2G Architects, LLP SHEET NUMBER ARCHITECT STAMP CONSULTANT STAMP SHEET TITLE SUBMITTALS & REVISIONS PROJECT DATA OWNER INFO ® 14 SEP 22 MUP PC #1 C-4.0 UTILITY PLAN PHASE 1 PROPOSED BUILDING 2" SSFM 6" SS SSMH WETWELL & PUMPS SSCO SSCO FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT FIRE HYDRANT 8" FIRE 8" FIRE 8" FIRE 8" FIRE 2" WATER 6" SS 6" SS PS PS PROCESSED WASTEWATER 30 60 1 IN = 30 FT 0 15 (IN FEET) GRAPHIC SCALE N BRET D. HADLEY C I V I L No. 80124 NOT FOR CONSTRUCTION FOR PLAN REVIEW ONLY AL AT T S OF E C A O N R I F I REGISTERED PROFESSIONA L ENGINEER FIRE HYDRANT

MATCHLINE
SEE SHEET C-4.1 FIRE HYDRANT FUTURE PHASE 2 BUILDING EXPANSION Exhibit F.1

SS SS SS SS SS SS SS SS

WL WL WL WL WL WL WL WL WL WL FIRE FIRE FIRE FIRE FIRE FIRE FIRE FIRE SS SS Exp. 03-31-23
5175 Airport Rd.

MATCHLINE
SEE SHEET C-4.0 SSMH TIE INTO EXIST GRAVITY SEWER LATERAL STUB EXISTING SEWER MAIN EXISTING 8" WATER LINE 2" SSFM8" FIRE 2" WATER AIRPORT ROAD 1" WATER METER 8" DOUBLE DETECTOR CHECK VALVE EXIST 6" SS Exhibit F.2

1. PLANTS ARE GROUPED TOGETHER BY WATER REQUIREMENTS. LOW WATER USE PLANTS

ARE GROUPED TOGETHER WITH OTHER LOW WATER USE PLANTS AND MEDIUM WATER USE PLANTS ARE GROUPED TOGETHER WITH OTHER MEDIUM WATER USE PLANTS.

2. PLANTS WERE LOCATED TO PROVIDE SHADING ON THE SOUTH WEST EXPOSURES AND

WITH CONSIDERATION OF SHADE TOLERANCE ON THE NORTH EAST SIDE OF THE BUILDING. 3. MOST PLANTS ARE IN THE WULCOLS LOW WATER USE CATEGORY. THERE IS NO TURF IN THE DESIGN. THE STORM WATER BASINS HAVE NATIVE GRASSES THAT CAN TOLERATE INTERMITTENT INUNDATION AND DRY PERIODS. THE NATIVE GRASSES DO NOT NEED

MOWING AND ARE DROUGHT TOLERANT BUT CAN ALSO HANDLE INUNDATION AND THE WATER QUALITY OF THE TREATED PROCESS WASTEWATER.

4. AN AGRONOMY SOILS REPORT WILL BE CONDUCTED AFTER GRADING TO EVALUATE THE SITE SOIL. THE SOIL WILL BE AMENDED AS PER THE SOILS ANALYSIS REPORT AT THE TIME OF PLANTING.

5. ALL PLANTING AREAS THAT ARE NOT IN THE STORM WATER BASINS WILL RECEIVE A 3"

THICK LAYER OF BARK MULCH TO HELP MAINTAIN SOILS MOISTURE AND KEEP THE SOIL COOLER.

PLANTING DESIGN

SCHEMATIC LANDSCAPE PLAN
Scale: 1" = 40'-0"

PHASE II
TANKER
PAD

CRUSH PAD
AREA

WASTEWATER

TREATMENT &

STORMWATER

RETENTION
7,700 SF
48' 5'-10" 33'-8" 50'-0"
N89 47'26"W 1292.58M N89 57'54"W 1292.53"R1 N0°01'26"E 666.22'M N0°09'37"W 666.11'R1 N0°01'26"E 666.22'M N0°09'37"W 666.11'R1 N89 47'26"W 1292.58M N89 57'54"W 1292.53"R1 20' 15'
N89 48'41"W 698.00'
ELEC.

TRANSFORMER 26'
FIRE
PUMP
26'
TRASH
PERIMETER SHADE 8
Gleditsia triacanthos / Honey Locust 24"box
Platanus racemosa / California Sycamore 36"box
Quercus lobata / Valley Oak 36"box
PARKING / ACCENT 64
Arbutus unedo 'Oktoberfest' / Oktoberfest Strawberry Tree 15 gal Cercis occidentalis / Western Redbud 24"box
Chilopsis linearis 'Bubba' / Bubba Desert Willow 24"box Feijoa sellowiana / Pineapple Guava 24"box
Olea europaea 'Fruitless' / Fruitless Olive 24"box
SHADE TREE 13
Fraxinus oxycarpa `Raywood` TM / Raywood Ash 24"box
Geijera parviflora / Australian Willow 24"box
Quercus douglasii / Blue Oak 24"box
Quercus ilex / Holly Oak 24"box
SCREEN TREE 47
Cupressus sempervirens / Italian Cypress 24"box
SHRUB AREA 57,626 sf
Arctostaphylos hookeri 'Monterey Carpet' / Monterey Carpet Hooker's Manzanita 1 gal Arctostaphylos uva-ursi / Kinnikinnick 1 gal
Baccharis pilularis 'Pigeon Point' / Pigeon Point Coyote Brush 1 gal Lavandula angustifolia 'Hidcote Blue' / Hidcote Blue English Lavender 1 gal Leucophyllum frutescens / Texas Sage 5 gal
Lupinus albifrons / Bush Lupine 1 gal
Lupinus nanus / Sky Lupine 1 gal
Muhlenbergia dubia / Pine Muhly 1 gal
Salvia chamaedryoides / Mexican Blue Sage 1 gal
Salvia greggii / Autumn Sage 1 gal
Salvia leucophylla / Purple Sage 1 gal
Salvia sonomensis 'Mrs. Beard' / Mrs. Beard Creeping Sage 1 gal Sesleria x 'Campo Azul' / Campo Azul Moor Grass 1 gal
SCREENING SHRUBS 179 sf
Arbutus unedo 'Compacta' / Compact Strawberry Tree 1,070 15 gal Callistemon viminalis 'Little John' / Little John Weeping Bottlebrush 5 gal Leucophyllum frutescens 'Compacta' / Compact Texas Sage 1 gal Phormium x `Yellow Wave` / Yellow Wave New Zealand Flax 1,671 5 gal Westringia fruticosa 'Blue Gem' / Coast Rosemary 5 gal
STORM WATER BASIN AREA 29,843 sf
Carex praegracilis / California Field Sedge plug
Leymus triticoides / Creeping Wild Rye plug
Muhlenbergia rigens / Deer Grass 1 gal

SCHEMATIC PLANT SCHEDULE

1. OVERHEAD IRRIGATION WILL BE RESTRICTED TO THE STORM WATER BASINS THAT WILL ALSO BE USED FOR WASTE WATER DISPOSAL.

2. THE PREDOMINANT IRRIGATION EMISSION DEVISE WILL BE STREAM BUBBLERS TO

REDUCE THE OCCURRENCES OF CLOGGING FROM THE USE OF WASTE WATER FOR IRRIGATION. 3. AN AIR-GAP SWITCHING SYSTEM WILL BE USED TO CONNECT TO WASTE WATER WHEN AVAILABLE OR POTABLE WATER AS NEEDED.

4. A "SMART" CONTROLLER WILL BE USED ALONG WITH A SITE RAIN/FREEZE SENSOR.

5. A MASTER VALVE AND FLOW SENSOR WILL ALSO BE USED TO MONITOR FOR LEAKS AND LINE BREAKS. THE MASTER VALVE WILL SHUT OFF THE SYSTEM WHEN A BREAK IS DETECTED.

IRRIGATION DESIGN

PHASE I
Exp. 03-31-23 5175 Airport Rd. DAOU Campus Paso Robles, CA 93446 APN: 025-434-002 #1922
5/30/22 DEVELOPMENT PLAN

DATE ISSUE

JOB NUMBER

AGENCY APPROVAL
Exp. 08-31-23
© 2020 studio2G Architects, LLP

SHEET NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS PROJECT DATA

OWNER INFO
®
14 SEP 22 MUP PC #1

STORMWATER

RETENTION
BASIN

STORMWATER

RETENTION
BASIN

PRELIMINARY NOT FOR CONSTRUCTIO
LS-101

LANDSCAPE

SCHEMATIC PLAN

TREES IN THIS PLANTER

SHALL BE WESTERN
REDBUD ONLY MATCHLINE SEE SHEET LS-101-B MATCHLINE SEE SHEET LS101-A

BACKFLOW SCREENING
Scale: 1/4" = 1'-0"

PHORMIUM 'YELLOW WAVE'

LEUCOPHYLLUM FRUTESCENS 'COMPACTA'

ARBUTUS UNEDO 'COMPACTA'
Exhibit G

1. PLANTS ARE GROUPED TOGETHER BY WATER REQUIREMENTS. LOW

WATER USE PLANTS ARE GROUPED TOGETHER WITH OTHER LOW WATER

USE PLANTS AND MEDIUM WATER USE PLANTS ARE GROUPED TOGETHER WITH OTHER MEDIUM WATER USE PLANTS.

2. PLANTS WERE LOCATED TO PROVIDE SHADING ON THE SOUTH WEST

EXPOSURES AND WITH CONSIDERATION OF SHADE TOLERANCE ON THE NORTH EAST SIDE OF THE BUILDING. 3. MOST PLANTS ARE IN THE WULCOLS LOW WATER USE CATEGORY. THERE IS NO TURF IN THE DESIGN. THE STORM WATER BASINS HAVE NATIVE

GRASSES THAT CAN TOLERATE INTERMITTENT INUNDATION AND DRY PERIODS. THE NATIVE GRASSES DO NOT NEED MOWING AND ARE

DROUGHT TOLERANT BUT CAN ALSO HANDLE INUNDATION AND THE WATER QUALITY OF THE TREATED PROCESS WASTEWATER.

4. AN AGRONOMY SOILS REPORT WILL BE CONDUCTED AFTER GRADING TO EVALUATE THE SITE SOIL. THE SOIL WILL BE AMENDED AS PER THE SOILS ANALYSIS REPORT AT THE TIME OF PLANTING.

5. ALL PLANTING AREAS THAT ARE NOT IN THE STORM WATER BASINS WILL RECEIVE A 3" THICK LAYER OF BARK MULCH TO HELP MAINTAIN SOILS MOISTURE AND KEEP THE SOIL COOLER.

PLANTING DESIGN

SCHEMATIC LANDSCAPE PLAN
Scale: 1" = 40'-0"

PHASE II
TANKER
PAD

CRUSH PAD
AREA

WASTEWATER

TREATMENT &

STORMWATER

RETENTION
7,700 SF
N89 47'26"W 1292.58M N89 57'54"W 1292.53"R1 N0°01'26"E 666.22'M N0°09'37"W 666.11'R1 N0°01'26"E 666.22'M N0°09'37"W 666.11'R1 N89 47'26"W 1292.58M N89 57'54"W 1292.53"R1 20'
N89 48'41"W 698.00'
ELEC.

TRANSFORMER
FIRE
PUMP
TRASH

PHASE I
Exp. 03-31-23 5175 Airport Rd. DAOU Campus Paso Robles, CA 93446 APN: 025-434-002 #1922
5/30/22 DEVELOPMENT PLAN

DATE ISSUE

JOB NUMBER

AGENCY APPROVAL
Exp. 08-31-23
© 2020 studio2G Architects, LLP

SHEET NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS PROJECT DATA

OWNER INFO
®
14 SEP 22 MUP PC #1

STORMWATER

RETENTION
BASIN

STORMWATER

RETENTION
BASIN

PRELIMINARY NOT FOR CONSTRUCTIO
LL-1

LANDSCAPE PLANTING
PLAN

TREES IN THIS PLANTER

SHALL BE WESTERN

REDBUD ONLY MATCHLINE SEE BELOW

BACKFLOW SCREENING
Scale: 1/4" = 1'-0"

LOMANDRA 'ARCTIC FROST'

OLEA 'LITTLE OLLIE'

TREES BOTANICAL / COMMON NAME CONT QTY
Cercis occidentalis-STD / Western Redbud 24"box 27
Cupressus sempervirens / Italian Cypress 24"box 25
Feijoa sellowiana / Pineapple Guava 24"box 5
Olea europaea 'Fruitless' - Multi / Fruitless Olive 24"box 14 Platanus racemosa / California Sycamore 24"box 8
Quercus ilex / Holly Oak 24"box 9
Quercus lobata / Valley Oak 36"box 4

SHRUBS BOTANICAL / COMMON NAME CONT QTY
Arctostaphylos x 'Austin Griffiths' / Austin Griffiths Manzanita 15 gal 39 Baccharis pilularis 'Pigeon Point' / Pigeon Point Coyote Brush 1 gal 113 Beschorneria yuccoides / Amole 5 gal 44
Callistemon viminalis 'Little John' / Little John Weeping Bottlebrush 5 gal 36 Ceanothus griseus horizontalis `Yankee Point` / Yankee Point California Lilac 5 gal 94 Ceanothus x 'Joyce Coulter' / Joyce Coulter Wild Lilac 5 gal 22 Cistus x pulverulentus 'Sunset' / Sunset Rockrose 1 gal 62 Epilobium canum / California Fuchsia 1 gal 35
Heteromeles arbutifolia / Toyon 5 gal 38
Lavandula x intermedia `Niko` / Phenomenal® Lavendin 1 gal 128 Leucophyllum frutescens / Texas Sage 5 gal 9
Leymus condensatus `Canyon Prince` / Native Blue Rye 1 gal 193 Lomandra longifolia 'Arctic Frost' / Arctic Frost Rush 1 gal 279 Lomandra longifolia 'Breeze' / Breeze™ Mat Rush 1 gal 376 Muhlenbergia rigens / Deer Grass 1 gal 361
Nepeta x faassenii 'Snowflake' / Snowflake Catmint 1 gal 73 Olea europaea `Little Ollie` TM / Little Ollie Olive 5 gal 94 Salvia chamaedryoides / Mexican Blue Sage 1 gal 283
Salvia clevelandii 'Winifred Gillman' / Winifred Gillman Cleveland Sage 5 gal 116 Salvia leucantha `Santa Barbara` / Mexican Bush Sage 5 gal 101 Salvia leucophylla / Purple Sage 1 gal 68
Salvia microphylla x greggii `EGGBEN005` / Heatwave™ Blaze Sage 1 gal 96 Salvia sonomensis 'Mrs. Beard' / Mrs. Beard Creeping Sage 1 gal 182

PLANT SCHEDULE

LEUCOPHYLLUM FRUTESCENS

MONUMENT SIGN
MULCH 57895 sf MATCHLINE SEE ABOVE
Exhibit +.1

SCHEMATIC LANDSCAPE PLAN
Scale: 1" = 40'-0"
Arctostaphylos 'Austin Griffiths'
Exp. 03-31-23 5175 Airport Rd. DAOU Campus Paso Robles, CA 93446 APN: 025-434-002 #1922
5/30/22 DEVELOPMENT PLAN

DATE ISSUE

JOB NUMBER

AGENCY APPROVAL
Exp. 08-31-23
© 2020 studio2G Architects, LLP

SHEET NUMBER

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS PROJECT DATA

OWNER INFO
®
14 SEP 22 MUP PC #1

PRELIMINARY NOT FOR CONSTRUCTIO
LL-2

PLANTING EXHIBIT

PLANT SCHEDULE
Cercis occidentalis
Quercus lobata
Salvia chamaedryoides Feijoa sellowiana
Platanus racemosa

CUPRESSUS SEMPERVIRENS
Baccharis pilularis 'Pigeon Point'
Ceanothus `Yankee Point`
Leymus condensatus `Canyon Prince` Salvia leucantha `Santa Barbara` Salvia clevelandii 'Winifred Gillman'
Olea europaea 'Fruitless'
Callistemon viminalis 'Little John'
Epilobium canum Nepeta x faassenii 'Snowflake' Muhlenbergia rigens Exhibit +.2
WEST ELEVATION - PHASE 1 - BACK OF BUILDING
Scale: 1" = 20'-0"
F.F.

TBD
Top of Parapet
39'-6"
Plt. Height.
33'-0"
14'-0"
7'-0"

CMU SITE WALL ALONG

WESTERN PROPERTY
LINE - PHASE 1

ELECTRICAL

TRANSFORMER

LIGHT FIXTURE LIGHT FIXTURE
10 9 8 7 6 5 4 3 2 1

LIGHT FIXTURE
PHASE 2A PHASE 1
Exp. 03-31-23
5175 Airport Rd.

Paso Robles, CA 93446

DAOU CAMPUS
APN: 025-434-002
1922
01 MAR 22 OWNER APPROVAL
11 NOV 22 PLAN CHECK #2
27 APR 22 PLANNED DEVELOPMENT SUBMITTAL
04 OCT 22 PLAN CHECK #1

DATE ISSUE

JOB NUMBER

AGENCY APPROVAL
Exp. 08-31-23
© 2020 stud io2G Arc hitec ts, LLP

SHEET NUMBER
A-201

EXTERIOR

ELEVATIONS

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS

PROJECT DATA

OWNER INFO
01 02
EAST ELEVATION - PHASE 1 - FRONT OF BUILDING
Scale: 1" = 20'-0"
F.F.

TBD
1 3 4 5 9 10
Top of Parapet
39'-6"
Top of Parapet
29'-6"
2 6 7 8 15'-6"19'-0" 24'-0"
17'-1"
Plt. Ht.
23'-0"
Plt. Height.
10'-0"
Bttm. of Structure
24'-0"
24'-0"
Bttm. of Structure
Plt. Height.
10'-0"
16'-6" 16'-6"
7'-0"

CMU SITE WALL ALONG

WESTERN PROPERTY
LINE - PHASE 1 19'-9"

LIGHT FIXTURE

LIGHT FIXTURE
EAST ELEVATION - PHASE 2 - FRONT OF BUILDING
Scale: 1" = 20'-0"
F.F.

TBD
1 3 4 5 9 10
Top of Parapet
39'-6"
Top of Parapet
29'-6"
2 6 7 8
17'-1"
19'-0"
24'-0"
15'-6"
7'-0"

CMU SITE WALL ALONG

WESTERN PROPERTY
LIGHT FIXTURE LINE - PHASE 1

LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE
WEST ELEVATION - PHASE 2 - BACK OF BUILDING
Scale: 1" = 20'-0"
F.F.

TBD
Top of Parapet
39'-6"
10 9 8 7 6 5 4 3 2 1 14'-0"
Top of Parapet
29'-6"
Plt. Height
29'-6"
7'-0"

CMU SITE WALL ALONG

WESTERN PROPERTY
LINE - PHASE 1

ELECTRICAL

TRANSFORMER

LIGHT FIXTURE LIGHT FIXTURE

LIGHT FIXTURE

LIGHT FIXTURE LIGHT FIXTURE
PHASE 2A PHASE 2B
PHASE 1 PHASE 2A PHASE 2A PHASE 2B
PHASE 2B PHASE 2A
PHASE 2B PHASE 2A PHASE 2A PHASE 1
01 01
02 02
02 02
02 02
02 02 02 02
02 02
02 02 02 02 02
02 PHASE 1 PHASE 2A
Exhibit I.1
SOUTH ELEVATION - PHASE 1 & 2 - SIDE OF BUILDING
Scale: 1" = 20'-0"
A C
Top of Parapet
39'-6"
Top of Parapet
29'-6"
Plt. Height
23'-0"
14'-0"
9'-0"
24'-0"
F.F.

TBD
24'-6"

CMU SITE WALL ALONG

WESTERN PROPERTY
LINE - PHASE 1

LIGHT FIXTURE LIGHT FIXTURE
NORTH ELEVATION - PHASE 1 & 2 - SIDE OF BUILDING
Scale: 1" = 20'-0"
C A
Top of Parapet
39'-6"
26'-0"
Bttm. of Canopy
26'-0"
F.F.

TBD
Top of Parapet
39'-6"
Top of Parapet
29'-6"
Plt. Height
23'-0"
15'-0"
14'-0"

CMU SITE WALL ALONG

WESTERN PROPERTY
LINE - PHASE 1

LIGHT FIXTURE LIGHT FIXTURE LIGHT FIXTURE
Exp. 03-31-23
5175 Airport Rd.

Paso Robles, CA 93446

DAOU CAMPUS
APN: 025-434-002
1922
01 MAR 22 OWNER APPROVAL
11 NOV 22 PLAN CHECK #2
27 APR 22 PLANNED DEVELOPMENT SUBMITTAL
04 OCT 22 PLAN CHECK #1

DATE ISSUE

JOB NUMBER

AGENCY APPROVAL
Exp. 08-31-23
© 2020 stud io2G Arc hitec ts, LLP

SHEET NUMBER
A-202

EXTERIOR

ELEVATIONS

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS

PROJECT DATA

OWNER INFO
01 02

TRASH ENCLOSURE FRONT
Scale: 1/4" = 1'-0" 4
18'-6"

TRASH ENCLOSURE SIDE
Scale: 1/4" = 1'-0" 3
10'-0"
11'-8"
17'-0"
2'-0"
01 01
02 02
02 02
02 02 02
Exhibit I.2
Exp. 03-31-23
5175 Airport Rd.

Paso Robles, CA 93446

DAOU CAMPUS
APN: 025-434-002
1922
01 MAR 22 OWNER APPROVAL
11 NOV 22 PLAN CHECK #2
27 APR 22 PLANNED DEVELOPMENT SUBMITTAL
04 OCT 22 PLAN CHECK #1

DATE ISSUE

JOB NUMBER

AGENCY APPROVAL
Exp. 08-31-23
© 2020 studio2G Arc hitec ts, LLP

SHEET NUMBER
A-203

ENLARGED

EXTERIOR

ELEVATIONS

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS

PROJECT DATA

OWNER INFO
01 02
ENLARGED EAST ELEVATION - PHASE 2 - FRONT OF BUILDING
Scale: 1" = 10'-0"
F.F.

TBD
1 3 4 5
Top of Parapet
39'-6"
Top of Parapet
29'-6"
2 17'-1"
19'-0"
24'-0"
15'-6"

LIGHT FIXTURE

LOADING DOCK COVERING

CRUSH PAD COVERING
16'-6"
19'-9"
02 F.F.

TBD
9 10
Top of Parapet
39'-6"
Top of Parapet
29'-6"
6 7 8
7'-0"

CMU SITE WALL ALONG

WESTERN PROPERTY
LINE - PHASE 1
ENLARGED EAST ELEVATION - PHASE 2 - FRONT OF BUILDING
Scale: 1" = 10'-0"

LIGHT FIXTURE LIGHT FIXTURE
PHASE 1
PHASE 1 PHASE 2A PHASE 2A PHASE 2B
Exhibit I.3
Exp. 03-31-23
5175 Airport Rd.

Paso Robles, CA 93446

DAOU CAMPUS
APN: 025-434-002
1922
01 MAR 22 OWNER APPROVAL
11 NOV 22 PLAN CHECK #2
27 APR 22 PLANNED DEVELOPMENT SUBMITTAL
04 OCT 22 PLAN CHECK #1

DATE ISSUE

JOB NUMBER

AGENCY APPROVAL
Exp. 08-31-23
© 2020 stud io2G Arc hitec ts, LLP

SHEET NUMBER
A-901

EXTERIOR RENDERS

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N

ARCHITECT STAMP CONSULTANT STAMP

SHEET TITLE

SUBMITTALS & REVISIONS

PROJECT DATA

OWNER INFO
01 02

VIEW OF METAL SCREEN AND FRONT OF BUILDING
Scale: NTS
2 VIEW DRIVING ONTO THE BACK LOT
Scale: NTS
1 VIEW OF OFFICE ENTRANCE
Scale: NTS
3 Exhibit J
DN
62' - 0"
135' - 0"

TO CITY

TO IRRIGATION TO WINERY
EQ-02
EQ-01
5' - 0"
FFR-01
SL-01
AS-01
AS-02
15' - 0"
MBR-01
15' - 0"
10' - 0"
RW-01
TDS-01
15' - 0"
DWP-01 UV-01
EFF-01
10' - 0"
UTILITY AREA (CONTROL BOARD, BLOWERS, RECIRCULATION PUMPS, ETC.) TANK ø 20' - 0" TYP

CATWALK
*ALT-2 TANK LAYOUT SHOWN
**CONCEPTUAL LAYOUT SHOWN
EQ-01
EQ-02
FFR-01
SL-01
AS-02
AS-01
MBR-01
RW-01
EFF-01
TDS-01
DWP-01
UV-01
FFR W/ 4000 CF OF FILTER MEDIA
TOS: TOP OF SLAB
TYP: TYPICAL
Scale
Date
Drawn By
Checked By
Project Number
Client
Dimensions in U.S. Imperial Units. All dimensions to be checked on site. Any discrepancies must be reported immediately to the designer before proceeding. This drawing is protected by copyright.

Drawing Status
Project
As indicated
W102
8/26/2021 10:32:06 PM

SITE LAYOUT
Daou Family Vineyards
Daou Airport Wastewater Plant
Concept
RS
MC
8/26/2021
211046P
Draft: Not For Construction
5175 Airport Road
Paso Robles, CA 93446
1 TOS
2 ISO VIEW 3ABBREVIATIONS

TANK SCHEDULE
Mark System Name
EQ-01 EQUALIZATION
EQ-02 EQUALIZATION
FFR-01 FIXED FILM REACTOR
AS-01 ACTIVATED SLUDGE
AS-02 ACTIVATED SLUDGE
MBR-01 MEMBRANE BIO REACTOR
RW-01 RAW WATER
TDS-01 TOTAL DISSOVLED SOLIDS

REDUCTION
EFF-01 OZONE AND EFFLUENT
SL-01 SLUDGE
DWP-01 DEWATERING PRESS
UV-01 ULTRAVIOLET DISINFECTION
No. Description Date
Exhibit K
Exhibit L
1 studio 2G 811 PALM ST. SAN LUIS OBISPO, CALIFORNIA
2 3 SIGNAGE RECESSED INTO WOODEN FACADE

RECLAIMED WALNUT WOOD FROM SITE

TRANSLUCENT BACKLIT LETTERING
COLOR: GOLD
SIGN HEIGHT: 24’
SIGN WIDTH: 9’
SIGN LENGTH: 19’-9”
LETTERING HEIGHT: 4’
LETTERING WIDTH: 17’-5”
1 EXAMPLE
4'-0"
19'-9"
24'-0"
8" 17'-5" 1'-8" 9'-0"
3"
Exp. 03-31-23
5175 Airport Rd.

DAOU CAMPUS
Paso Robles, CA 93446
APN: 025-434-002
1922
01 MAR 22 OWNER A
11 NOV 22 PLAN C
27 APR 22 PLANNED DEVELOPMENT S
04 OCT 22 PLAN C
DATE

JOB NUMBER

AGENCY APPROVAL
Exp. 08-31-23
© 2020 studio2G Architects, LLP

SHEET NUMBER
A-205

SIGN EXTERIOR

ELEVATIONS

PRELIMINARY DRAWINGS

N O T F O R C O N S T R U C T I O N

ARCHITECT STAMP CONSULTANT ST

SHEET TITLE

SUBMITTALS & REVISIONS

PROJECT DATA

OWNER INFO
01 02
4'-0"
19'-9"
24'-0"
8" 17'-5" 1'-8" 9'-0"
3"

EXAMPLE
DAOU Campus Signage

MATERIAL COLOR BOARD
Exhibit M.1

AIRPORT ROAD

DRIVEWAY

STRAVINSKI LOT
8'-0"
3'-0"
4'-0"
A I R

AIRPORT ROAD

DAOU DRIVEWAY
ENTRY

STRAVINSKI

PROPELLER DRIVE

ENLARGED SITE PLAN
Scale: 1" = 10'-0"

DAOU MONUMENT SIGN

BACKFLOW PREVENTION

DEVICE WITH LANDSCAPE

SCREENING
26'-0"

MONUMENT SIGN

RECESSED RECLAIMED WALNUT WOOD

NORTH ELEVATION

SIGN INTEGRATED INTO PHASE I BUILDING

BUILDING SIGN MATERIALS REVISED

TO MATCH MONUMENT SIGN
Exhibit M.2
Attachment 5
RESOLUTION 23-XXX (D)

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES APPROVING TENTATIVE PARCEL MAP NO. PR 22-0022, A 2-LOT SUBDIVISION WHEREAS, the City of Paso Robles has received applications from SDG Paso Robles 413, LLC and Daou Vineyards, LLC to subdivide a single parcel located at 5175 Airport Road (APN 025-434-002) into two parcels, which will be built in two phases: Parcel 1 being Phase 1 and Parcel 2 being Phase 2; and WHEREAS, Phase 1 would accommodate the SDG Paso Robles 413, LLC proposal to construct a 196,000 squarefoot building for wine storage and distribution; and WHEREAS, Phase 2 would accommodate the Daou Vineyards, LLC proposal to construct an approximately 157,220 square foot wine production facility; and
WHEREAS, Phase 1 and Phase 2 are collectively referred to as the “Project” for purposes of the California Environmental Quality Act (CEQA), and
WHEREAS, as part of the entitlements required for Phase 1, an application for Planned Development 22-04, Oak Tree Removal 22-06, and Tentative Parcel Map PR22-0022 has been filed by SDG Paso Robles 413, LLC to subdivide a single parcel into two parcels and construct a 196,000 square-foot building for wine storage and distribution at 5175 Airport Road (P22-0015); and
WHEREAS, the site has a General Plan land use designation of Business Park (BP) and is in the Industrial zoning district, Planned Development zoning overlay (M-PD; and WHEREAS, wine storage and distribution are an allowed use in the M zoning district; and WHEREAS, Tentative Parcel Map PR 22-0022 would subdivide the 19.75-acre lot into two roughly equal parcels, each approximately 9.87-acres in size; and
WHEREAS, the purpose and intent of the planned development (PD) district zoning overlay is to provide for innovation and flexibility in the design of residential, commercial and industrial developments. Approval of a development plan is required for all development in the planned development (overlay) district; and WHEREAS, the site is in Safety Zone 5 of the Airport Land Use Plan, the Traffic Pattern Zone, where warehouse and distribution facilities are compatible land uses; and WHEREAS, in compliance with the California Environmental Quality Act (CEQA), an initial study and mitigated negative declaration (SCH 2022120593) were prepared for the project and was circulated between December 23, 2022 and January 24, 2023.

NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES DOES HEREBY RESOLVE AS FOLLOWS:

Section 1. All of the above recitals are true and correct and incorporated herein by reference.

Section 2. Based upon the facts and analysis presented in the staff report, public testimony received, and subject to the conditions listed below, the City Council make the following findings:

Attachment 5

1. The proposed subdivision is designed, to the extent feasible, to provide for passive or natural heating or cooling opportunities because both lots are substantial in size and provide opportunities for the building to be designed in a manner that achieves passive heating or cooling. All buildings will be required to meet the energy efficiency requirements of the California Building Codes for light industrial and warehouse type buildings.

2. The subdivision and the provisions for its design and improvement are consistent with the general plan for the City of El Paso de Robles ("General Plan"), and the City of El Paso de Robles zoning ordinance (“Zoning Ordinance”), because:
a. The Tentative Parcel Map provides for land uses compatible with the Business Park General Plan land use classification, and the provisions for design and improvements promote the goals and objectives of the General Plan because it provides for two large parcels that can accommodate campus-like industrial development in an area for attractive businesses and industries; and
b. The Tentative Parcel Map provides for land uses compatible with the M zoning district, and the provisions for design and improvements comply with the implementation policies and objectives of the Zoning Ordinance because the proposed parcels meet the minimum lot size requirement and would not create any lots without street frontage.

3. The subject site is physically suitable for the type and density of development proposed in the Tentative Parcel Map because the resulting parcels would meet the minimum lot size requirement of the zoning district.

4. The subdivision design and improvements proposed in the Tentative Parcel Map are not likely to cause substantial environmental damage nor substantially injure fish or wildlife or their habitat because there are no significant drainage features, riparian habitat, or wetlands that were observed on the site.

5. The subdivision design and type of improvements proposed in the Tentative Parcel Map are not likely to cause serious public health problems because all development and public improvements will be performed per the requirements of all applicable standards and codes, including the zoning and building codes.

6. The subdivision design and type of improvements proposed in the Tentative Parcel Map will not conflict with easements acquired by the public at large for access through or use of the subject site because the parcel map acknowledges existing easements for road purposes.

7. As conditioned, the design of lots, streets, open space, drainage, sewers, water and other improvements is consistent with the General Plan, the Zoning Ordinance since the map requires all utilities including sewer and water to be extended to serve both parcels.

8. The discharge of waste into an existing sewer system from development proposed in the Tentative Parcel Map will not cause a violation of existing requirements prescribed by the local water quality control board because all buildings within the subdivision will be required to hook up to the existing public sewer system that exists in the streets adjacent to this project.

Section 3. In accordance with the California Environmental Quality Act (Public Resources Code §§ 21000 et seq., “CEQA”), the regulations promulgated thereunder (14 Cal. Code of Regulations §§ 15000 et seq., the Attachment 5
“CEQA Guidelines, the City prepared an Initial Study/Mitigated Negative Declaration (SCH #2022120593) (“MND”) that analyzed the proposed Project’s environmental impacts. The MND was made available to the public review from December 23, 2022 through January 24, 2023. On January 24, 2023, the Planning Commission recommended to City Council approval of the Project and adoption of the MND. On February 21, 2023, City Council conducted a duly noticed public hearing and considered the entire record of proceedings, including staff reports and their attachments, the MND, MMRP, and oral and written testimony from interested persons, all of whom were given an opportunity to be heard. Resolution No. 2023-__ recommends adoption of the MND and MMRP, and, among other things, properly assesses the environmental impact of the Project in accordance with CEQA. This Resolution incorporates by reference the environmental findings and analysis set forth in Resolution No. 2023-__, including the MND, as if fully set forth herein.

Section 4. The City Council approves Tentative Parcel Map PR 22-0022, subject to the following:

EXHIBIT DESCRIPTION
A Site-Specific Conditions of Approval
B Standard Conditions of Approval
C Tentative Parcel Map PR 22-0022
APPROVED this 21st day of February 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Steven W. Martin, Mayor
ATTEST:

Melissa Boyer, City Clerk
Exhibits: A-C (attached)
Exhibit A
Site Specific Conditions of Approval – TPM PR22-0022
Planning Division Conditions:

1. The applicant/developer shall comply with the checked standard Conditions of Approval, “Exhibit B” of Resolution 23-_____.

NOTE: In the event of conflict or duplication between standard and site-specific conditions, the site-specific condition shall supersede the standard condition.

EXHIBIT DESCRIPTION
A Site-Specific Conditions of Approval
B Standard Conditions of Approval
C Tentative Parcel Map PR 22-0022

3. Approval of Tentative Parcel Map PR 22-0022 is valid for a period of two (2) years from date of approval. Unless construction permits have been issued and site work has begun, the approval of PR 22-0022 shall expire on February 21, 2025. The Planning Commission may extend this expiration date if a Time Extension application has been filed with the City along with the required fee before the expiration date.

4. Any condition imposed by the City Council in approving this tentative parcel map may be modified or eliminated, or new conditions may be added, provided that the Planning Commission shall first conduct a public hearing in the same manner as required for the granting of the original permit. No such modification shall be made unless the Commission finds that such modification is necessary to protect the public interest and/or neighboring properties, or, in the case of deletion of an existing condition, that such action is necessary to permit reasonable operation and use under the Development Plan.

Exhibit B
Exhibit B

CITY OF EL PASO DE ROBLES

COMMUNITY DEVELOPMENT DEPARTMENT - The applicant shall contact the Community Development Department, (805) 237-3970, for compliance with the following conditions:

A. GENERAL CONDITIONS – PD/CUP:

Owner understands and acknowledges that City is under no obligation to defend any legal actions challenging the City’s actions with respect to the project.

4. Any site-specific condition imposed by the Planning Commission in approving this project (PD 22-04, OTR22-06, Tentative Parcel Map PR 22-0022) may be modified Exhibit B
or eliminated, or new conditions may be added, provided that the Planning Commission shall first conduct a public hearing in the same manner as required for the approval of this project. No such modification shall be made unless the Commission finds that such modification is necessary to protect the public interest and/or neighboring properties, or, in the case of deletion of an existing condition, that such action is necessary to permit reasonable operation and use for this approval.

5. The site shall be kept in a neat manner at all times and the landscaping shall be continuously maintained in a healthy and thriving condition.

6. All signs shall be subject to review and approval as required by Municipal Code Section 21.19 and shall require a separate application and approval prior to installation of any sign.

9. All outdoor storage shall be screened from public view by landscaping and walls or fences per Section 21.21.110 of the Municipal Code.

13. All existing and/or new lighting shall be shielded so as to be directed downward in such a manner as to not create off-site glare or adversely impact adjacent properties.

The style, location and height of the lighting fixtures shall be submitted with the building plans and shall be subject to approval by the Community Development Director or his designee.

18. No storage of trash cans or recycling bins shall be permitted within the public rightof-way.

21. Prior to the issuance of building permits, the
Development Review Committee shall approve the following:

Planning Division Staff shall approve the following:
a. A detailed site plan indicating the location of all structures, parking layout, outdoor storage areas, walls, fences, light fixtures and trash enclosures;
Exhibit B
b. A detailed landscape plan;
c. Detailed building elevations of all structures indicating materials, colors, and architectural treatments;
d. Other:

B. GENERAL CONDITIONS – TRACT/PARCEL MAP:

The City will promptly notify subdivider of any such claim or action and will cooperate fully in the defense thereof.

They shall be recorded concurrently with the Final Map or prior to the issuance of building permits, whichever occurs first. A recorded copy shall be provided to the affected City Departments.

4. Street names shall be submitted for review and approval by the Planning Commission, prior to approval of the final map.

All conditions marked are applicable to the above referenced project for the phase indicated.

C. PRIOR TO ANY PLAN CHECK:

1. The applicant shall enter into an Engineering Plan Check and Inspection Services Agreement with the City.

D. PRIOR TO ISSUANCE OF A GRADING PERMIT:

Exhibit B

4. A Soils and/or Geology Report providing technical specifications for grading of the site shall be prepared by a Geotechnical Engineer.

E. PRIOR TO ISSUANCE OF A BUILDING PERMIT:

2. The applicant shall submit a composite utility plan signed as approved by a representative of each public utility.

Exhibit B
F. PRIOR TO ISSUANCE OF CERTIFICATE OF OCCUPANCY OR RECORDATION OF THE FINAL MAP:

The Planning Commission has made a finding that the fulfillment of the construction requirements listed below are a necessary prerequisite to the orderly development of the surrounding area.

1. The applicant shall pay any current and outstanding fees for Engineering Plan Checking and Construction Inspection services.

2. All public improvements are completed and approved by the City Engineer, and accepted by the City Council for maintenance if required.

3. The owner shall offer to dedicate and Improve Airport Road consistent with the Tentative Map and City Engineer’s satisfaction.
.

Bonds required and the amount shall be as follows:

Performance Bond...............100% of improvement costs.

Labor and Materials Bond........50% of performance bond.

8. The applicant shall install all utilities. Street lights shall be installed at locations as required by the City Engineer. All utilities shall be extended to the boundaries of the project.

Exhibit B

12. All final property corners shall be installed prior to final occupancy.

13. All areas of the project shall be protected against erosion by hydro seeding or landscaping.

15. Clear blackline mylars and paper prints of record drawings, signed by the engineer of record, shall be provided to the City Engineer prior to the final inspection. An electronic AutoCAD drawing file registered to the California State Plane – Zone 5 / NAD83 projected coordinate system, units in survey feet, shall be provided. All Maps shall be provided in GIS shape file format to the City Engineer’s Satisfaction.

PASO ROBLES DEPARTMENT AND EMERGENCY SERVICES- The applicant shall contact the Department of Emergency Services, (805) 227-7560, for compliance with the following conditions:

G. GENERAL CONDITIONS

1. Prior to the start of construction:

Plans shall be reviewed, approved and permits issued by Emergency Services for underground fire lines.

Applicant shall provide documentation to Emergency Services that required fire Exhibit B
flows can be provided to meet project demands.

Truck access road shall be at least twenty (26) feet in width with at least thirteen (13) feet, six (6) inches of vertical clearance. Minimum set-back 15’, maximum 30’.

Project shall provide a secondary access fire road approved by PRFD.

Plans shall be reviewed, approved and permits issued by Emergency Services for the installation of fire sprinkler systems.

3. Provide on address side of building if applicable:

Fire alarm annunciator panel location to be approved by PRFD.

Provide a Knox box key entry box or system.

Fire department connection (FDC) location and access path must be approved by PRFD.

Address Numbers; size, location, and contrast shall be approved by PRFD.

5. Provide temporary turn-around to current City Engineering Standard for phased construction streets that exceed 150 feet in length.

6. Motorized Gates blocking fire access require a separate PRFD and must include Knox Key Switch access.

7. Fire extinguisher placement shall be approved by PRFD.

Exhibit B

8. Landscape plant selections shall be fire resistive within 30 feet of structures.

9. Landscape trees must not project into required vertical clearance of the fire access lanes.

10. Provide permanent turn-around to current City Engineering Standard for driveway/access roads that exceed 150 feet in length.

11. Project shall comply with all requirements in current, adopted edition of California Fire Code and Paso Robles Municipal Code.

12. Prior to the issuance of Certificate of Occupancy:

Final inspections shall be completed on all underground fire lines, fire sprinkler systems, fire alarm systems and chemical hood fire suppression systems.

A site pre-fire plan shall be submitted and approved by the Fire Marshal.

Contact the Paso Robles Fire Prevention Office for exact requirements.

A Final Fire Walkthrough inspection shall be completed on all buildings.

Note: All buildings must meet Emergency Responder Radio Coverage (CFC 510) N 0°01'26" E 666.22'
N 89°47'26" W 594.58' N 89°47'26" W 698.00' N 0°03'15" E 616.00' N 89°48'41" W 1292.23'
615.75' 50.00'
N 89°48'41" W 698.00'
60 120
1 IN = 60 FT
0 30
(IN FEET)