Agenda packet — Paso Robles City Council, April 18, 2023 (part 7 of 7)

shaped fishhooks. Shell beads of mussel and abalone were the basis of the Salinan "currency", with value being assigned based on the color or the shell (Hester 1978: 502).

Historic Overview
European contact in the San Luis Obispo County region may have begun as early as 1587 with the visit of Pedro de Unamuno to Morro Bay, although some scholars have questioned this based on the ambiguity of Unamuno's descriptions (Mathes 1968). A visit in 1595 by Sebastian Rodriguez Cermeño is better documented (Wagner 1924). The earliest well-documented descriptions come from accounts by members of Gaspar de Portola's land expedition, which passed through the region in 1769 (Squibb 1984).

No large villages, such as those seen along the Santa Barbara channel, were reported by early travelers in the San Luis Obispo region.

Permanent Spanish settlement of the region began with the founding of Mission San Antonia de Padua (near King City) in 1771 and San Luis Obispo de Tolosa (in San Luis Obispo) in 1772. Twenty-five years later, Mission San Miguel Archangel was founded in the heart of southern Salinan territory. The mission properties of San Miguel mission were extensive and included an outlying rancho station, Las Gallinas, near present day Paso Robles (Ohles 1997).

As elsewhere, induction into the mission system had a devastating effect on the local inhabitants, requiring them to live and work at the mission and to a great extent abandon their former lifeways. The inadvertent introduction of European diseases, the consequent high mortality rate, and the pressure of overwhelming social change decimated the population. By 1805, most native villages had been abandoned, and the populace had either fled or moved into the mission system (Gibson 1983). The natives who had survived the Spanish colonization period, went on to build and staff the rancheros of the Mexican and American periods which followed. By the beginning of the 20th Century, the Chumash and Salinan had been integrated into American society (Gibson 1983; King 1984, 1990).

In 1822, Mexico attained independence of Spain and California became a Mexican territory. The Secularization Act, passed by the Mexican congress in 1833, provided for the immediate break-up of the missions and the transfer of mission lands to settlers and Indians. Work toward this end began in 1834 under Governor Figueroa. -11-
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Grants were made to individuals by the governor on the recommendation of the local alcalde of the Mission (Shumway 2007). During the years from 1840 to 1846, a series of land grants were made from the lands of Mission San Miguel by the governors of Mexican California. Most of these were used for grazing huge cattle herds. Even after the acquisition of California by the United States the ranchos continued to thrive until the drought of 1863 - 1864. This drought was ruinous to many of the ranchos. Tens of thousands of acres changes hands as lands sold for less than their assessed value (Angel 1883; Morrison & Haydon 1917). The new owners were most often North Americans who arrived on the heels of the drought as land prices plummeted.

The project area was a portion of the 26,000 acre rancho El Paso de los Robles, granted May 12, 1844 to Pedro Navarez by Mexican Governor Manuel Micheltorena. In 1848 the Treaty of Guadalupe Hidalgo marked an end to the Mexican American war and California became a territory of the United States. Statehood was attained in 1850 and in 1851 the Land Act, passed by Congress, meant that the rancheros now had to prove ownership of their land. A patent on the El Paso de los Robles was obtained July 20, 1866 by Petronillo Rios. Prior to the patent, however, the parcel had been sold in two separate transactions, first to Daniel and James Blackburn on September 21, 1858.

The second portion was sold July 9, 1861 to Lazarus Godchaux. They immediately began making improvements to the hot sulphur springs which had been used by local inhabitants for generations. The location had long been a rest stop for travelers on the El Camino Real. In 1864 the El Paso de Robles Hotel with attendant mineral hot spring bathhouse, was built. By the 1870s, the Paso Robles Hot Springs was a well known destination for people seeking the famous curative powers of the springs (Sawyer 1915).

The West Coast Land Co. was incorporated on March 27, 1886. The immediate objective was to develop 64,000 acres of land, comprised of the ranchos Santa Ysabel, El Paso de Robles, Eureka, and the unsold portion of Huer Huero that had been purchase over the preceding decade. The purchases were based upon the expectation that the Southern Pacific Railroad coastal line between San Francisco and Los Angeles through San Luis Obispo County would bring prosperity to the region (Nicholson 1980). A town plan for Paso Robles, on the western side of the Salinas River, was commissioned, and on November 17, 1886, two weeks after the first train arrived in “town” a Grand Auction was held, resulting in the sale of 228 lots. The town plan was completed by 1887 and the town was incorporated as a city in 1889. The trickle of settlers became a -12-
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flood and Paso Robles became a major export center for cattle, grain, dairy products, stone fruit, walnuts, and almonds. Throughout the later part of the nineteenth and the twentieth century, the economy of the Paso Robles region was largely agricultural.

Cattle ranches, dairies, almond and other fruit orchards, and large tracts devoted to dry land grain production comprised the rural landscape. This resulted in the clearing of much of the Oak woodland, including the present project area ( Rossi 1979: 258). During the mid twentieth century, Paso Robles was known as "The Almond Capital of the World." Much of the region around Paso Robles
In 1882, York Mountain Vineyard opened, eventually becoming one of the first bonded wineries on the Central Coast. Agriculture has continued to be the mainstay of the region up to the present, with increasing emphasis on viticulture and wine-making.

The proliferation of wineries in the last 30 years has also lead to tourism once again becoming a major component of the local economy.

MAP AND RECORDS SEARCH RESULTS
Prior to the field survey, a records and literature search was conducted at the Central Coast Information Center at the Santa Barbara Museum of Natural History, which is the regional clearinghouse for archaeological site information for San Luis Obispo County under agreement with the California Office of Historic Preservation (OHP). The search also included inventories for the State Historic Property Data Files, National Register of Historic Places, National Register of Determined Eligible Properties, California Historical Landmarks, California Points of Historic Interest, California OHP Archaeological Determinations of Eligibility, and the CalTrans State and Local Bridge Surveys.

Fourteen cultural resource studies have been conducted within a 1/2 mile radius of the project area (Bonner 2004; Clift and Farrell 2001, 2002; Conway 2000; Farrell 1996, 1998; Gibson 1973; Gibson and Parsons 1996; Girado and Orfila 2008; Haversat et al. 1984; Haydu and Price 2013; Lober 2007; Singer 2004, 2006). No prehistoric archaeological sites have been identified within the same radius. One historic resource, the Atlantic Richfield Beacon service station Number 13, is located to the north on the west side of Theater Drive (Farrell 1996).
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SUMMARY OF NATIVE AMERICAN OUTREACH
A letter was sent on November 30, 2022, to the Project Analyst at the Native American Heritage Commission. The letter explained the proposed project and asked him to conduct a Sacred Lands Search and forward to CRMS any names and addresses of those who may have knowledge of cultural resources within the study area, or who would like to comment on the project.

On December 8, 2022 a letter dated the same day, was received from Cody Campagne, Project Analyst, indicating that the Sacred Lands Search conducted at the Native American Heritage Commission (NAHC) yielded no evidence of Sacred Lands with the project. A list of interested Native American individuals and groups was included. Letters, explaining the project and soliciting comments were sent to each of the Native Americans and groups listed (Exhibit B). On December 20, , 2022, letters were written to the Native Americans and groups listed by the NAHC explaining the project, and asking for their comments.

RESULTS OF FIELD INVESTIGATION
A field reconnaissance of the project area was made on December 19, 2022 by Ron Rose and on December 26, 2022 by Nancy Farrell both of CRMS. The entire surface was inspected by walking parallel transects at two meter intervals. Mineral soil visibility was variable but generally poor (20%); however the abundant spoil piles from ground burrowing mammals provided additional visibility. No evidence of prehistoric or historic artifacts, features, or other indications of significant cultural resources were found during the survey. (Figure 4, 5, and 6). -14-
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Figure 4: Overview of Survey Area-View To Northeast
Figure 5: Overview of Survey Area-View To Southeast
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Figure 6: Overview of Survey Area-View To Southwest

CONCLUSION AND RECOMMENDATIONS
Since no evidence of significant cultural resources was located on the subject property, no further archaeological investigations are recommended at this time. While it is unlikely that subsurface remains are present, the nature of surface survey does not preclude the possible existence of such remains. If prehistoric or historic cultural materials are encountered during any phase of property grading or development the work should be halted until a qualified archaeologist can make an assessment of the resources and formulate proper mitigation measures.
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REFERENCES CITED
Angel, Myron
1883 History of San Luis Obispo County, California. Thompson & West, Oakland. Facsimile Reproduction, Valley Publishers, Fresno. 1979.

Bennyhoff, J. A., and R. E. Hughes
1987 Shell Beads and Ornament Exchange Networks Between California and the Western Great Basin. American Museum of Natural History Anthropological Papers 64 (2).

Bonner, W.
2004 Cultural Resource Records Search and Site Visit for Cingulat Telecommunications Facility Candidate VY-553-01 (Hwy 101 and 46). Michael Brandman Associates Brown, A. K.
1967 The Aboriginal Population of the Santa Barbara Channel. University of California Archaeological Survey Reports 69: 1-99. Berkeley.

Chapman, Rodger, Gordon W. Chase, and Les G. Youngs
1980 Geophysical Survey, Paso Robles Geothermal Area, California Part of the Resource Assessment of Low-and Moderate-Temperature Geothermal Resource Areas in California. Submitted to U.S. Department of Energy, Division of Geothermal Energy.

California Department of Conservation, Division of Mines and Conservation.

Chipping, David
1987 The Geology of San Luis Obispo County: A Brief Description and Field Guide.

Clift, Gregory and Nancy Farrell
2001 Phase 1 Archaeological Inventory for the Graff Groundwater well site near Ramada Drive, Templeton, San Luis Obispo county, California. Cultural Resource Management Services.
2002 Archaeological Survey Of Tentative Tract Map 2484, Templeton, San Luis Obispo County, California. Cultural Resource Management Services Conway, Thor
2000 Phase I Archaeological Survey of the Templeton Business Park, Cow Meadow Avenue, Templeton, San Luis Obispo County, CA. Heritage Discoveries Inc.

Dart, Louisiana Clayton
1978 Vignettes of History in San Luis Obispo County. Mission Federal Savings. San Luis Obispo, California.

Erlandson, Jon and Todd Braje
2011 From Asia to the Americas by Boat? Paleogeography, paleoecology, and stemmed points of the Northwest Pacific. Quaternary International 239: 28-37.

Erlandson Jon M. and Terry L. Jones, editors
2002 Catalysts to Complexity, Late Holocene Societies of the California Coast. Perspectives in California Archaeology, Volume 6. Cotsen Institute of Archaeology, UCLA. -17-
Exhibit A
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Farrell, Nancy
1996 Technical Report - Cultural Resources Survey Oak Tree Plaza Environmental Report.

CRMS
1998 Phase 1 Cultural Resources Survey of the Boatman Property (APN 009-851-007 & 009) Paso Robles, California. Cultural Resources Management Services Fitzgerald, Richard T.
2000 Cross Creek: An Early Holocene/Millingstone Site. California State Water Project, Coastal Branch Series Paper No. 12. San Luis Obispo County Archaeological Society.

Fitzgerald, Richard T. and Terry L. Jones
1998 Interpretive Synthesis of Subsurface Archaeological Investigations for the Coastal Branch Phase II Project. Appendix G in Archaeological Data Recovery at CA-SLO-1797, the Cross Creek Site, San Luis Obispo County, California, Coastal Branch, Phase II Project.

Submitted to California Department of Water Resources. Garcia and Associates, San Anselmo.

Geiger, M. and Clement Meighan
1976 As the Padres Saw Them: California Indian Life and Customs as Reported by the Franciscan Missionaries, 1813 -1815. Santa Barbara Mission Archive Library. Santa Barbara.

Gibson, Robert O.
1973 Archaeological Element of Environmental Impact Report for the Proposed Development of the Durand Property, San Luis Obispo County, California. 1979 Preliminary Inventory and Assessment of Indian Cultural Resources at Lodge Hill, Cambria, San Luis Obispo County, California. On file at the Central Coastal Information Center.
1981 Archaeological Element of Environmental Impact Report for the Holsted Subdivision, Parcel Map CO-80-24 Paso Robles, CA.
1983 Ethnogeography of the Salinan People: A Systems Approach. Master's Thesis, California State University, Hayward.
1990 Results of Phase One Archaeological Surface Survey on Tract 1865, Paso Robles.

Gibson, Robert O. and Jeff Parsons
1996 Inventory of Prehistoric, Historic and Geological Resources for the Nacimiento Water Supply Pipeline Project, San Luis Obispo County, CA. Gibson's Archaeological Consulting.

Girado, Amy and Rebecca Orfila
2008 Archaeological and Historical Investigations of the CAL FIRE Paso Robles Fire Station, San Luis Obispo, California. Center for Archeological Research.

Greenwood, Roberta S.
1972 9000 Years of Prehistory at Diablo Canyon, San Luis Obispo County, California. San Luis Obispo County Archaeological Society Occasional Paper 2, San Luis Obispo. 1978 Obispeño and Purismeño Chumash. In Handbook of North American Indians, Vol. 8, California. Smithsonian Institution, Washington, DC.
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Haney, Jefferson W, Terry L. Jones, and Jennifer M. Farquar 2002 Phase II Archaeological Investigation of CA-MNT-879 Fort Hunter Liggett, Monterey County, California. Report submitted to U.S. Army Corps of Engineers, Sacramento District.

Haversat, Trudy, Sopa Breschini and Gary Breschini
1984 Preliminary Archaeological Reconnaissance of a Proposed Site for the Paso Robles Service Center, Templeton, SLO County, CA. Archaeological Consulting Haydu, Damon M. and Barry A. Price
2013 Supplemental Cultural Resource Surveys for the PG&E Atascadero-San Luis Obispo 70 kV Power Line Reconductoring Project, San Luis Obispo County, California. Applied EarthWorks, Inc.

Hester, Thomas Roy
1978 Salinan. In Handbook of North American Indians, Vol. 8, California. Smithsonian Institution, Washington DC.

Jones, Deborah, Terry Jones, Kacey Hadick, William Hildebrandt & Patricia Mikkelsen 2015 Archaeological Investigations for the Los Osos Wastewater Project, San Luis Obispo County, California.

Jones, Terry L.
1993 Big Sur: A Keystone in Central California Cultural History. Pacific Coast Archaeological Society Quarterly 29(1):1-78.
2000 Archaeological Evaluations at CA-MNT-237 and CA-MNT-519, Fort Hunter- Liggett, Monterey County, California. Report submitted to U.S. Army Corps of Engineers, Sacramento District.

Jones Terry L. and Brian Codding
2019 Foragers on America’s Western Edge, The Archaeology of California’s Pecho Coast. The University of Utah Press, Salt Lake City.

Jones, Terry L., and Jefferson W. Haney
1997 Archaeological Evaluation of CA-MNT-521, Fort Hunter Liggett, Monterey County, California. Report submitted to U.S. Army Corps of Engineers, Sacramento District.

Jones, Terry, Nathan Stevens, Debbie Jones, Richard Fitzgerald, and Mark Hylkema. 2007 The Central Coast: A Midlatitude Milieu. In California Prehistory: Colonization, Culture, and Complexity, edited by Terry Jones and Kathryn Klar. AltaMira Press in cooperation with the Society for California Archaeology, Plymouth, United Kingdom.

Jones, Terry L. and Georgie Waugh
1995 Central California Prehistory: A View from Little Pico Creek. Perspectives in California Archaeology, Vol. 3. Institute of Archaeology, University of California, Los Angeles.

Jones, Terry, Nathan Stevens, Deborah A. Jones, Richard T. Fitzgerald and Mark Hylkema 2007 The Central Coast: A Midlatitude Milieu , in California Prehistory, Colonization, Culture and Complexity, edited by Terry L. Jones and Kathryn A. Klar, pp 125-146. Altamira Press, Lanhma, MD.
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Exhibit A
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King, Chester
1984 Appendix I: Ethnohistoric Background. In Archaeological Investigations on the San Antonio Terrace, Vandenberg Air Force Base, California. Report on file at Central Coastal Information Center, University of California, Santa Barbara. 1990 The Evolution of Chumash Society: A Comparative Study of Artifacts Used in Social System maintenance in the Santa Barbara Channel Region Before A.D. 1804. Garland Publishing, New York.

Krieger, Daniel E.
1988 San Luis Obispo County. Windsor Publications Inc., Northridge, California.

Kroeber, Alfred
1925 Handbook of the Indians of California. Facsimile edition, California Book Company, 1953.

Lindsey, Wesley C.
1983 Soil Survey of San Luis Obispo County, California. Paso Robles Area. United States Department of Agriculture.

Lober, Allison
2007 Archaeological Inventory Survey of 983 West Highway 46, Vesting Tentative Parcel Map CO06-0163, Paso Robles, San Luis Obispo County, California [APN 040-081-019].

Cultural Resource Management Services No. 42-614
Mathes, W. M.
1968 Sebastián Vizcaino and Spanish Expansion in the Pacific Ocean, 1580-1630. California Historical Society, San Francisco.

Meighan, Clement
1979 Glass Trade Beads in California. Ms. on file at Lowie Museum of Anthropology.

University of California, Berkeley.

Moratto, Michael
1984 California Archaeology. Academic Press, Inc. New York.

Morrison, Annie L and John H. Haydon
1917 History of San Luis Obispo County and Environs, California. Historic Record Company, Los Angeles.

Nicholson, Loren
1980 Rails Across the Ranchos. Valley Publishers. Fresno, California.

Ohles, Wallace V.
1997 The Lands of Mission San Miguel. Lord Dancer Press, Clovis California.

Olsen, W. H., and L. A. Payen
1969 Archaeology of the Grayson Site. California Department of Parks and Recreation Archaeological Report No. 12. Sacramento.
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Exhibit A
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Rabb, L. Mark, and Daniel O. Larson
1997 Medieval Climatic Anomaly and Punctuated Cultural Evolution in Coastal Southern California. American Antiquity 62: 319-336.

Rogers, David B.
1929 Prehistoric Man of the Santa Barbara Coast, California. Santa Barbara Museum of Natural History Special Publication 1, Santa Barbara.

Rossi, Randall Steven
1979 Land Use and Vegetation Change in the Oak Woodland-Savanna of Northern San Luis Obispo County, California (174-1978). PhD Dissertation, University of California, Berkeley.

Sawyer, Frank W.
1915 Paso Robles Hot Springs California. Sunset Publishing House, San Francisco.

Shumway, Burgess McK.
2007 California Ranchos, Patented Private Land Grants Listed by County. 2nd Edition, edited by Michael Burgess and Mary Wickizer Burgess. The Borgo Press.

Singer, Clay A.
2004 Cultural Resources Survey and Impact Assessment for a 40 +/- Acre Property Located on Theater Drive in the City of Paso Robles, San Luis Obispo County, California. C.A. Singer & Associates, Inc.
2006 Cultural resources survey and impact assessment for a 5 acre property on Ramada Drive near the Town of Templeton in San Luis Obispo [APN 040-151-013]. C.A. Singer & Associates, Inc.

Stevens, Nathan, Richard T. Fitzgerald, Nancy Farrell, Mark A. Giambastiani, Jennifer M. Farquar, and Dayna Tinsley
2004 Archaeological Test Excavations at Santa Ysabel Ranch, Paso Robles, San Luis Obispo County, California. Report submitted to Weyrich Development Company, LLC.

Cultural Resource Management Services, Paso Robles.

Squibb, Paul
1984 Captain Portola in San Luis Obispo County in 1769. Tabula Rasa Press. Morro Bay, California.

Wagner, H.R.
1924 The Voyage to California of Sebastian Rodriguez Cermeño in 1595. California Historical Society Quarterly 3 (1): 3-24.
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EXHIBIT A
Records and Literature Search
Central Coast Information Center
Museum of Natural History
Santa Barbara. CA
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EXHIBIT B
Letter to NAHC
Response From NAHC
Letter To Native Americans and Groups
Response From Native Americans and Groups
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Cultural Resource Management Services
829 Paso Robles Street
Paso Robles, CA 93446
Phone 805-237-3838
November 30, 2022
Mr. Cody Compagne
Cultural Resources Analyst
California Native American Heritage Commission
1550 Harbor Blvd., Suite 100
West Sacramento, CA 95691
RE: Phase I Inventory Survey, Commercial Storage Facility 65 Nutwood Circle, Paso Robles, CA APN: 009-851-023
Dear Mr. Compagne:

The owners of the property described above intend to construct a new commercial storage facilityon the identified parcel.

Cultural Resource Management Services (CRMS) has been retained, to prepare a Phase I surface survey as well as provide an early participation notice to interested Native Americans and Native American groups relative to the proposed construction project.

Please review the sacred lands files for any Native American Sacred resources or sites that may be within or adjacent to the area of potential effect (APE). Please verify that any sacred sites in the vicinity are not in the APE. The project area is within the corporate limits of the city of Paso Robles, San Luis Obispo county, and is identified on the attached portion of the USGS Templeton 7.5' Quadrangle. The study area falls within,, Township 28 South and Range 11 East MDM. The project location is depicted as a salmon colored polygon. As the area was part of a Rancho, there are no section lines.
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Page Two
November 30, 2022
Cody Compagne
Also provide a list, including names and addresses, of Native American individuals and organizations who may have knowledge of cultural resources in the project area; or who may have a concern or wish to comment on the project.

If you have any questions contact me at the phone number or address shown, or by email [email protected]. We look forward to your reply.

Best regards,
Ron Rose
Vice President
Encl: Portion of USGS 7.5' Quadrangle , Templeton, CA

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Portion of USGS 7.5' Quadrangle, Templeton, CA
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Cultural Resource Management Service
829 Paso Robles Street
Paso Robles, CA 93446
Phone 805-237-3838
Fax 805-237-3849
December, 20, 2022

XXXXXXXXXXXXXXXXXXX

XXXXXXXXXXXXXXXXXXX
RE: Phase I Archaeological Inventory Survey, APN: 009-851-023 65 Nutwood Circel, Paso Robles, CA
XXXXXXXXXXXX:

The owners of the property described above intend to construct a new commercial storage facility on the property described above.

The project area is within the corporate limits of the city of Paso Robles, San Luis Obispo county, and is identified on the attached portion of the USGS Templeton 7.5' Quadrangle. The study area falls within,, Township 28 South and Range 11 East MDM. The project location is depicted as a salmon colored polygon. As the area was part of a Rancho, there are no section lines.

The Native American Heritage Commission has indicated that no Sacred Sites exist either on the property or in the near vicinity. If you have knowledge of the area, please share that information with me in your comments. If you have any questions contact me at the phone number or address shown, or by email [email protected]. We look forward to your reply.

Best regards,
Ron Rose
Vice President
Encl: Portion of USGS 7.5' Quadrangle, Templeton, CA
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The letter on the previous page was sent to the following Native Americans and groups.

XXXX substituted for address and salutation.
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RESPONSE TO LETTER WRITTEN
12/22/22 email response from Annette Ayala
Thank you Ron. I would like to defer this project to the local tribe please.

Annette Ayala
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Exhibit A
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(805) 316-0101
895 Napa Avenue, Suite A-6, Morro Bay, CA 93442

MEMORANDUM
Date: November 10, 2022
To: David Athey, City of Paso Robles
From: Michelle Matson and Joe Fernandez, CCTC
Subject: Nutwood Wine, RV, and Self-Storage, Paso Robles – Draft Transportation Analysis This memorandum summarizes the transportation impact analysis of the proposed wine, RV, and self-storage facility on Nutwood Circle in the City of Paso Robles. The project would construct four buildings totaling 162,376 square feet. The preliminary site plan is attached.

The proposed project is expected to have a less-than-significant impact to VMT.

We recommend the driveway and sidewalk frontage improvements be constructed per City Standard Drawings C-9 and C-10. We also recommend parking restrictions on both sides of the project driveway consistent with the California Manual on Uniform Traffic Control Devices (CAMUTCD).

We also recommend that the applicant prepare a construction traffic management plan documenting the truck routes to and from the site along with hours of operation, which should avoid the peak hours of travel at the nearby US 101 interchanges.

CEQA ANALYSIS
Vehicle miles traveled (VMT) were analyzed consistent with the California Environmental Quality Act (CEQA) and state Office of Planning and Research (OPR) guidance. The City’s 2022 Transportation Impact Analysis (TIA) Guidelines Supplement provides VMT and safety thresholds consistent with OPR guidance. Office and industrial projects may have a significant impact if the work VMT per employee exceeds 85 percent of the regional average. Work VMT captures home-based-work attractions (trips from homes to workplaces). In addition, projects may have a significant impact if they exacerbate an existing high-priority or similar safety location, introduces a design feature that substantially increases hazards, or propose features that do not meet City design standards.

Caltrans relies on VMT and safety to evaluate transportation impacts and published a VMT Focused TIS Guide in May 2020, which replaced the prior guide reliant on LOS. The TIS Guide notes that lead agencies have the discretion to choose VMT thresholds and methods, and generally conforms to OPR guidance.

The SLOCOG Travel Demand Model was applied to estimate VMT. Project employees were estimated using typical square footage per employee from industry standard sources, then were added to the model. Table 1 summarizes the VMT results.

Exhibit A
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Nutwood Wine, RV, and Self-Storage, Paso Robles – Draft Transportation Analysis 2 Central Coast Transportation Consulting November 10, 2022 Table 1: Regional VMT Analysis
The addition of the project would reduce regional work VMT. Therefore, the project would have a less-thansignificant impact to VMT.

Collision data was obtained from the Statewide Integrated Traffic Records System (SWITRS) for Templeton CHP and City police on Nutwood Circle and Theatre Drive in the vicinity of the project between 2018 and 2022. Three collisions occurred near Rancho Paso Road 750 feet south of Nutwood Circle. No collisions occurred at or near Nutwood Circle. There are no observed collision patterns and no recommendations.

PROJECT TRIP GENERATION
The Institute of Transportation Engineers’ (ITE) Trip Generation Manual 11th Edition was used to estimate project trip generation. Table 2 summarizes the project trip generation. Standard trip generation rates are not available for wine or RV storage uses. However, they are expected to operate similar to a mini storage.

Table 2: Project Trip Generation
The proposed project would generate 235 net new vehicle trips per weekday, including 15 AM peak hour trips and 24 PM peak hour trips based on gross floor area. This is below the threshold triggering traffic capacity analysis. The project site plan includes between 1,100 and 1,200 total storage units. Using the ITE trip generation rates based on total units or based on the net rentable area, the project would generate fewer trips than shown in Table 2.

The site has an average slope of four percent and substantial grading will be required. The application materials indicate that 20,800 cubic yards of cut, and 5,000 cubic yards of fill will be needed. At 12 cubic yards per truck this would result in 2,634 to 4,300 one-way truck trips during grading depending on the amount cut retained on-site for fill. We recommend that the applicant prepare a construction traffic management plan documenting the truck routes to and from the site along with hours of operation, which should avoid the peak hours of travel at the nearby US 101 interchanges.

Scenario
Regional
Employees
Regional
Work VMT
2020 No Project 117,332 1,595,867
2020 With Project 117,465 1,594,698
Change from No Project 133 -1,168
Source: SLOCOG TDM, CCTC, 2022
Regional VMT Analysis

1. Work VMT is attracted to workplaces (sum of home-based-work attractions).

Weekday
Land Use Daily In Out Total In Out Total
Self Storage 162.376 KSF 235 9 6 15 11 13 24
Trip Generation
AM Peak Hour PM Peak Hour
Size
Source: Institute of Transportation Engineers (ITE) Trip Generation Manual, 11th Edition. Land Use Code #151, Mini-Warehouse. Average rates used.

Exhibit A
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Nutwood Wine, RV, and Self-Storage, Paso Robles – Draft Transportation Analysis 3 Central Coast Transportation Consulting November 10, 2022

SITE ACCESS AND ON-SITE CIRCULATION
The current site is vacant. The project proposes one driveway on Nutwood Circle and sidewalk frontage improvements. The driveway is not currently shown with a pedestrian path of travel. We recommend the driveway and sidewalk frontage improvements be constructed per City Standard Drawings C-9 and C-10.

Street features including landscaping, utility poles, street furniture, signs, and parked vehicles can inhibit sight distance in urban areas. Per California Manual on Uniform Traffic Control Devices (CAMUTCD) guidance, “At all intersections, one stall length on each side measured from the crosswalk or end of curb return should have parking prohibited. A clearance of 6 feet measured from the curb return should be provided at alleys and driveways.” We also recommend parking restrictions consistent with the CAMUTCD.

REFERENCES
California Department of Transportation. May 2020. Vehicle Miles Traveled-Focused Transportation Impact Study Guide.
_____. 2014, Revision 6. California Manual on Uniform Traffic Control Devices.

City of El Paso De Robles. 2017. Bicycle & Pedestrian Master Plan. _____. 2018. General Plan Circulation Element.
_____. 2013. Transportation Impact Analysis Guidelines. _____. 2022. Transportation Impact Analysis Guidelines Supplement.

Institute of Transportation Engineers (ITE). 2021. Trip Generation Manual, 11th Edition.

The Natelson Company, Inc. 2001. Employment Density Study Summary Report.

Exhibit A
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City of Paso Robles February 28, 2022
1000 Spring St.

Paso Robles, CA 93446
Customer : Doug Ayres
Arborist Report
This arborist report, tree protection plan, and request for a tree removal is for 6 Valley Oaks ( Quercus lobata ) located at 21159 Nutwood Circle in Paso Robles, CA. The trees are numbered with metal tags 215 to 220. We were hired to provide an arborist report on the trees and to inform and educate on how to protect the trees during all construction phases.

It is the property owners responsibility to provide a copy of this report to any contractors that may work within the critical root zone of the trees listed on this report. It is the property owners responsibility to ensure contractors follow and understand the rules set forth by this report and protection plan. This will guarantee the safety and health of the trees. Any changes made to the project that fall within the critical root zones must be reviewed by the project arborist. After review, implementation of mitigation measures may need to be addressed before changes can proceed. If any clarification is needed for anyone working with the CRZ, Client may reach out to us and it will be provided by the arborists at Kokers Demo & Tree Service.

This project is for the development of a vacant parcel located at 21159 Nutwood Circle in Paso Robles, Ca. near the cross street of Theater Drive. This is a large vacant lot that my client is requesting to build a storage unit facility. Majority of the Valley Oaks ( Quercus lobata ) on this lot are on the border of the property, with one off centered in the middle of the property.

This one Valley Oak ( Quercus lobata ) (tree tag #216) is being requested for removal due to the location. Building plans show this will be the only severely affected tree since it falls directly where they are planning a building to go. Due to its location, the lot, other trees, and the building Exhibit A
Attachment 2

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plan, this is the most effective design to minimize intrusion onto the remaining 5 Valley Oaks ( Quercus lobata ) on the property. We feel this is the best design that will cause the least amount of impact to the other trees.

Terms you may see in this report :

CRZ - Critical Root Zone - This is where the sensitive roots of the tree exist.

According to the City of Paso Robles Oak Tree Preservation Ordinance Section 10.01.020 Definitions - E “ Critical Root Zone “ (CRZ) means an area that is within a circle circumscribed around the trunk of a tree using a radius of 1 foot per inch DBH.

Example of CRZ - a 20 inch diameter at breast height tree will have a CRZ with a radius of 20 feet.

DBH - Diameter at breast height, normally about 4 ft 6 inches from ground.

Vigor - Overall health of tree
Foliage - leaves of a plant
Root Collar - area where the main roots join the trunk or main stem of the plant. Usually at or near ground level.

Codominant Stems - forked stems nearly the same size in diameter, arising from a common junction that lacks a normal branch union.

Included Bark - bark that becomes embedded in a crotch between branch and trunk or between codominant stems . Causes a weak structure.

Cavity - Open or closed hollow area within the tree, this is usually associated with decay.

Absorbing Roots - A tree's absorbing roots are within the top 12 inches of soil. These are fine fibrous roots that take up water and minerals.

Tree Protection Zone - described as the area within the orange tree protection fencing.

Shall - Word that designates a mandatory requirement.

Should - Word that designates an advisory recommendation.

Tree Health and Condition -
Tree Tag # 215 - This Valley Oak ( Quercus lobata ) has a diameter of 41 inches at breast height, is 40 feet tall and has a crown spread of 40 feet. The tree is located on the Northwest corner of the property and on a 5% slope. Soil conditions are currently saturated at the time of inspection (2/26/2022). After inspection, this tree appears to be in a fair state of vigor. No foliage was present due to seasonal traits. The crown density was sparse and medium in size.

This Valley Oak ( Quercus lobata ) has lost a large spare which has caused the crown to be approximately 40% unbalanced. The crown appeared to be fairly clean from dead branches.

However there are some over-extended branches on the southside of the tree. There is also one visible hollow cavity on the branch to the east. The Valley Oak ( Quercus lobata ) has a codominant stem with included bark, this does create a weak attachment point. The tree itself has poor taper as well. The root collar was not visible for inspection. Overall health of this tree is in low to fair health which could be mitigated with pruning.

Exhibit A
Attachment 2

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Tree Tag # 216 - Proposed for Removal - This tree is a Quercus lobata or commonly known as a Valley Oak. It is 46 inches in diameter at breast height and is 50 feet tall with a crown spread being 70 feet. Soil conditions are currently saturated at the time of inspection (2/26/2022). Vigor of this Valley Oak ( Quercus lobata ) is normal. Due to seasonal traits, there is currently no foliage on the tree. The crown is sparse to normal and medium sized. It currently has a crown made up of approximately 30% dead branches. There are also multiple codominant stems with included bark. The taper on this tree is normal. The root collar was visible and appeared to be in good condition. Overall this Valley Oak ( Quercus lobata ) is in good health.

Removal Request - This is the only tree on the property that the client is requesting a permit to be removed. The tree falls directly in the middle of where proposed buildings will be located.

After reviewing the proposed plans they seem to be figured out in a way to minimize damage to other existing trees on the property allowing for the least intrusive way to complete this project with preserving the remaining 5 trees reported and being protected on this report. The current layout shows the least amount of encroachment onto the remaining 5 Valley Oaks ( Quercus lobata ) critical root zones. The Client will follow all rules and regulations set forth by the City of Paso Robles if allowed to remove this tree. The client will follow all mitigation requirements set forth by the city as well by either planting replacement trees on their property or by requesting the city to plant the allotted number of trees on public property.

Tree Tag # 217 - This tree is a Quercus lobata or commonly known as a Valley Oak. It is 52 inches in diameter at breast height and is 65 feet tall with a crown spread being 50 feet. Soil conditions are currently saturated at the time of inspection (2/26/2022). Vigor of this Valley Oak ( Quercus lobata ) is low to normal. Due to seasonal traits, there is currently no foliage on the tree. The crown is sparse and small in size. It currently has a crown made up of approximately 45% dead branches. The crown is severely unbalanced due to being trimmed hard on the southwest side. The only current signs of pests that were visible were ants. The taper on this tree is poor. The root collar was visible and looked bad. Overall this Valley Oak ( Quercus lobata ) is in fair health.

Tree Tag # 218 - This Valley Oak ( Quercus lobata ) has a diameter of 46 inches at breast height, is 65 feet tall and has a crown spread of 50 feet. Soil conditions are currently saturated at the time of inspection (2/26/2022). After inspection, this tree appears to be in a normal (healthy) state of vigor. No foliage was present due to seasonal traits. The crown density was normal and small in size. This Valley Oak ( Quercus lobata ) crown appears to be approximately 10% unbalanced with 10% being dead branches. The Valley Oak ( Quercus lobata ) has a codominant stem with included bark, this does create a weak attachment point.

The tree itself has good taper. The root collar was visible for inspection. Upon inspection of the root collar, it was bell shaped and good. There is one spot on the root collar that has some missing bark. Overall health of this Valley Oak ( Quercus lobata ) is good.

Tree Tag # 219 - This Valley Oak ( Quercus lobata ) has a diameter of 58 inches at breast height, is 65 feet tall and has a crown spread of 70 feet. Soil conditions are currently saturated Exhibit A
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and has a concrete pad covering about ⅓ of the trees CRZ at the time of inspection (2/26/2022).

After inspection, this tree appears to be in a normal (healthy) state of vigor. No foliage was present due to seasonal traits. The crown density was normal and large in size. This Valley Oak ( Quercus lobata ) crown appears to be fairly balanced with 30% being dead branches.

The tree itself has good taper. The root collar was visible for inspection. Upon inspection of the root collar, it was good. Overall health of this Valley Oak ( Quercus lobata ) is good.

Tree Tag # 220 - This tree is a Quercus lobata or commonly known as a Valley Oak. It is 62 inches in diameter at breast height and is 80 feet tall with a crown spread being 75 feet. Soil conditions are currently saturated at the time of inspection (2/26/2022). Vigor of this Valley Oak ( Quercus lobata ) is low. Due to seasonal traits, there is currently no foliage on the tree. The crown is sparse and large in size. This Valley Oak’s ( Quercus lobata ) crown appears to be balanced with 40% overall being dead branches. The only current signs of pests that were visible were bees that have made hives in cavities present in the branches. This Valley Oak ( Quercus lobata ) has multiple cavities throughout the branches. There are also a severe amount of cavities in the bark that have been filled with acorns. There are multiple codominant stems present which create a weak attachment point. The root collar was visible and looked good. Overall this Valley Oak ( Quercus lobata ) is in a low state of health and is a good candidate for future failure.

See pictures at end of report.

Tree Rating System -
A rating System of 1 - 10 was used for visually establishing the overall condition of the trees.

The rating system is defined as follows:

Rating Condition
0 Deceased
1 Very Poor - Evidence of massive past failures, extreme disease and or is in severe decline.
2 Poor - May be saved with attention to any of the following - Pruning, insect/pest eradication and future monitoring
3 Fair - Some past failures, some pests or structural defects that may be mitigated with pruning.
4 Fair - May have had minor past failures, deadwood, minor Structural defects, some pests
5 Good - Relatively healthy tree with little structural and or Exhibit A
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pest defects
6 Good - Healthy tree that probably can be left in it natural state
7 - 9 Very Good - Ratings reserved for trees that have had proper arboricultural pruning and attention or have no
apparent structural defects
10 Excellent - Healthy tree with excellent structure and foliage. No signs of problems and has had proper care.
1 2 3 4
Tree Tag Number Tree Species Trunk DBH Condition
215 Valley Oak 41 inches 3
216 Valley Oak 46 inches 6
217 Valley Oak 52 inches 4
218 Valley Oak 56 inches 6
219 Valley Oak 58 inches 6
220 Valley Oak 62 inches 2/3
1 = Tree Number / Tag Number 3 = Trunk Diameter at breast height - approx. 4 ft 6 inches 2 = Tree species - Common name of tree 4 = Tree Condition - 1 = poor / 10 = excellent Tree Protection Plan :

This protection plan will be implemented on all trees listed in this report. The main goal with this protection plan is to preserve all trees that are within the construction area and to follow all conditions in the City of Paso Robles Oak Tree Ordinance 10.07.070 - Preservation and Maintenance of Existing Oak Trees. Using tree protection measures will ensure the safety and health of all the Valley Oaks ( Quercus lobata) located at 21159 Nutwood Circle. Any work that would take place within the CRZ and tree protection zone must be approved by the project arborist before digging. If approved, the customer shall have the project arborist monitoring if the customer uncovers roots 4 inches or bigger in diameter. The project arborist shall determine when to be onsite to monitor any digging within the CRZ. Any damage must be reported to the arborist within 24 hours of discovery of damage. Any monitoring deemed will be billed to the customer at $95/hr with a two hour minimum.

A protective fencing shall be placed around the critical root zone of all trees listed in this report. Fencing shall be an orange plastic safety fence standing 4 feet tall supported by tee posts. Tee posts shall be placed six to eight feet apart. Fencing can be fastened with wire or zip Exhibit A
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ties. The fencing will be installed at the outside of the critical root zone unless modifications are approved by the project arborist. Signs shall be attached to the fencing at a maximum spacing of twenty feet. Sign must state “ WARNING - TREE PROTECTION ZONE” . This sign must be readily visible, durable, waterproof and must read as follows :

WARNING
Tree Protection Zone
No personnel, equipment,
materials, and vehicles are
allowed.

DO NOT remove this fence
without permission from
Kokers Demo & Tree Service
805-423-4933
Once the safety fence is placed, the project arborist must be contacted for pre-construction inspection.

These safety measures must be understood by anyone who is working in the dripline and within the CRZ.
● Any equipment that is to be used must not deposit any gas, oil, solvents, or any other damaging materials within the CRZ. Along with liquid deposits, no solid waste shall be dumped or stored within the CRZ. No vehicles or heavy equipment shall be driven or parked within the CRZ unless authorized by the project arborist. ● Only hand tools and small power tools may be used within the CRZ unless otherwise approved by the project arborist.
● Any grading or paving shall not encroach into the CRZ unless approved by the project arborist. Grading shall not disturb or alter drainage that may cause damage to the tree.

Any grading or paving shall not cause any fill to affect the base of the tree meaning trees base/trunk shall not be covered and shall remain visible. ● When digging within the CRZ, all work should be done in a way to minimize root damage. Any roots larger than 1-inch in diameter will need to be clean cut with sharp pruning tools and not left ragged.
● Any exposed roots shall be recovered with soil the same day they were exposed. If they cannot be covered within the same day, then they must be covered with burlap or another suitable material. This material shall be watered and wet down 2 times a day until they can be recovered.
● Protected trees shall not be used for posting any signs. These trees must be kept free of nails, screws, rope, wire, or any other unauthorized fastening devices.

Exhibit A
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● Grade changes outside the tree protection zone shall not significantly alter drainage to the protected trees. Any methods used to change the grade must be used in a way to minimize root damage and ensure that the roots are not cut off from air. If erosion may be a concern factor, the original grade should be returned or soil must be stabilized. ● All tree pruning shall be completed by a licensed arborist to insure health of the tree. All pruning shall be done prior to construction to prevent any damage to limbs such as ripping or breaking. No pruning shall take more than 25% of the live crown. No pruning shall be performed with construction like hand tools like skill saws or sawzalls. Kokers Demo & Tree Service is a full service tree company that can be hired to prune trees if needed and the client so chooses.
● Utility placements suchs as basic utilities, storm drains and sewer shall be placed down roads/ driveways and outside the critical root zone when possible. All trenches in the critical root zone shall be dug by an air spade or hand tools ( hand dug ) with the utilities routed around (over/under) roots larger than 3 inches in diameter.

All trees shall receive a deep soaking followed by a 2 to 4 inch layer of wood chips spreading around the trees critical root zone to help retain moisture, soil structure, and reduce the effects of stress on the trees from construction.

Clients will contact the project arborist upon completion of construction to verify all safety measures were followed and mitigation efforts were met. If all mitigation efforts listed in this report are followed, I do not believe any long term harm would come to the trees.

If you have any questions or concerns, please feel free to contact me.

Hattie Koker
ISA Certified Arborist WE - 13496A
805-423-4933
Exhibit A
Attachment 2

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Pictures :

Exhibit A
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Preliminary Grading Image courtesy of NCE ( North County Engineering ) 725 Creston Rd. Suite C Paso Robles, CA 93446
Exhibit A
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Tree Protection Plan Spreadsheet for Doug Ayres
1 2 3 4 5 6 7 8 9
Tree
#
Tree
Species
Trunk
DBH
Tree
Condition
Constr.

Status
Drip Line
Impact
Constr.

Impact
Mitigation
Proposed
Mont.

Required Field Notes
215
Valley
Oak
41 inches 3 Impacted 10% G RP , F Y Poor Condition, unbalanced 216
Valley
Oak
46 inches 6 Removal 100% G, B None N
Removal requested as tree falls
directly in proposed building
217
Valley
Oak
52 inches 4 Impacted 25% E, G F N unbalanced
218
Valley
Oak
56 inches 6 Impacted 10% E, G F N
219
Valley
Oak
58 inches 6 Impacted 10% E, G F N
220
Valley
Oak
62 inches 2 to 3 Avoided 0% F N Poor condition, Potential for failure 1 - Tree # 6 - Drip Line % of impact
2 - Tree Type - Common Name
7- Construction Impact Type - grading,
compaction, trenching, easement, Building
3 - Trunk DBH - 4ft 6 in
8 - Mitigation Requirements - Fencing, Monitoring,
Root Pruning
4 - Tree Condition - 1-10 9 - Arborist Monitoring - Yes or No 5- Construction Status - Avoided ,
Impacted , Removal
Exhibit A
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279'
20'-0"20'-0"
37'-0"
DRIVE

OAK TREE

TO REMAIN
21'
1-STORY
2-STORY
1-STORY

EXTENT OF

SECOND FLOOR

EXTENT OF

SECOND FLOOR

EXTENT OF

SECOND FLOOR

CODED GATE
ACCESS
Ø29'-0"

LABYRINTH
BLDG. 'D'
1-STORY
25,082 S.F.
90'
4 10'

60.81' 70.79' N 89° 43' 33" E 385.5'
N 0° 00' 16" E 457.57'
N 0° 38' 46" E 498.72'
N 89° 59' 44" W 509.96'

EXISTING

VACANT LAND

ADJACENT

RESIDENTIAL

NUTWOOD CIRCLE

RETENTION AREA
±17,698 S.F.
5'-0"

SETBACK
20'-0"

SETBACK
5'-0"

SETBACK
15'-0"

SETBACK

OAK TREE TO REMAIN (TRUNK
DIAMETER 52")
6 31
37'
30'
5'±170'
32'-6"
DRIVE
±108'
±261'
±421'
±341'
139'
141'
38'
279'
145'
BLDG. 'A'
36,755 S.F.

BLDG. 'B'
2-STORY
80,855 S.F.

OFFICE
1,365 S.F.
30'-0"
DRIVE

REMOVE EXISTING

OAK TREE (TRUNK
DIAMETER 46")

MOVEABLEPARTITION
43'-0"
DRIVE
43'-0"
DRIVE
±30'-6"DRIVE
30'-0"
DRIVE
TRASH
F.R.

F.R.

OAK TREE TO REMAIN (TRUNK
DIAMETER 52")

OAK TREE TO REMAIN (TRUNK
DIAMETER 66")
125'
BLDG. 'C'
1-STORY 18,319 S.F.
125'
145'
RAMP RETAINING WALL.

SEE CIVIL

ACCESSIBLE

PATH OF
TRAVEL
F.R.

EASEMENT
20'-0"

EASEMENT
NORTH

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

SERVICE AND ARE THE COPYRIGHTED PROPERTY OF JORDAN
ARCHITECTS, INC. THE USE IS EXPRESSLY INTENDED FOR THE
PROJECT NOTED ABOVE AND MAY NOT BE REUSED ORREPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTENPERMISSION OF JORDAN ARCHITECTS, INC. "COPYRIGHT" YEAR OF FIRST PUBLICATION 2020 JORDAN ARCHITECTS, INC. 05/25/2022 JOB NUMBER:DATE:

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY SITE PLAN
1"=30'-0"

STORAGE BUILDING AREA TABULATIONS (SQUARE FEET)

BUILDING A SELF STORAGE OFFICE TOTAL
BLDG. A - 2 STORY 36,755 1,365 38,120BLDG. B - 2 STORY 80,855 0 80,855BLDG. C - 1 STORY 18,319 0 18,319 BLDG. D - 1 STORY 25,082 0 25,082
TOTAL BUILDING AREA 161,011 1,365 162,376
ESTIMATED NET RENTABLE ±117,568

SITE DATA
LOT AREA ± 232,876 SQ. FT.
± 5.35 ACRES
ZONING C2-PD
TOTAL GROSS BLDG. AREA 155,231 SQ. FT.

FLOOR AREA RATIO N/A N/A
LOT COVERAGE ± 108,035 SQ. FT.

LOT COVERAGE % ± 46.39 %
MAX HEIGHT 50'-0"
TOTAL STORAGE PARKING 6 SPACES
A.2
Exhibit A Attachment
2

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Mitigation Monitoring Program – Page 1 of 15
Mitigation Monitoring and Reporting Plan
Project File No./Name: Nutwood Self Storage
Approving Resolution No.: by: Planning Commission City Council Date: April 18, 2023 The following environmental mitigation measures were either incorporated into the approved plans or will be incorporated into the conditions of approval. Each and every mitigation measure listed below has been found by the approving body indicated above to lessen the level of environmental impact of the project to a level of non-significance. A completed and signed checklist for each mitigation measure indicates that it has been completed.

Explanation of Headings:

Type: ............................................................ Project, ongoing, cumulative Monitoring Department or Agency: ........ Department or Agency responsible for monitoring a particular mitigation measure Shown on Plans: .........................................When a mitigation measure is shown on the plans, this column will be initialed and dated.

Verified Implementation: ..........................When a mitigation measure has been implemented, this column will be initialed and dated.

Remarks: ...................................................... Area for describing status of ongoing mitigation measure, or for other information.

Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
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
Project CDD X Notes shown on
construction
documents.

Prior to issuance of
grading permit
Attachment 2
Exhibit B
MMRP

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Mitigation Monitoring Program – Page 2 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
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.

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Mitigation Monitoring Program – Page 3 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
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.

Attachment 2
Exhibit B
MMRP

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Mitigation Monitoring Program – Page 4 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
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.

Project CDD X Notes shown on
construction
documents.

Prior to issuance of
grading permit
Attachment 2
Exhibit B
MMRP

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Mitigation Monitoring Program – Page 5 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
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.

Attachment 2
Exhibit B
MMRP

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Mitigation Monitoring Program – Page 6 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
d. Use on-road heavy-duty trucks that meet the ARB’s
2007 or cleaner certification standard for on road
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 lowVOC 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
AQ-3: The following mitigation measures shall be
implemented to reduce the operational emissions
generated by the project:
a. The installation of wood burning or natural-gas
fired hearths and appliances shall be prohibited.

Project CDD X Notes shown on
construction
documents. Site
inspection of signs.

Prior to issuance of
grading permit
Prior to issuance of
grading permit
Attachment 2
Exhibit B
MMRP

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Mitigation Monitoring Program – Page 7 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
b. 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 areas to advise drivers of this
requirement.
c. Reduce fugitive dust from roads and parking
areas with the use of paving or other materials.
d. Implement driveway design standards (e.g.,
speed bumps, curved driveway) for selfenforcement of reduced speed limits on unpaved driveways.
e. Meet or exceed Cal Green standards by 25
percent for providing on-site bicycle parking:
both short-term racks and long-term lockers, or
a locked room with standard racks and access
limited to bicyclists only.
f. Meet or exceed applicable building standards at
the time of development for building energy
efficiency with a goal of achieving zero net
energy (ZNE) buildings.
g. Meet or exceed Cal Green Tier 2 standards for
utilizing recycled content materials.
h. Meet or exceed Cal Green Tier 2 standards for
the use of greywater, rainwater, or recycled
water where applicable/available.

Attachment 2
Exhibit B
MMRP

Page 930 of 979 ends

Mitigation Monitoring Program – Page 8 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
i. Meet or exceed Cal Green Tier 2 standards for
using shading, trees, plants, cool roofs, etc. to
reduce "heat island" effect.
j. Meet or 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.)
k. All built-in appliances shall be Energy Star
certified or equivalent.
l. To the extent available, use paints and cleaning
products that are low-VOC content (e.g., 50
grams/liter VOC content, or less).

BIO-1. All construction work activities shall be
completed during daylight hours (between sunrise and
sunset) and outside of rain events.

Project CDD X Notes shown on
construction
documents.

Prior to issuance of
grading permit
BIO-2. The Project impact area shall be clearly marked
or delineated with stakes, flagging, tape, or signage
prior to work. Areas outside of work limits shall be
considered environmentally sensitive and shall not be
disturbed.

Project CDD X Notes shown on
construction
documents. Site
inspection.

Prior to issuance of
grading permit.

BIO-3. All equipment and vehicles shall be checked and
maintained daily to prevent spills of fuel, oil, and other hazardous materials. A designated staging area shall be Project CDD x Notes shown on
construction
documents.

Prior to issuance of
grading permit
Attachment 2
Exhibit B
MMRP

Page 931 of 979 ends

Mitigation Monitoring Program – Page 9 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
established for vehicle/equipment parking and storage
of fuel, lubricants, and solvents. All fueling and
maintenance activities shall take place in the staging
area.

Site Inspection.

BIO-4. If vegetation removal (i.e., tree
trimming/removal activities) is scheduled between
February 1 and August 31 (general nesting bird season), nesting bird surveys shall be completed by a qualified
biologist within 48 hours prior to start of work. If any active nests are discovered within or adjacent to work
limits, an appropriate buffer (i.e., 500 feet for raptors and 250 feet for other birds, or at the discretion of a qualified biologist based on biological or ecological
reasons) shall be established to protect the nest until a qualified biologist has determined that the nest is no
longer active and/or the young have fledged.

Project CDD X Notes shown on
construction
documents. Site
inspection
Prior to issuance of
grading permit
BIO-5. Pre-Activity Special-Status Species Survey.

Within 30 days of the start of construction,
a qualified biologist shall conduct a pre-activity survey of the Project Site for signs of San Joaquin kit fox and
American badger, including tracks, scat, or suitable
burrows (burrows four inches or greater in diameter).

Prior to issuance of
grading permit
Attachment 2
Exhibit B
MMRP

Page 932 of 979 ends

Mitigation Monitoring Program – Page 10 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
minimum of 50 feet until they have been determined to
be inactive. In the event San Joaquin kit fox is identified within the Project Site, the USFWS, CDFW, and all
other appropriate agencies/government entities shall be contacted for further consultation.

In conjunction with the badger and kit fox survey, the
qualified biologist will conduct a survey for Northern
legless lizard. Hand search methods, including raking,
will be used during the survey in areas where legless
lizards are expected to be found (e.g.,sandy/loose soils, under shrubs/leaf litter, other vegetation, or debris). If observed, the qualified biologist will relocate the lizard to nearby suitable habitat. The qualified biologist will prepare a completion letter-report to document the preactivity survey results.

BIO-6. Follow-Up Special-Status Spring Botanical
Survey. Although the survey results indicated that
special-status plant species are not likely to occur within the Project Site, the survey was conducted in October
outside of the typical blooming period for potentially
occurring special-status plant species. As such, the City of Paso Robles may require a follow-up survey be
conducted in the spring months and if so, a followup
spring botanical survey will be scheduled between
March and May before Project ground disturbance. The
results will be submitted in a letter-report for the Client to be submitted to the City. If special-status plants are observed during the spring botanical survey,
plants/populations shall be mapped and incorporated
into Project plans.

Project CDD X Notes shown on
construction
documents. Site
inspection.

Prior to issuance of
grading permit and
building permit
and ongoing
during the
duration of
construction.

Attachment 2
Exhibit B
MMRP

Page 933 of 979 ends

Mitigation Monitoring Program – Page 11 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
Special-status plants shall be avoided, if feasible. If impacts are unavoidable, the plants may be salvaged,
transplanted, or seed collected for planting and/or
seeding elsewhere within the Project Site. The spring
survey may be completed in conjunction with the preactivity special-status wildlife survey if feasible.

GHG-1: A GHG-Reduction Plan shall be prepared for the
proposed project. The GHG-Reduction Plan shall include
all possible on-site GHG reduction measures sufficient
to reduce operational emissions to below the applicable annual operational GHG significance threshold of 1.9
MTCO2e/service population or the GHG significance
threshold adopted by either the San Luis Obispo Air
Pollution Control District (SLOAPCD) or the City of Paso Robles at the time the GHG-Reduction Plan is
prepared. The GHG-reduction plan shall be approved
by the City prior to issuance of building construction
permits. GHG-reduction measures shall include, but are
not limited to, those identified in Mitigation Measure
AQ-3, as well as the following:
a. Proposed land uses shall receive electricity from
onsite solar, shall elect to receive electricity
from Central Coast Community Energy (3CE), or
a combination thereof.
b. Building mechanical equipment and appliances
shall be electrically powered. The installation of
natural-gas service/infrastructure shall be
prohibited.

Project CDD X Notes shown on
construction
documents. Site
inspection of signs.

Submit verification
from ARB
approved registry.

Prior to issuance of
building permit
Attachment 2
Exhibit B
MMRP

Page 934 of 979 ends

Mitigation Monitoring Program – Page 12 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
c. Meet current CALGreen Tier 2 standards for
electric vehicle (EV) parking spaces, to the
extent applicable to the project, except that all
EV parking spaces required by the code shall be
“EV-capable” instead of “EV-ready”.

Under CEQA Guidelines Section 15126.4, subdivisions
(c)(3) and (c)(4), respectively, a project’s GHG emissions can be reduced by off-site measures, including offsets
that are not otherwise required and measures that
sequester GHGs. In the event that feasible on-site GHGreduction measures are insufficient to reduce operational GHG emissions to below the GHG threshold
of significance, off-site mitigation measures may be
included. Off-site mitigation measures may include
“Direct Reduction Activities” or the purchase of
“Carbon Offset Credits” and discussed further, 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-andAttachment 2 Exhibit B
MMRP

Page 935 of 979 ends

Mitigation Monitoring Program – Page 13 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
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.

Page 936 of 979 ends

Mitigation Monitoring Program – Page 14 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
that offset credits accurately and reliably represent
actual emissions reductions. If the purchase of carbon
offsets are selected, offsets should be purchased in the following order of 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.

Attachment 2
Exhibit B
MMRP

Page 937 of 979 ends

Mitigation Monitoring Program – Page 15 of 15
Mitigation Measure
PD22-13 / CUP22-13 / OTR23-01 / P22-0065
(Nutwood Self Storage)
Type
Monitoring
Department or
Agency
Shown on
Plans
Verified
Implementation Timing/Remarks
(add additional measures as necessary)
Explanation of Headings:

Verified Implementation: ..........................When a mitigation measure has been implemented, this column will be initialed and dated.

Remarks: ...................................................... Area for describing status of ongoing mitigation measure, or for other information.

Attachment 2
Exhibit B
MMRP

Page 938 of 979 ends

Attachment 3
RESOLUTION 23-XXX (B)

RESOLUTION OF THE CITY COUNCIL OF THE CITY OF EL PASO DE ROBLES APPROVING NUTWOOD RV AND SELF STORAGE PLANNED DEVELOPMENT 22-13, CONDITIONAL USE PERMIT 22-13 AND OAK TREE REMOVAL PERMIT 23-01
(NUTWOOD RV AND SELF STORAGE DEVELOPMENT PLAN)
WHEREAS, the City of Paso Robles has received an application from DRA Commercial, LLC to construct an RV and self-storage facility of approximately 155, 231 square feet located withing four (4) buildings; and WHEREAS, the project site is approximately 5.53-acres and is located at 65 Nutwood Circle, east of Theatre Drive; and
WHEREAS, the General Plan designation is Regional Commercial (RC), and the zoning designation is Highway Commercial with a Planned Development Overlay (C2-PD). In addition to the PD requirement, Table 21.16.200 of the Zoning Code requires the approval of a Conditional Use Permit (CUP) for commercial storage/mini storage buildings;
WHEREAS, the Project will require the following entitlements: Planned Development PD 22-13, CUP22-13, and Oak Tree Removal Permit 23-01; and
WHEREAS, Oak Tree Removal Permit 23-01 would remove one of the five native oak trees located on the parcel, totaling 46-inches of diameter removed; and
WHEREAS, as allowed by Paso Robles Municipal Code (PRMC) Table 21.22.01, CUP22-13 allows for a reduction of parking since it has been demonstrated that the parking demand is less than the required standard. Parking is reduced from the required 52 spaces to 6 parking spaces with CUP22-13; and WHEREAS, the Development Review Committee (DRC) reviewed the design of the project at their meeting on October 10, 2022, where they were in favor of the project and recommended that the project be scheduled before the Planning Commission for review; and
WHEREAS, the Planning Commission met on March 28, 2023 and recommended on a vote of 7-0 the City Council adopt the MND and approve the proposed Project; and
WHEREAS, in compliance with the California Environmental Quality Act (CEQA), an initial study and mitigated negative declaration (MND) were prepared for the project and are being circulated between March 24, 2023 and April 12, 2023; and

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:

Page 939 of 979 ends

Attachment 3
Development Plan Findings

1. The project is consistent with the goals and policies established by the General Plan and Zoning Ordinance, since the project would provide for areas for commercial service and light-industrial uses; and

2. The project is consistent with the zoning code, and the purpose and intent of the Regional Commercial zoning district, since the project is a commercial use; and

3. The proposed development plan will not be detrimental to the health, safety, morals, comfort, convenience and general welfare of the residents 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 landscaping and decorative quality building materials; and overall design and conditions of approval of the project; and

4. 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 right-of-way; because it uses a mixture of quality building materials and landscaping; and

5. The proposed development plan is compatible with, and is not detrimental to, surrounding land uses and improvements, provides an appropriate visual appearance, and contributes to the mitigation of any environmental and social impacts, as it is a compatible use for a reginal commercial site and provides an aesthetic appearance with quality building materials and prominent landscaping; and

6. The proposed development plan is compatible with existing scenic and environmental resources such as hillsides, oak trees, and vistas, as it proposes to mitigate impacts to the oak tree if the tree removal request is approved; and

7. The proposed development plan contributes to the orderly development of the city as a whole by providing a project that is suitable for the location where it is proposed and surrounding land uses including commercial/light industrial, and the existing rural residential in the vicinity; and Conditional Use Permit Findings

1. The establishment, maintenance, and operation of the proposed land use will not, under the circumstances of the particular case, be detrimental to the health, safety, morals, comfort, convenience, and general welfare of the persons residing or working in the neighborhood setting. The use is consistent with the other light industrial and commercial uses in the area. A traffic study prepared on November 10, 2022, concluded that traffic generated from the proposed use would be less than significant. In addition, studies on air quality and noise were also conducted and concluded less than significant impacts.

2. The establishment, maintenance, and operation of the proposed land use will not be injurious or detrimental to property and improvements in the neighborhood or to the general welfare of the City. The project is conditioned to maintain the property and landscape in accordance with applicable zoning and General Plan standards, and to minimize impacts to neighboring uses.

Page 940 of 979 ends

Attachment 3

3. The establishment, maintenance, and operation of the proposed land use will not be detrimental to the city’s efforts to revitalize the downtown since the use is being proposed on the South side of town in a commercial/industrial zone and this use is not permitted in the downtown zone.

4. The establishment, maintenance, and operation of the proposed land use, under the circumstances of the particular case, would be compatible with the goals, policies, and intent of the Zoning Ordinance, would be essential or desirable to the public convenience or welfare, and would not impair the integrity and character of the Zoning District in which it is located because it is a commercial/industrial zone where similar uses are permitted.

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: One oak tree is proposed for removal due to its proximity to proposed structures. Design of the proposed buildings will place buildings/pavement within the critical root zone, mitigated construction measures are not guaranteed to save the tree from effects of construction due to stress, grading and compaction.

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 site plan shows reasonable effort was made to avoid impacting the majority of oak trees on the site with four of the five oak trees being preserved. An alternative design that protects all five trees has been provided however the arborist cannot guarantee that the site plan would not add additional stressors causing a decline in the tree’s health.

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 removal 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 12-inches in diameter) will be provided on-site, at the recommendation of the arborist, for the project to mitigate for the loss of the tree proposed for removal.

5. Good forestry practices such as, but not limited to, the number of healthy trees the subject parcel of land will support: Five 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

Page 941 of 979 ends

Attachment 3
Declaration (SCH #2022120593) (“MND”) that analyzed the proposed Project’s environmental impacts. The MND was made available to the public for review from March 24, 2023 through April 12, 2023. On March 28, 2023, the Planning Commission recommended to City Council approval of the Project and adoption of the MND. On April 18, 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 22-13, Conditional Use Permit 22- 13, and Oak Tree Removal Permit 23-01, subject to the following:

EXHIBIT DESCRIPTION
A Site-Specific Conditions of Approval
B Standard Conditions of Approval
C Project Plans
D Landscape Plans
APPROVED this 18th day of April 2023, by the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

Steven W. Martin, Mayor
ATTEST:

Melissa Boyer, City Clerk
Exhibit A - Nutwood Storage Site Specific Conditions
Exhibit B - Nutwood Storage Standard Conditions
Exhibit C - Nutwood Storage Project Plans
Exhibit D - Nutwood Storage Landscape Plan.

Page 942 of 979 ends

Exhibit A
Site Specific Conditions of Approval – PD22-13, CUP22-13, OTR23- 01 (65 Nutwood Circle / 009-851-023)
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 sitespecific 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:

EXHIBIT DESCRIPTION
A Site-Specific Conditions of Approval
B Standard Conditions of Approval
C Project Plans
D Landscape Plans

3. 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 22-13 and Conditional Use Permit 22-13 shall expire on April 18, 2025 (as measured from the City Council’s final decision). 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.

4. Prior to issuance of building and grading permits, the following items need to be reviewed by Planning staff:
a. Exterior light fixtures plan for building mounted and parking lot lights; b. Location of roof equipment and screening.
c. Location of backflow preventer device and screening. d. Location of trash enclosures.
e. Location and design of 9 parking spaces.

5. Prior to issuance of building permits, the following items need to be reviewed by the Development Review Committee (DRC):
a. Building and/or Monument Signs

6. Prior to issuance of building permits, a landscape and irrigation plan prepared by a landscape architect that conforms to the water efficiency requirements of the City Landscape and Irrigation Ordinance (Zoning Ordinance Chapter 21.22B or successor) shall be submitted to the Planning Department. As part of this submittal, the applicant shall include a Landscape Documentation Package including a Water Efficient Landscape Worksheet.

Page 943 of 979 ends

7. Prior to issuance of grading permits, an oak tree mitigation plan prepared by the arborist shall be submitted for staff approval.

8. Prior to final inspection, the application shall submit a Certificate of Completion for the landscaping and irrigation installed.

9. All oak tree protection measures as outlined in the Arborist Report (Attachment 3 )shall be incorporated into the grading and building plans. Prior to the issuance of a Certificate of Occupancy, the project Arborist shall provide a letter to the City indicating that all oak protection measures have been complied with

10. In the event that buried or otherwise unknown cultural resources are discovered during construction, work shall be suspended in the area of the find and a no-work radius established. The City of Paso Robles should be contacted immediately, and appropriate mitigations measures shall be developed by qualified archeologist or historian if necessary, at the developer’s expense. If the coroner determines the remains are Native American, the Native American Heritage Commission (NAHC) will be contacted and the remains will be left in situ and protected until a decision is made on their final disposition.

11. Prior to issuance of certificates of use and occupancy, the property owner or authorized agent is required to pay the City’s Development Impact Fees.

Engineering Division Conditions:

12. The applicant shall install sidewalk and private landscaping street trees along Nutwood Circle in conformance with City Standard Details and Specification and subject to final acceptance by the City Engineer.

Timing: Prior to building occupancy.

13. The applicant shall install an eight-inch water line, in conformance with City Standards, in Nutwood Circle to serve the project domestic and fire water service needs. The applicant shall also install fire hydrants as required by Emergency Services. The applicant may request a reimbursement agreement with the City Council to recoup a fair share portion of the cost of the water installation from neighboring landowners who connect along the water line. If the water line is installed by a third party, the applicant shall pay their fair share of the installation cost as required by a reimbursement agreement approved by Council.

Timing: Water Line Installation: Prior to building occupancy.

Reimbursement Agreement filed with City Council: Within one year of water line final Fair Share Payment – Prior to building occupancy.

14. Applicant shall sign a Septic System Application and Agreement if use of a temporary septic system, in lieu of connecting to the City sewer system, is authorized by the City Council. Applicant shall design and operate the onsite wastewater treatment system in compliance with the State of California’s Onsite Wastewater Treatment System Policy for siting, design, and operation of the septic systems. A dual leachfield system will be required.

Timing: Prior to Grading Permit Issuance.

15. Applicant shall sign an agreement, acceptable to the City Engineer, agreeing to connect to the City’s sanitary sewer system no more than 30 days after sewer service is available to the property. Availability

Page 944 of 979 ends

will be determined by the City Engineer. Applicant shall pay the connection fee at the time of connection.

Timing: Ongoing

16. Applicant shall develop or sign a road maintenance agreement with the property owners of Assessor Parcel Numbers: 009-851-022 and 009-851-016 (properties on Nutwood Circle within the City limits).

The City will not be part of the agreement process. A copy of the executed road maintenance agreement shall be provided to the City.

Timing: Prior to Grading Permit Issuance.

17. Applicant shall photo document the condition of the Nutwood Circle paving prior to the start of construction to help verify if any repairs will need to be made as a result of damage during construction.

A copy of the photo documentation shall be provided to the City Engineer for acceptance.

Timing: Prior to Grading Permit Issuance.

18. Applicant shall continue to accept historical stormwater runoff from Nutwood Circle and other areas that drain to the site.

Timing: Prior to Grading Permit Issuance and Ongoing.

19. The applicant must install a water meter vault for the meter that is compatible with Automatic Meter Infrastructure (AMI) meter reading that meets City Water Department requirements and pay the fees associated with installation of AMI compatible metering.

Timing: Prior to Building Occupancy.

Emergency Services Conditions:

20. Red fire lanes and hydrant location to be added to site plan as shown in below diagram:

Page 945 of 979 ends

Mitigation Measures
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. 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.

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AQ-2: The following measures shall be implemented to reduce construction emissions from on and off-road 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 on road heavyduty 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
AQ-3: The following mitigation measures shall be implemented to reduce the operational emissions generated by the project:
a. The installation of wood burning or natural-gas fired hearths and appliances shall be prohibited. b. 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 areas to advise drivers of this requirement. c. Reduce fugitive dust from roads and parking areas with the use of paving or other materials. d. Implement driveway design standards (e.g., speed bumps, curved driveway) for self enforcement of reduced speed limits on unpaved driveways.
e. Exceed Cal Green standards by 25 percent for providing on-site bicycle parking: both short-term racks and long-term lockers, or a locked room with standard racks and access limited to bicyclists only. f. Exceed applicable building standards at the time of development for building energy efficiency with a goal of achieving zero net energy (ZNE) buildings.
g. Exceed Cal Green Tier 2 standards for utilizing recycled content materials. h. Exceed Cal Green Tier 2 standards for the use of greywater, rainwater, or recycled water where applicable/available.
i. Exceed Cal Green Tier 2 standards for using shading, trees, plants, cool roofs, etc. to reduce "heat island" effect.
j. 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.) k. All built-in appliances shall be Energy Star certified or equivalent.

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l. To the extent available, use paints and cleaning products that are low-VOC content (e.g., 50 grams/liter VOC content, or less).
m. Utilize on-site renewable energy system (e.g. solar, wind, geothermal, biomass and/or bio-gas) to offset the entire electricity use of the project.

BIO-1. All construction work activities shall be completed during daylight hours (between sunrise and sunset) and outside of rain events.

BIO-2. The Project impact area shall be clearly marked or delineated with stakes, flagging, tape, or signage prior to work. Areas outside of work limits shall be considered environmentally sensitive and shall not be disturbed.

BIO-3. All equipment and vehicles shall be checked and maintained daily to prevent spills of fuel, oil, and other hazardous materials. A designated staging area shall be established for vehicle/equipment parking and storage of fuel, lubricants, and solvents. All fueling and maintenance activities shall take place in the staging area.

BIO-4. If vegetation removal (i.e., tree trimming/removal activities) is scheduled between February 1 and August 31 (general nesting bird season), nesting bird surveys shall be completed by a qualified biologist within 48 hours prior to start of work. If any active nests are discovered within or adjacent to work limits, an appropriate buffer (i.e., 500 feet for raptors and 250 feet for other birds, or at the discretion of a qualified biologist based on biological or ecological reasons) shall be established to protect the nest until a qualified biologist has determined that the nest is no longer active and/or the young have fledged.

BIO-5. Pre-Activity Special-Status Species Survey. Within 30 days of the start of construction, a qualified biologist shall conduct a pre-activity survey of the Project Site for signs of San Joaquin kit fox and American badger, including tracks, scat, or suitable burrows (burrows four inches or greater in diameter).

Potential dens shall be tracked for a minimum of four nights with motion-activated cameras to determine if the burrow is actively being used by San Joaquin kit fox or badger. All potential dens shall be avoided by a minimum of 50 feet until they have been determined to be inactive. In the event San Joaquin kit fox is identified within the Project Site, the USFWS, CDFW, and all other appropriate agencies/government entities shall be contacted for further consultation.

In conjunction with the badger and kit fox survey, the qualified biologist will conduct a survey for Northern legless lizard. Hand search methods, including raking, will be used during the survey in areas where legless lizards are expected to be found (e.g.,sandy/loose soils, under shrubs/leaf litter, other vegetation, or debris). If observed, the qualified biologist will relocate the lizard to nearby suitable habitat. The qualified biologist will prepare a completion letter-report to document the pre-activity survey results.

BIO-6. Follow-Up Special-Status Spring Botanical Survey. Although the survey results indicated that specialstatus plant species are not likely to occur within the Project Site, the survey was conducted in October outside of the typical blooming period for potentially occurring special-status plant species. As such, the City of Paso Robles may require a follow-up survey be conducted in the spring months and if so, a follow up spring botanical survey will be scheduled between March and May before Project ground disturbance. The results will be submitted in a letter-report for the Client to be submitted to the City. If special-status plants are observed during the spring botanical survey, plants/populations shall be mapped and incorporated into Project plans.

Special-status plants shall be avoided, if feasible. If impacts are unavoidable, the plants may be salvaged, transplanted, or seed collected for planting and/or seeding elsewhere within the Project Site. The spring survey may be completed in conjunction with the pre-activity special-status wildlife survey if feasible.

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

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b. Building mechanical equipment and appliances shall be electrically powered. The installation of natural-gas service/infrastructure shall be prohibited.
c. Meet current CALGreen Tier 2 standards for electric vehicle (EV) parking spaces, to the extent applicable to the project, except that all EV parking spaces required by the code shall be “EVcapable” instead of “EV-ready”.

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 project shall provide offsets in the total amount of 5,181 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.

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

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Exhibit B

CITY OF EL PASO DE ROBLES

STANDARD DEVELOPMENT CONDITIONS
Planned Development 22-13 Conditional Use Permit 22-13
Tentative Parcel Map ____________________________
Approval Body: City Council Date of Approval: April 18, 2023 Applicant: DRA Commercial, LLC Location: 65 Nutwood Circle APN: 009-851-023
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 April 18, 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, the approval 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, the Owner agrees to hold the City harmless from costs and expenses, including attorney’s fees, incurred by the City or held to be the liability of the City in connection with the 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. The Owner understands and acknowledges that the 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 City Council in approving this project (Planned Development 22-13/Conditional Use Permit 22-13/Oak Tree Removal Permit 23-01) may be modified or eliminated, or new conditions may be added, provided that the City Council shall first conduct a public hearing in the same manner as required for the approval of this
Exhibit B

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project. No such modification shall be made unless the Council 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. 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.

8. 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 shall 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.

9. 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 issuance of building permits. Said easement and agreement shall apply to all properties, and be referenced in any site Covenants, Conditions and Restrictions (CC&Rs).

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

11. 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. Confirm with Paso Robles Waste Disposal, the adequate size of enclosure based on the number and size of containers to be stored in the enclosure.

12. 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.

Exhibit B

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13. 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.

14. 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.

15. 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.

16. 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.

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

18. 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.

19. 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.

20. 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: See Site Specific Conditions for additional DRC requirements.

Exhibit B

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****************************************************************************** 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.

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.

4. A Preliminary 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.

5. A Storm Water LID Plan per the City Engineering Standards shall be submitted.

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 placed to the Public Works Department Exhibit B

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Standards 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 and the Community Development Department.

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 City Council 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.

3. The owner shall offer to dedicate and improve the following street(s) to the standard indicated:

Street Name City Standard Standard Drawing No.

4. If, at the time of approval of the final 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 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 existing pavement and structural section of the City street adjacent to the Exhibit B

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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. Due to 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.

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. *See Site Specific Conditions for undergrounding requirements.

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. Public Utilities Easement on Creston Road, 4 feet wide; b. Water Line Easement;
c. Sewer Facilities Easement;
d. Landscape Easement;
e. Storm Drain Easement.

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.

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 / Exhibit B

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1 REV #1 3-13-2023

CITY OF EL PASO DE ROBLES

STANDARD DEVELOPMENT CONDITIONS
Project:

Planning Number: Date:

The following 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. The Project Conditions of Approval do not include all mandatory code requirements. Code compliance will be verified throughout the project which may include additional requirements applicable to your project. Referenced standards include the adopted current code cycle for the California Building Code (CBC), California Fire Code (CFC), Paso Robles Municipal Code (PRMC), and the Paso Robles Standard Details and Specifications.

PASO ROBLES FIRE AND EMERGENCY SERVICES (PRFES)
Applicant shall contact PRFES, (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 permit issued by PRFES for Underground Fire Line (underground fire line shown on any civil set is for reference only and shall indicate so on each civil page).

Applicant shall provide documentation to PRFES that required fire flows can be provided to meet project demands. Refer to CFC Appendix B.

2. Prior to delivery of combustible materials:

Fire hydrants shall be installed and operative to current, adopted edition of the CFC. Refer to CFC Appendix C & CC.

Fire Department Connections (FDC) shall be located on the addressed side of the building and within 150 feet of a fire hydrant, and must not block collector or arterial roadways. Refer to PRMC.

Exhibit B
Nutwood Mini Storage P22-0065 3/20/2023 ✔
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2 REV #1 3-13-2023
An all-weather access road sufficient to support fire apparatus weighing up to 75,000 lbs. shall be constructed and maintained for the duration of the construction phase of the project. Refer to CFC Appendix D.

Access roads shall be at least 20’ in width with at least 13’ 6” of vertical clearance. All driveway and access roads shall be 10% or less in slope unless approved by PRFES. Refer to CFC Appendix D.

Truck access road shall be minimum 26’ in width with at least 13’ 6” of vertical clearance. Minimum set-back 15’, maximum 30’. Refer to CFC Appendix D.

Provide temporary turn-around for phased construction streets that exceed 150’ in length. Refer to Paso Robles Standard Details and Specifications.

Project shall provide a secondary access fire road approved by PRFES. Refer to CFC Appendix D.

3. Provide on address side of building if applicable:

Fire alarm annunciator panel location to be approved by PRFES.

Knox Box key entry box or system.

FDC location and access path must be approved by PRFES.

Minimum 6” high, contrasting background address numbers with location, size, and contrast to be approved by PRFES.

For buildings or group of buildings (five units or more) served by an alley or interior driveway, the numbers or alphabetical designation shall be displayed on a directory or annunciator board, approved by the Fire Marshal, at each driveway or alley entrance. Senior housing, retirement villas, hotel and motel annunciator boards shall be of a Graphic type. The property owner, Homeowner's Association or individual in charge of the property shall be responsible for maintaining the directory.

Exhibit B
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3 REV #1 3-13-2023

4. Provide a central station monitored fire sprinkler system for all residential, commercial and industrial buildings that require fire sprinklers in the current, adopted edition of the CBC, CFC, and PRMC. Plans shall be reviewed, approved, and permits issued by PRFES for the installation of fire sprinkler and alarm systems.

5. 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’. Location shall be at the entrance/exit way of the stairway system. Travel distance greater than 200’ will compel additional standpipe system(s) in each stairwell.

6. Motorized Gates blocking fire access require a separate PRFES permit, must include PRFES Knox Key Switch access (not CALFIRE), and meet CFC requirements. Refer to CFC Appendix D.

7. Provide permanent turn-around for driveway/access roads that exceed 150’ in length. See Paso Robles Standard Details and Specification Standard.

8. Fire extinguisher placement shall be approved by PRFES.

9. Landscape plant selections shall be fire resistive within 30’ of structures.

10. Landscape trees (including potential crown at maturity) must not project into required vertical clearance of the fire access lanes.

11. Project shall comply with all requirements in current, adopted edition of CFC and PRMC.

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 the exact requirements.

A Final Fire Walk-through inspection shall be completed on all buildings.

Exhibit B
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4 REV #1 3-13-2023
Additional Notes:

Exhibit B
*** See document for Fire Lanes and Hydrant location (included in site specific conditions)

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THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
65 NUTWOOD CIRCLE

OWNERDRA COMMERCIAL, LLC
355 BRISTOL STREET
COSTA MESA, CA 92626CONTACT: DOUG AYRES
TELEPHONE: (714) 231-4230
EMAIL: [email protected]

ARCHITECT

BRUCE JORDAN ARCHITECT
131 CALLE IGLESIA, SUITE 100,
SAN CLEMENTE, CA 92673
TELEPHONE: (949) 388-8090
FACSIMILE: (949) 388-8290
CONTACT: MARCELO QUIROGA
E-MAIL: [email protected]

CIVIL ENGINEERNCE NORTH COAST ENGINEERING
725 CRESTON ROAD, SUITE C

PSAO ROBLES, CA
TELEPHONE: (805) 239-3127
CONTACT: ZECHARIAH SZWABOWSKI
E-MAIL: [email protected]

LANDSCAPE

JBLA LANDSCAPE ARCHITECTURE
979 OSOS ST., SUITE B6SAN LUIS OBISPO, CA 93401
TELEPHONE: (805) 235-2231
CONTACT: JIM BURROWS
E-MAIL: [email protected]

NUTWOOD SELF-STORAGE

DIRECTORY SHEET INDEX

VICINITY MAP
NORTH

PASO ROBLES, CA
ARCHITECTURALA.1 COVER SHEETA.2 PRELIMINARY SITE PLANA.3a PRELIMINARY FIRST LEVEL FLOOR PLANA.4 ROOF PLANA.6 PRELIMINARY ELEVATIONSA.7 PRELIMINARY ELEVATIONSA.8 PRELIMINARY ELEVATIONSA.9 PRELIMINARY ELEVATIONSA.13 LIGHTING PLAN

LANDSCAPE
L-1 CONCEPTUAL LANDSCAPE PLAN
SCALE:

COVER SHEET
AS NOTED A.1
CIVIL
1 . PRELIMINARY GRADING AND DRAINAGE PLANLC2 PLANTING CONCEPT AND WELO WORKSHEET2 .4 . SITE CROSS SECTIONS3 . SITE CROSS SECTIONS

PRELIMINARY UNDERGROUND IMPROVEMENT PLAN
A.10 PRELIMINARY ELEVATIONSA.12 DETAILSA.5 PRELIMINARY ELEVATIONSA.11 COLOR MATERIAL BOARD

STORAGE BUILDING AREA TABULATIONS (SQUARE FEET)

BUILDING SELF STORAGE OFFICE TOTAL
BLDG. A - 2 STORY 37,395 1,390 38,785BLDG. B - 2 STORY 97,432 0 97,432BLDG. C - 1 STORY 17,596 0 17,596BLDG. D - 1 STORY 22,396 0 22,396 TOTAL BUILDING AREA 174,819 1,390 176,209
ESTIMATED NET RENTABLE ±145,000

SITE DATA
LOT AREA ± 232,876 SQ. FT.
± 5.35 ACRES
ZONING C2-PD
TOTAL GROSS BLDG. AREA 176,209 SQ. FT.

FLOOR AREA RATIO N/A N/A
LOT COVERAGE ± 108,035 SQ. FT.

LOT COVERAGE % ± 46.39 %
MAX HEIGHT 50'-0"
TOTAL STORAGE PARKING 6 SPACES
A.3b PRELIMINARY SECOND LEVEL FLOOR PLAN
Exhibit
C

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1-STORY
2-STORY
1-STORY
Ø29'-0"

LABYRINTH
BLDG. 'D'
1-STORY
22,396 S.F.
4 10'

60.81'

70.79'
N 89° 43' 33" E 385.5'
N 0° 00' 16" E 457.57'
N 0° 38' 46" E 498.72'
N 89° 59' 44" W 509.96'

NUTWOOD CIRCLE
5'-0"

SETBACK
20'-0"
SETBACK 5'-0" SETBACK
15'-0"

SETBACK
6 3
1 BLDG. 'A'
37,395 S.F.
2-STORY
BLDG. 'B'
2-STORY
97,432 S.F.

OFFICE
1,390 S.F.

BLDG. 'C'
1-STORY
17,596 S.F.
5'-0"

LANDSCAPE

SETBACK
20'-0"

EASEMENT
5'-0"

LANDSCAPE

SETBACK
174'-0" 35'-0" 80'-0" 35'-0"
280'-0"
20'-0" 30'-0"
35'-0"
30'-0"
80'-0" 37'-4" 37'-4"
120'-0"
280'-0"
35'-0"
30'-0" 5'-0"
40'-0" 40'-0" 40'-0"
145'-0" 5'-0"
2 5

VAN ACCESSIBLE

PARKING
CLEAN
AIR/

VANPOOL/
EV
NO

PARKING
35'-0"
30'-0"
180'-0"
140'-0" 20'-0"
5'-0"
40'-0"
1'-1012"

RAMP UP

RAMP UP
1 1
1 1
1 11
1 1
E.R.
16 1
1 1
1 1
10 6
12 3
9 3
8 F.R.

F.R.

F.R.
15 15
1 35'-0"
8'-2"
17 15
45'-0"
NORTH

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY SITE PLAN
1"=30'-0" A.2
1 CODED GATE ACCESS.

PEDESTRIAN ACCESS GATE &
FENCE. SEE DETAILS 1,2,3/A.12 2
3456789
1011

OAK TREE TO REMAIN
(TRUNK DIAMETER 52").EXTENT OF SECOND FLOOR ABOVE.

REMOVE EXISTING OAK TREE (TRUNK DIAMETER 46").ACCESSIBLE PATH OF TRAVEL.

OAK TREE TO REMAIN (TRUNK DIAMETER 66").

RETENTION AREA ±17,698 S.F.EASEMENT.RAMP RETAINING WALL. SEE CIVIL.

ADJACENT RESIDENTIAL.
12 EXISTING VACANT LAND.13 6'-0" HIGH W.I. FENCE. SEE DETAILS 2 & 3/A.1214 TRASH ENCLOSURE.SEE DETAILS 4,5 & 6/A.1215 FIRE RISER ROOM.16 ELECTRICAL ROOM.17 6'-0" HIGH W.I. GATE FOR LANDSCAPE MAINTENANCE ACCESS ONLY. FENCE TO CONTINUE AT RESIDENTIAL AREA FOR SECURITY. 1 CODED GATE ACCESS.

PEDESTRIAN ACCESS GATE &
FENCE. SEE DETAILS 1,2,3/A.12 2
3456789
1011

OAK TREE TO REMAIN
(TRUNK DIAMETER 52").EXTENT OF SECOND FLOOR ABOVE.

REMOVE EXISTING OAK TREE (TRUNK DIAMETER 46").ACCESSIBLE PATH OF TRAVEL.

OAK TREE TO REMAIN (TRUNK DIAMETER 66").

RETENTION AREA ±17,698 S.F.EASEMENT.RAMP RETAINING WALL. SEE CIVIL.

Exhibit
C

Page 961 of 979 ends

OFFICE
1,383 SQ. FT.

F.R.

STAIRS
10X19 10X19 10X19 10X19 10X19 10X19 10X19
5X5 5X10 5X10 5X10 5X10 5X10 5X10 5X10
5X5
5X10
10X10
5X105X105X10
5X5
5X5
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X105X105X10
10X10
5X10
10X1010X10
10X15
5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10
10X1010X10
10X15
10X10
10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 5X10 5X10
5X10 5X10
5X5
F.R.

STAIRSSTAIRS
10X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X25 10X15 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X1010X10 10X15 10X15 10X14
5X10 5X10 5X5 5X10 5X10 5X10 5X5 5X10 5X10 5X10 5X10 5X5 5X9 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10
5X10 5X10 5X5 5X10 5X10 5X10 5X5 5X10 5X10 5X10 5X10 5X5 5X9 5X10 5X10 5X5 5X10 5X10 5X10 5X5 5X10 5X10 5X10 5X10 5X5 5X10 5X10 5X10 5X10
5X9
10X10 10X10 10X10 10X10 10X10 10X10 10X15 10X20 10X15 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X1010X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X14 10X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X14 10X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X14 10X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X14 10X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X10 10X10 10X15 10X20 10X15 10X10 10X10 10X10 10X1410X10 10X15 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 9X10
9X10
14X40 14X4014X40 14X4014X40 14X4014X40 14X4014X40 14X4014X40 14X4014X40 14X4014X40 14X4014X40 14X4014X3514X3514X3514X3514X35 14X4514X4514X4514X4514X45
14X30 14X5014X30 14X5014X30 14X5014X30 14X5014X30 14X5014X30 14X50

FAUX UNITS
F.R.
10X35 10X15 10X15 10X10 10X15 10X10
5X10 5X10
10X35 10X15 10X15 10X10 10X15 10X10 5X1010X35 10X15 10X15 10X10 10X15 10X10 5X1010X35 10X15 10X15 10X10 10X15 10X10 5X1010X35 10X15 10X15 10X10 10X15 10X10 5X1010X35 10X15 10X15 10X10 10X15 10X10 5X1010X35 10X15 10X15 10X10 10X15 10X10 5X1010X35 10X15 10X15 10X10 10X15 10X10 5X1010X35 10X15 10X15 10X10 10X15 10X10 5X1010X35 10X15 10X15 10X10 10X15 10X10 5X1010X35 10X15 10X15 10X10 10X15 10X10 5X1010X35 10X15 10X15 10X10 10X15 10X10 5X10 5X105X10 5X10
5X105X10
5X10 5X10 5X10 5X10 5X10 5X10
5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10
5X5 5X5 5X55X5 5X10
10X10 5X10 5X5 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10

LABYRINTH
4 6
3 1
5'-0"

LANDSCAPE

SETBACK
2 5

VAN ACCESSIBLE

PARKING
CLEAN
AIR/

VANPOOL/
EV
NO

PARKING
E.R.

F.R.

F.R.
3 1,200 SF

OPTIONAL

WINE STORAGE
10X20 10X20 10X20 10X20 10X20 10X20 10X20
5X105X10
5X105X10
5X105X10
5X105X10
5X105X10
5X105X10
5X105X10
5X105X10
5X105X10
5X105X10
5X105X10
5X105X10
5X105X10
5X105X10
5X105X10
5X10 5X10 5X10 5X10 5X10 5X10
5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 5X10
5X55X5 5X5
OFFICE
1,383 SQ. FT.
5X5 5X5 5X5 5X5
5X55X5
5X55X5
5X5 5X5 5X5 5X5 5X5 5X5
5X55X5
5X55X55X55X55X55X5
5X55X55X5
5X55X5
5X10 5X5
5X10
5X10
5X10
5X10
5X10
NORTH

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY FIRST LEVEL FLOOR PLAN
1"=30'-0"
1" = 30'-0" 1 UNIT MIX PLAN - 1ST FLOOR
1" = 30'-0" 2 OPTIONAL WINE STORAGE
A.3a
Exhibit
C

Page 962 of 979 ends

STAIRS

FAUX UNITS
10X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X20 10X15
10X10
10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X1010X10
10X10
10X10
5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X105X10 5X10 5X10
10X15 10X15 10X15 10X15 10X15 10X15 10X15 10X15 10X15 10X15 10X15 10X15 10X15 5X5
5X5
5X5
5X5
5X5
5X5
5X5
5X10
5X10 5X10
5X10 5X5
10X15
10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 5X10 5X10
5X10 5X10
10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10
10X10
5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10
10X1010X1010X10
20X20

STAIRSSTAIRS
10X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X2510X25 10X15 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X15 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X10 10X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X10 5X10 5X10
10X10 10X1010X10 10X1010X10 10X1010X10 10X1010X10 10X1010X10 10X1010X10 10X1010X10 10X1010X10 10X1010X10 10X1010X10 10X10 5X10 5X10
5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10 5X10
10X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X10 10X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X10 10X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X15 10X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X20 10X2010X2010X2010X2010X2010X2010X2010X2010X2010X2010X20 5X5 5X5 5X5
9X109X10
5X10 5X9
5X55X5
5X9
5X9
5X10 5X10 5X10 5X10 5X10 5X10 5X5 5X5 5X10 5X10 5X105X10 5X10 5X10 5X10 5X10 5X10 5X5 5X5 5X10 5X10 10X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X10 10X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X10 10X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X15 10X1410X1410X1410X1410X1410X1410X1410X1410X1410X1410X14 10X10 10X10
10X10 10X1010X10 10X1010X10 10X1010X10 10X10
10X10 10X1010X10 10X1010X10 10X1010X10 10X1010X10 10X1010X10 10X10 10X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X15 10X1010X1010X1010X1010X1010X1010X10
10X1010X1010X10
10X1010X1010X1010X1010X1010X1010X1010X1010X1010X1010X10 10X1510X1510X1510X1510X1510X1510X1510X1510X1510X1510X15 10X1410X1410X1410X1410X1410X1410X1410X1410X1410X14
10X10 10X14
10X15 10X15 10X10 10X10 10X10 10X10 10X14
10X10
F.R.

F.R.

NORTH

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY SECOND LEVEL FLOOR PLAN
1"=30'-0"
1" = 30'-0" 1 UNIT MIX PLAN - 2ND FLOOR
A.3b
Exhibit
C

Page 963 of 979 ends

±16'-8"
T.O.P.
±18'-0"
T.O.P.
±18'-0"
±16'-8" T.O.P.

T.O.P.
±12'-0"
T.O.M.
±16'-8"
T.O.P.
±16'-8"
T.O.P.
±12'-0"
T.O.M.
±16'-8"
T.O.P.
±16'-8"
T.O.P.
±16'-8"
±16'-8" T.O.P.

T.O.P.
±12'-0"
T.O.M.
±30'-0"
T.O.P.
±30'-0"
T.O.P.
±30'-0"
T.O.P. ±30'-0"
T.O.P.
±30'-0"
T.O.P.
±30'-0"
T.O.P.
±22'-8"
T.O.M.
±22'-8"
T.O.M.
±30'-0"
T.O.P.
±30'-0"
T.O.P.
±22'-0"
T.O.C.
±22'-0"
T.O.C.
±22'-0"
T.O.C.
±18'-0"
T.O.P.
±16'-8"
T.O.P.
±18'-0"
T.O.P.
±22'-0"
T.O.C.
±12'-0"
T.O.M.
±20'-8"
T.O.M.
±12'-0"
T.O.M.
±28'-0"
T.O.C.
±28'-0"
T.O.C.
±23'-4"
T.O.P.
±28'-0"
T.O.C.
±28'-0"
T.O.C.
±28'-0"
T.O.C.
±26'-0"
T.O.P.
±26'-0"
T.O.P.
±26'-0"
T.O.P.
±26'-0"
T.O.P.
±26'-0"
T.O.P.
±20'-8"
T.O.P.
±12'-0"
T.O.M.

ROOF
STEP
SLOPE
3/8:12
SLOPE
3/8:12
ROOF
STEP
ROOF
STEP
ROOF
STEP
SLOPE
3/8:12
SLOPE
1/4:12
SLOPE
1/4:12
SLOPE
1/4:12
SLOPE
1/4:12
SLOPE
1/4:12
SLOPE
3/8:12
SLOPE
3/8:12
±16'-8"
T.O.P.
±16'-8"
T.O.P.
±16'-8"
T.O.P.

ROOF
STEP
ROOF
STEP
ROOF
STEP
ROOF
STEP
ROOF
STEP
ROOF
STEP
ROOF
STEP
ROOF

STEP SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
SLOPE
3/8:12
±16'-8"
T.O.P.
±23'-4"
T.O.P.
6 49
9 3
6 11
1 3
9 10
5 10
10 9
3 1
6 11
11 3
11 3
3 3
3 11
1 1
2 6
9 10
5 11
9 9
8 7
7 8
8 7
7 8
2 1
1 4
1 1

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY ROOF PLAN
1"=30'-0" A.4

KEY NOTES
1 STANDING SEAM METAL ROOF.2 T.P.O. ROOFING SYSTEM.3 GUTTER & DOWNSPOUTS. TYP.4 ROOF DRAIN. TYP.5 CORNICE.6 ROOF CRICKET TYP.7 ROOF HATCH TYP.

ROOF MOUNTED MECHANICAL UNITS. SCREENED FROMHORIZONTAL LINE OF SIGHT BY BUILDING PARAPET. 8 9 PARAPET.
10 WALL BELOW.11 ROOF STEP.

NORTH
1" = 30'-0" 1 PRELIMINARY ROOF PLAN
Exhibit
C

Page 964 of 979 ends

NUTWOOD CIRCLE
A
B
D
C

NORTH ARROW
808.2 FF2
796.8 FS
OFFICE
11'-4"
11'-4"
11'-4" 803.9 FS
1 11 3 2 4 5 12 6 7 12 14 8 13
13'-4"
13'-4"
12 2 10 15 11 1
C5 C5 C5 C6 C5 C1
C5 C5 C5
C3
C3
C8 C2
C4
9 C5
+22'-0"T.O.C.
+28'-0"T.O.C.
+10'-8"2ND FLOOR
+16'-8"T.O.P. +18'-0"
T.O.P.
797.5 FF1
0'-0"1ST FLOOR
808.2 FF2
797.5 FF1
814.3 FS
S
7'-4"
7'-4"
7'-4"
13'-4"
13'-4"
13 17 14 16 9 8
1 11 12
12 14
C6 C1
C1
C5 C5
C5 C3 C5
+10'-8"
2ND FLOOR
0'-0"
1ST FLOOR
+17'-6"
+23'-4"T.O.P.
+28'-0"
T.O.C.
7'-4"
12 8
C5 C2
+26'-0"T.O.P.
+17'-6"
808.2 FF2+10'-8"2ND FLR.
797.5 FF1
0'-0"1ST FLR.

PARAPETBEYOND
7'-4"
7'-4"
18 26
C7
12 C5
23 C7
16 C9
+18'-0"
T.O.PARAPET
0'-0"
1ST FLOOR
797.5 FF1
+22'-0"T.O.C.0'-0"1ST FLOOR
797.5 FF1
+22'-0"
T.O.C.
12 C5
11 C3
1 C5
3 C5
5 4
C8
808.2 FF2
797.5 FF1
T.O.P.
+22'-0"
+10'-8"
2ND FLR.
1ST FLR.
0'-0"

PARAPETBEYOND

UP RAMP SEE CIVIL FOR SLOPE
9'-4"
11'-4"
9'-4"
11'-4"
7'-4"
7'-4"
7'-4"
7'-4"
26 C9
18 22
C7
23 21
C4
18 C7
24 C6
14 C1
1 C5
11 C3
11 C3
12 C5
9'-4"
C7

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY ELEVATION
1"=10'

KEY NOTES

KEYPLAN

COLOR MATERIAL
2 1
1"=10' 3 PARTIAL BLDG. A. NORTH ELEVATION
4 1"=10' 2 PARTIAL BLDG. A. NORTH ELEVATION
A.5
1"=10' 4 PARTIAL BLDG. A. NORTH INTERIOR ELEVATION
1"=10' 1 OFFICE EAST ELEVATION
3 1"=10' 5 PARTIAL BLDG. A. NORTH INTERIOR ELEVATION
5 1 PRE-FINISHED METAL CORNICE.23456789
1011121314
1516 WINE AND SELF-STORAGE SIGNAGE BY OTHERS. SEE DETAILS 9,10/A.12

METAL ACCENT AND PARAPET
AT OFFICE.

BRISE-SOLEIL FACADE.

STOREFRONT GLAZING.

FAKE DECORATIVE BARRELS
STORAGE EXIT ONLY.STUCCO FINISH.

PRE-FINISHED METAL PARAPET.

FAUX UNITS BEHIND GLAZING.EXTERIOR LIGHT FIXTURE.

SEE LIGHTING PLAN.STUCCO CONTROL JOINT.

PRE-FINISHED METAL ACCENT.

FLOOR LINE BELOW GRADE.
17 STORAGE EGRESS AT SECOND FLOOR EXIT ONLY.18 PREFINISHED GUTTER AND DOWNSPOUT SYSTEM.19 TRASH ENCLOSURE. SEE DETAILS 5,6,7,8/A.1220 FIRE RISER ROOM.21 EXTERIOR ROLL-UP DOORS.22 MECHANICAL UNITS.23 STORAGE ACCESS.24 ELECTRIC ROOM.

WOOD PANELING. 25 STAIR EGRESS.

PRECISION C.M.U. BLOCKMASONRY BY ORCO BLOCK. 26

STACKED FIELD STONE MASONRY
VENEER.
27 SPLIT FACED C.M.U. BLOCK MASONRY BY ORCO BLOCK.

STACKED FIELD STONE
MANUFACTURER: EL DORADO STONE

EL DORADO STONE, FIELD EDGE
COLOR: ANDANTESTUCCO FINISHCOLOR: FLINTSTONE (DE 6221)

WOOD PANELING
MANUFACTURER: EL DORADO STONE

VINTAGE RANCH
COLOR: PARCHWOOD

FAUX UNITS/ ROLL-UP DOORS
MANUFACTURER:

JANUS INTERNATIONAL
COLOR: LG (FOREST) GREEN

METAL PARAPET/ CORNICE/

EXTERIOR LIGHTS
MANUFACTURER: DUNN-EDWARDS
COLOR: BLACK-TIE (DE 6357)
PAINTMANUFACTURER: DUNN-EDWARDS
COLOR: GRAY PEARL (DEC 795)
C1C2C5C6
PAINTMANUFACTURER: DUNN-EDWARDS
COLOR: FLINTSTONE (DE 6221)
C7
BRISE-SOLEIL FACADEMANUFACTURER: FIBERDECK

WEO BRISE-SOLEIL
C8
C3C4
PRECISION C.M.U. BLOCK MASONRYMANUFACTURER: ORCO BLOCK
COLOR: TAN
C9
SPLIT-FACED C.M.U. BLOCK MASONRY
MANUFACTURER: ORCO BLOCK
COLOR: TAN
C10
Exhibit
C

Page 965 of 979 ends

NUTWOOD CIRCLE
A
B
D
C

NORTH ARROW
813.4 FS 814.3 FS
0'-0"1ST FLOOR
797.5 FF1
+10'-8"2ND FLOOR808.2 FF2+28'-0"T.O.C.
+17'-6"
9 C5
14 C10
9 16
C5
11 C3
14 C1
16 26
C9
+26'-0"T.O.P.+10'-8"2ND FLOOR808.2 FF20'-0"1ST FLOOR
797.5 FF1
+4'-6"
9'-4"
9'-4"
9'-4"
9'-4"

PARAPETBEYOND
21 C4
26 C9
18 C7
+10'-8"
2ND FLOOR
808.2 FF2
0'-0"
1ST FLOOR
797.5 FF1

PARAPETBEYOND
+17-6"+28'-0"
T.O.P.
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
18 C7
21 C4
12 C5
26 C9
+26'-0"T.O.P.0'-0"1ST FLOOR
797.5 FF1
0'-0"
1ST FLOOR
797.5 FF1
+26'-0"
T.O.P.
26 C9
9 12
C5
23 C5
20 C7
9'-6"
C7
+10'-8"
2ND FLOOR
0'-0"
1ST FLOOR
808.2 FF2
797.5 FF1
803.1 FS
+4'-6"
801.5 FS
+26'-0"
T.O.P.
9 C5
14 16
C10
26 C9

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY ELEVATION
1"=10'

KEY NOTES

KEYPLAN

COLOR MATERIAL
1"=10' 4 PARTIAL BLDG. A. WEST ELEVATION
5 4 3
1"=10' 2 PARTIAL BLDG. A. EAST ELEVATION
1"=10' 3 PARTIAL BLDG. A. EAST ELEVATION
2 A.6
1"=10' 1 BLDG. A. EAST ELEVATION
1 1"=10' 5 PARTIAL BLDG. A. WEST ELEVATION
1 PRE-FINISHED METAL CORNICE.23456789
1011121314
1516 WINE AND SELF-STORAGE SIGNAGE BY OTHERS. SEE DETAILS 9,10/A.12

METAL ACCENT AND PARAPET
AT OFFICE.

BRISE-SOLEIL FACADE.

STOREFRONT GLAZING.

FAKE DECORATIVE BARRELS
STORAGE EXIT ONLY.STUCCO FINISH.

PRE-FINISHED METAL PARAPET.

FAUX UNITS BEHIND GLAZING.EXTERIOR LIGHT FIXTURE.

SEE LIGHTING PLAN.STUCCO CONTROL JOINT.

PRE-FINISHED METAL ACCENT.

WOOD PANELING. 25 STAIR EGRESS.

PRECISION C.M.U. BLOCKMASONRY BY ORCO BLOCK. 26

STACKED FIELD STONE MASONRY
VENEER.
27 SPLIT FACED C.M.U. BLOCK MASONRY BY ORCO BLOCK.

STACKED FIELD STONE
MANUFACTURER: EL DORADO STONE

EL DORADO STONE, FIELD EDGE
COLOR: ANDANTESTUCCO FINISHCOLOR: FLINTSTONE (DE 6221)

WOOD PANELING
MANUFACTURER: EL DORADO STONE

VINTAGE RANCH
COLOR: PARCHWOOD

FAUX UNITS/ ROLL-UP DOORS
MANUFACTURER:

JANUS INTERNATIONAL
COLOR: LG (FOREST) GREEN

METAL PARAPET/ CORNICE/

WEO BRISE-SOLEIL
C8
C3C4
PRECISION C.M.U. BLOCK MASONRYMANUFACTURER: ORCO BLOCK
COLOR: TAN
C9
SPLIT-FACED C.M.U. BLOCK MASONRY
MANUFACTURER: ORCO BLOCK
COLOR: TAN
C10
Exhibit
C

Page 966 of 979 ends

NUTWOOD CIRCLE
A
B
D
C

NORTH ARROW
808.2 FF2
797.5 FF1
+10'-8"2ND FLOOR+26'-0"T.O.P.
808.2 FF2
0'-0"1ST FLOOR
797.5 FF1

PARAPETBEYOND

UP RAMP SEE CIVIL FOR SLOPE
7'-4"
7'-4"
7'-4"
7'-4"
C5
18 C7
12 C5
26 C9
18 C7
9 22 22 16 23
7'-4"
8'-0"
C7
+10'-8"
2ND FLR.
+6'-4"
0'-0"
1ST FLR.
+26'-0"
T.O.P.
808.2 FF2
797.5 FF1
+10'-8"2ND FLOOR0'-0"1ST FLOOR+26'-0"T.O.P.+4'-6"
9'-4"
9 C5
27 C10
16 C5
20 C7
12 1ST FLR.
0'-0"
+10'-8"
2ND FLR.
+26'-0"
T.O.P.
26 C9
26 C9
797.5 FF1
0'-0"1ST FLOOR
808.2 FF2
+10'-8"
2ND FLOOR

UP RAMP SEE CIVIL FOR SLOPE
+30'-0"T.O.P.
9'-387
"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
12 C5
9 C5
26 C9
16 0'-0"
1ST FLOOR
797.5 FF1
+10'-8"
2ND FLOOR
808.2 FF2

UP RAMP SEE CIVIL FOR SLOPE
+30'-0"
T.O.P.
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
26 C9 C5
12 C1
14 C5
9 C5
12 C5
9 16
9'-4"
9'-4"

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY ELEVATION
1"=10'

KEY NOTES

KEYPLAN

COLOR MATERIAL
1 4
A.7
2 1"=10' 2 BLDG. A. INTERIOR SOUTH ELEVATION
1"=10' 1 BLDG. A. SOUTH ELEVATION
1"=10' 3 BLDG. B. SOUTH ELEVATION
1"=10' 4 BLDG. B. NORTH ELEVATION
3 1 PRE-FINISHED METAL CORNICE.23456789
1011121314
1516 WINE AND SELF-STORAGE SIGNAGE BY OTHERS. SEE DETAILS 9,10/A.12

METAL ACCENT AND PARAPET
AT OFFICE.

BRISE-SOLEIL FACADE.

STOREFRONT GLAZING.

FAKE DECORATIVE BARRELS
STORAGE EXIT ONLY.STUCCO FINISH.

PRE-FINISHED METAL PARAPET.

FAUX UNITS BEHIND GLAZING.EXTERIOR LIGHT FIXTURE.

SEE LIGHTING PLAN.STUCCO CONTROL JOINT.

PRE-FINISHED METAL ACCENT.

WOOD PANELING. 25 STAIR EGRESS.

PRECISION C.M.U. BLOCKMASONRY BY ORCO BLOCK. 26

STACKED FIELD STONE MASONRY
VENEER.
27 SPLIT FACED C.M.U. BLOCK MASONRY BY ORCO BLOCK.

STACKED FIELD STONE
MANUFACTURER: EL DORADO STONE

EL DORADO STONE, FIELD EDGE
COLOR: ANDANTESTUCCO FINISHCOLOR: FLINTSTONE (DE 6221)

WOOD PANELING
MANUFACTURER: EL DORADO STONE

VINTAGE RANCH
COLOR: PARCHWOOD

FAUX UNITS/ ROLL-UP DOORS
MANUFACTURER:

JANUS INTERNATIONAL
COLOR: LG (FOREST) GREEN

METAL PARAPET/ CORNICE/

WEO BRISE-SOLEIL
C8
C3C4
PRECISION C.M.U. BLOCK MASONRYMANUFACTURER: ORCO BLOCK
COLOR: TAN
C9
SPLIT-FACED C.M.U. BLOCK MASONRY
MANUFACTURER: ORCO BLOCK
COLOR: TAN
C10
Exhibit C

Page 967 of 979 ends

+25'-7"
T.O.R.
0'-0"1ST FLOOR
797.5 FF1
+10'-8"2ND FLOOR808.2 FF2+30'-0"T.O.P.
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9 12
C5 C5
26 C9
25 C7
18 C7
21 C4
23 21
C4
12 C5
9'-4"
23 C7
26 C9
26 C7 C9

NUTWOOD CIRCLE
A
B
D
C

NORTH ARROW
0'-0"1ST FLOOR
797.5 FF1
+30'-0"
T.O.P.
+10'-8"
2ND FLOOR
808.2 FF2
26 C9
9 23
C5
8 C2
9 26
C5 C9
9'-4"
9'-4"
9'-4"
9'-4"
C7
0'-0"
1ST FLOOR
797.5 FF1
+10'-8"
2ND FLOOR
808.2 FF2
+30'-0"
T.O.P.
9'-4"
9'-4"
25 9
C5
9'-4"
20 23
C7
18 C7 C7 C7
26 C9
26 C9
0'-0"
1ST FLOOR
797.5 FF1
+10'-8"
2ND FLOOR
808.2 FF2
+14'-11"T.O.R.
+30'-0"
T.O.P.
23 12
C5
18 C7
21 C4
16 9
C5
23 26
C9
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
C7
C7

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY ELEVATION
1"=10'

KEY NOTES

KEYPLAN

COLOR MATERIAL
1"=10' 3 PARTIAL BLDG. B. WEST ELEVATION
4 3
A.8
1"=10' 1 PARTIAL BLDG. B. EAST ELEVATION
1"=10' 2 PARTIAL BLDG. B. EAST ELEVATION
1"=10' 4 PARTIAL BLDG. B. WEST ELEVATION
1 2
1 PRE-FINISHED METAL CORNICE.23456789
1011121314
1516 WINE AND SELF-STORAGE SIGNAGE BY OTHERS. SEE DETAILS 9,10/A.12

METAL ACCENT AND PARAPET
AT OFFICE.

BRISE-SOLEIL FACADE.

STOREFRONT GLAZING.

FAKE DECORATIVE BARRELS
STORAGE EXIT ONLY.STUCCO FINISH.

PRE-FINISHED METAL PARAPET.

FAUX UNITS BEHIND GLAZING.EXTERIOR LIGHT FIXTURE.

SEE LIGHTING PLAN.STUCCO CONTROL JOINT.

PRE-FINISHED METAL ACCENT.

WOOD PANELING. 25 STAIR EGRESS.

PRECISION C.M.U. BLOCKMASONRY BY ORCO BLOCK. 26

STACKED FIELD STONE MASONRY
VENEER.
27 SPLIT FACED C.M.U. BLOCK MASONRY BY ORCO BLOCK.

STACKED FIELD STONE
MANUFACTURER: EL DORADO STONE

EL DORADO STONE, FIELD EDGE
COLOR: ANDANTESTUCCO FINISHCOLOR: FLINTSTONE (DE 6221)

WOOD PANELING
MANUFACTURER: EL DORADO STONE

VINTAGE RANCH
COLOR: PARCHWOOD

FAUX UNITS/ ROLL-UP DOORS
MANUFACTURER:

JANUS INTERNATIONAL
COLOR: LG (FOREST) GREEN

METAL PARAPET/ CORNICE/

WEO BRISE-SOLEIL
C8
C3C4
PRECISION C.M.U. BLOCK MASONRYMANUFACTURER: ORCO BLOCK
COLOR: TAN
C9
SPLIT-FACED C.M.U. BLOCK MASONRY
MANUFACTURER: ORCO BLOCK
COLOR: TAN
C10
Exhibit
C

Page 968 of 979 ends

NUTWOOD CIRCLE
A
B
D
C

NORTH ARROW
0'-0"1ST FLOOR
797.5 FF1
+18'-8"T.O.P.
9'-4"
9'-4"
9 C5
12 C5
26 C9
0'-0"
1ST FLOOR
797.5 FF1
+18'-8"
T.O.P.
797.5 FF1
0'-0"1ST FLOOR+18'-8"T.O.P.
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
26 C9
21 C4
18 C3
14'-0"

ROLL UP DOOR
9'-4"
9'-4"
9'-4"
18 C7
21 C4
9 C5
0'-0"
1ST FLOOR
+18'-8"
T.O.P.
14'-0"

ROLL UP DOOR
+18'-8"T.O.P.0'-0"1ST FLOOR
0'-0"
1ST FLOOR
+18'-8"
T.O.P.
9'-4"
9'-4"
9'-4"
26 C9
9 C5
12 C5
0'-0"
1ST FLOOR
797.5 FF1
+18'-8"
T.O.P.
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
9'-4"
12 C5
26 C9
18 C7
21 C4
14'-0"

ROLL UP DOOR
0'-0"1ST FLOOR+18'-8"
T.O.P.
9'-4"
9'-4"
9'-4"
9'-4"
18 C7
21 C4
9 C5
14'-0"

ROLL UP DOOR

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY ELEVATION
1"=10'

KEY NOTES

KEYPLAN

COLOR MATERIAL
6 3
A.9
1"=10' 6 BLDG. D. NORTH ELEVATION
1"=10' 1 PARTIAL BLDG. D. WEST ELEVATION
1"=10' 2 PARTIAL BLDG. D. WEST ELEVATION
1"=10' 5 BLDG. D. SOUTH ELEVATION
1"=10' 4 PARTIAL BLDG. D. EAST ELEVATION
1"=10' 3 PARTIAL BLDG. D. EAST ELEVATION
4 1
2 5
1 PRE-FINISHED METAL CORNICE.23456789
1011121314
1516 WINE AND SELF-STORAGE SIGNAGE BY OTHERS. SEE DETAILS 9,10/A.12

METAL ACCENT AND PARAPET
AT OFFICE.

BRISE-SOLEIL FACADE.

STOREFRONT GLAZING.

FAKE DECORATIVE BARRELS
STORAGE EXIT ONLY.STUCCO FINISH.

PRE-FINISHED METAL PARAPET.

FAUX UNITS BEHIND GLAZING.EXTERIOR LIGHT FIXTURE.

SEE LIGHTING PLAN.STUCCO CONTROL JOINT.

PRE-FINISHED METAL ACCENT.

WOOD PANELING. 25 STAIR EGRESS.

PRECISION C.M.U. BLOCKMASONRY BY ORCO BLOCK. 26

STACKED FIELD STONE MASONRY
VENEER.
27 SPLIT FACED C.M.U. BLOCK MASONRY BY ORCO BLOCK.

STACKED FIELD STONE
MANUFACTURER: EL DORADO STONE

EL DORADO STONE, FIELD EDGE
COLOR: ANDANTESTUCCO FINISHCOLOR: FLINTSTONE (DE 6221)

WOOD PANELING
MANUFACTURER: EL DORADO STONE

VINTAGE RANCH
COLOR: PARCHWOOD

FAUX UNITS/ ROLL-UP DOORS
MANUFACTURER:

JANUS INTERNATIONAL
COLOR: LG (FOREST) GREEN

METAL PARAPET/ CORNICE/

WEO BRISE-SOLEIL
C8
C3C4
PRECISION C.M.U. BLOCK MASONRYMANUFACTURER: ORCO BLOCK
COLOR: TAN
C9
SPLIT-FACED C.M.U. BLOCK MASONRY
MANUFACTURER: ORCO BLOCK
COLOR: TAN
C10
Exhibit
C

Page 969 of 979 ends

NUTWOOD CIRCLE
A
B
D
C

NORTH ARROW
+16'-8"T.O.P.
0'-0"
1ST FLOOR
0'-0"1ST FLOOR
+16'-8"
T.O.P.
27 C10
9 C5
26 C9
0'-0"
1ST FLOOR
797.5 FF1
+16'-8"T.O.P. +16'-8"
T.O.P.0'-0"1ST FLOOR
797.5 FF1
+18'-0"
T.O.P.
7'-4"
7'-4"
14 1
C5
9 C5
27 C10
18 C1
12 C5
18 C7 C7
0'-0"1ST FLOOR
797.5 FF1
+18'-0"
T.O.P.
0'-0"
1ST FLOOR
797.5 FF1
PARAPETBEYOND +16'-8"
T.O.P.
9'-4"
9'-4"
9'-4"
9'-4"
1 C5
18 21
C7
20 9
C5
18 C4 C7
23 9'-4"
9'-4"
C7 C7
26 C9
26 C7
23 C7
7'-4"
7'-4"
7'-4"
C6
12 7 26 14 12 14 11 4 1 10 12 26 9
C5 C9 C1 C5 C1 C3 C8 C5 C4 C5 C9 C5
7'-4"
12'-8"
0'-0"1ST FLOOR+16'-8"T.O.P.
+18'-0"T.O.P.
+16'-8"
T.O.P.
0'-0"
1ST FLOOR

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY ELEVATION
1"=10'

KEY NOTES

KEYPLAN

COLOR MATERIAL
1 2
A.10
3 4 1"=10' 3 BLDG. C. SOUTH ELEVATION
1"=10' 4 BLDG. C EAST ELEVATION1"=10' 2 BLDG. C. WEST ELEVATION1"=10' 1 BLDG. C. NORTH ELEVATION 1 PRE-FINISHED METAL CORNICE.23456789
1011121314
1516 WINE AND SELF-STORAGE SIGNAGE BY OTHERS. SEE DETAILS 9,10/A.12

METAL ACCENT AND PARAPET
AT OFFICE.

BRISE-SOLEIL FACADE.

STOREFRONT GLAZING.

FAKE DECORATIVE BARRELS
STORAGE EXIT ONLY.STUCCO FINISH.

PRE-FINISHED METAL PARAPET.

FAUX UNITS BEHIND GLAZING.EXTERIOR LIGHT FIXTURE.

SEE LIGHTING PLAN.STUCCO CONTROL JOINT.

PRE-FINISHED METAL ACCENT.

WOOD PANELING. 25 STAIR EGRESS.

PRECISION C.M.U. BLOCKMASONRY BY ORCO BLOCK. 26

STACKED FIELD STONE MASONRY
VENEER.
27 SPLIT FACED C.M.U. BLOCK MASONRY BY ORCO BLOCK.

STACKED FIELD STONE
MANUFACTURER: EL DORADO STONE

EL DORADO STONE, FIELD EDGE
COLOR: ANDANTESTUCCO FINISHCOLOR: FLINTSTONE (DE 6221)

WOOD PANELING
MANUFACTURER: EL DORADO STONE

VINTAGE RANCH
COLOR: PARCHWOOD

FAUX UNITS/ ROLL-UP DOORS
MANUFACTURER:

JANUS INTERNATIONAL
COLOR: LG (FOREST) GREEN

METAL PARAPET/ CORNICE/

WEO BRISE-SOLEIL
C8
C3C4
PRECISION C.M.U. BLOCK MASONRYMANUFACTURER: ORCO BLOCK
COLOR: TAN
C9
SPLIT-FACED C.M.U. BLOCK MASONRY
MANUFACTURER: ORCO BLOCK
COLOR: TAN
C10
Exhibit
C

Page 970 of 979 ends

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

COLOR MATERIAL BOARD
NTS
C1 C2 STUCCO FINISH COLOR: FLINTSTONE (DE 6221) C3

WOOD PANELING
MANUFACTURER: EL DORADO STONE

VINTAGE RANCH
COLOR: PARCHWOOD
C4

FAUX UNITS/ EXTERIOR ROLL-UP DOORS
MANUFACTURER: JANUS INTERNATIONAL
COLOR: LG FOREST GREEN
C5

METAL PARAPET/ CORNICE/

EXTERIOR LIGHTS
MANUFACTURER: DUNN-EDWARDS
COLOR: BLACK TIE (DE 6357)
C6

STORAGE EGRESS/ EXTERIOR DOORS
MANUFACTURER: DUNN-EDWARDS
COLOR: GRAY PEARL (DEC 795)
C7
PAINT
MANUFACTURER: DUNN-EDWARDS
COLOR: FLINTSTONE (DE 6221)
C8
BRISE-SOLEIL FACADEMANUFACTURER: FIBERDECK

WEO BRISE-SOLEIL
A.11

PRECISION CMU BLOCK
MANUFACTURER: ORCO BLOCK
COLOR: TAN

STACKED FIELD STONE
MANUFACTURE: EL DORADO STONE

ELDORADO STONE, FEILDLEDGE
COLOR: ANDANTE
C9

SPLIT FACE CMU BLOCK
MANUFACTURER: ORCO BLOCK
COLOR: TAN
C10
Exhibit
C

Page 971 of 979 ends

1'-0" 1'-4"
4'-0"
11'-0"11'-0"
1'-4" 1'-0"
1'-8"
1'-8"
4'-0"
13'-6"
1'-3"
1'-3"
13'-6"
SCALE:

FENCE, TRASH ENCLOSURE & SIGNAGE PLAN

AS NOTED
12 - ALL WELDS SHALL BE GROUND SMOOTH. - GATE SHALL MEET UL 325 STANDARDS. - ALL METAL SURFACES PAINTED
- SEE SITE PLAN SHEET FOR TOTAL DIMENSIONS.
- ALL METAL SHALL BE TREATED WITH 2 COATS RUST-O-LEUM PAINT PRIMER TO BE FACTORY APPLIED.

SCALE:

TYPICAL GATE / FENCE ELEVATION
3/8"=1'-0"

SLIDING GATE
6" 3'-4" 4'-8"
8'-0"

FINISH GRADE
PAINTED 3/4" SQ.

METAL PICKETS @ 4"
O/C.
2" SQUARE PAINTED METAL TUBE
RAILS (VERT. & HORIZ.)
6" HIGH CURB

WHERE APPLICABLE
WHEEL PER MANUF. SPECS.
4" SQUARE METAL TUBE POST TO WELD METAL
FENCE OR GATE. SEE STRUCTURAL FORFOUNDATION. 4 HINGES MIN. 8'-0"
4"
SCALE:

PEDESTRIAN GATE
3/8"=1'-0"
OUTSIDE: DEAD BOLT W / LEVER.

INSIDE: PANIC HARDWARE
FINISH: BRUSHED S. ST.

STEEL SECURITY MESH IN SOLID
FRAME
2'-6" 1'-6"
8'-0"
6" HIGH CURB

WHERE APPLICABLE
3'-0" CLR.
3/4" SQ. STEEL PICKETS @ 4" O.C.
2" SQUARE METAL TUBE VERT. AND HORIZ. RAIL
4"
4 HINGES MIN.
8" SQUARE METAL TUBE POST.

VERIFY WITH GATE MANUFACTURERAND STRUCT, FOR FOUNDATION - ALL WELDS SHALL BE GROUND SMOOTH. - GATE SHALL MEET UL 325 STANDARDS. - ALL METAL SURFACES PAINTED
- SEE SITE PLAN SHEET AND ENLARGED SITE PLAN SHEET FOR TOTAL DIMENSIONS. - ALL METAL SHALL BE TREATED WITH 2 COATS RUST-O-LEUM PAINT PRIMER TO BE FACTORY APPLIED.

PROVIDE SECURITY MESH
A.12

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228
JORDAN

ARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

TRASH ENCLOSURE PLAN
1/4"=1'
8'-8"
9'-0" 10'-0"

CONCRETE APRON WITH
MEDIUM BROOM FINISH.

SEE CIVIL DRAWINGS. 8" PRECISION CMU WALL. INTERIOR PAINTED P-1.

EXTERIOR PER ELEVATIONS.

TWO 3 CUBIC YDS.

ROLLING DUMPSTERS.
6" HIGH CONCRETE CURB.

SIGN. SEE DETAIL 7/A.11
8 A.11
15" MINIMUM

MANAGEMENT USE ONLY

THIS TRASH ENCLOSURE IS INTENDED FOR
APPROVED WASTE MATERIALS ONLY. DO NOT

DISPOSE OF HAZARDOUS MATERIALS IN THIS
12" MINIMUM RECEPTACLE.

MOUNT SIGN WHERE INDICATED INELEVATIONS @ 60" ABOVE FINISHFLOOR SCALE:

TRASH SIGN
3' = 1'-0" SCALE:

BUMPER @ TRASH ENCLOSURE
2" = 1'-0"

VERIFY HEIGHT WITH ROLLING DUMPSTER
PROVIDE AT 3 SIDES 4x8 PRESSURE

TREATED WOOD BUMPER ATTACHED W/
ANCHOR BOLTS TO EXISTING CMU WALL.

CONCRETE SLAB
8" CMU WALL
6" HIGH CONCRETE CURB
ANODIZED ALUMINUM FENCE, COLOR BLACK.

SCALE:

TYPICAL PERIMETER FENCE
3/8"=1'-0"
6" 6'-0" FINISH GRADE
RAILS 2"X3" TUBE LAID FLAT
PICKETS 1"X1" TUBE @ 6" O.C.

POST SEPARATION PER

MANUFACTURER'S RECOMMENDATIONS
4"X4" ANODIZED ALUMINUM POST
3 456
SCALE:

WINE & SELF STORAGE SIGNAGE BY OTHERS
1" = 1'-0"
7 SCALE: SELF STORAGE SIGNAGE BY OTHERS 3/4" = 1'-0" 8
Exhibit
C

Page 972 of 979 ends

VAN ACCESSIBLE

PARKING
CLEAN
AIR/

VANPOOL/
EV
NO

PARKING
1 1
1 1
1 11
1 1 1
1 1
1 1
1 SCALE:

PRELIMINARY LIGHTING PLAN
AS NOTEDA.13

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
NORTH

LIGHT FIXTURE MOUNTED ON BUILDING WALL, HEIGHT
VARIES. REFER TO BUILDING ELEVATIONS. 1
NOTE:

1. ALL LIGHT FIXTURES TO CONFORM TO ZONING CODE

REQUIREMENTS
1" = 30'-0" 1 PRELIMINARY LIGHTING PLAN
2 EXTERIOR LED ACCENT LIGHT FIXTURE 3 EXTERIOR LEED WALL PACK LIGHT FIXTURE

KEY NOTES
Exhibit
C

Page 973 of 979 ends

Exhibit D
Landscape Plan

Page 974 of 979 ends

Exhibit D
Landscape Plan

Page 975 of 979 ends

1-STORY
2-STORY
1-STORY
Ø29'-0"

LABYRINTH
BLDG. 'D'
1-STORY
22,398 S.F.
4 10'

60.81'

70.79'
N 89° 43' 33" E 385.5'
N 0° 00' 16" E 457.57'
N 0° 38' 46" E 498.72'
N 89° 59' 44" W 509.96'

NUTWOOD CIRCLE
5'-0"

SETBACK
20'-0"
SETBACK 5'-0" SETBACK
15'-0"

SETBACK
6 3
1 BLDG. 'A'
37,395 S.F.
2-STORY
BLDG. 'B'
2-STORY
84,634 S.F.

OFFICE
1,392 S.F.

BLDG. 'C'
1-STORY
17,597 S.F.
5'-0"

LANDSCAPE

SETBACK
20'-0"

EASEMENT
5'-0"

LANDSCAPE

SETBACK
174'-0" 35'-0" 80'-0" 35'-0"
280'-0"
50'-0"
94'-0"
20'-0" 30'-0"
80'-0"
80'-0" 150'-0"
35'-0"
30'-0"
80'-0" 37'-4" 37'-4"
120'-0"
280'-0"
35'-0"
30'-0" 5'-0"
40'-0" 40'-0" 40'-0"
145'-0" 5'-0"
2 5

VAN ACCESSIBLE

PARKING
CLEAN
AIR/

VANPOOL/
EV
NO

PARKING
35'-0"
30'-0"TYP. ALL EXTERIOR CORNERS
180'-0"
140'-0" 20'-0"
5'-0"
40'-0"
1'-1012"
NORTH

THIS DRAWING AND ITS CONTENTS ARE INSTRUMENTS OF

NUTWOOD SSPASO ROBLES, CA 21-1228

JORDANARCHITECTS
131 CALLE IGLESIA, SUITE 100
SAN CLEMENTE, CA 92672
SCALE:

PRELIMINARY SITE PLAN
1"=30'-0" A.2
Attachment 5
Alternate Site Plan

Page 976 of 979 ends

Customer : Doug Ayres Date : October 14, 2022
Location : 21159 Nutwood Circle Paso Robles, CA 93446
Letter from Arborist pertaining to Tree Removal
To the City of Paso Robles, or whom it may concern,
This letter is to inform that Doug Ayres and our team of Certified ISA Arborists ( Kelly & Hattie Koker ) have consulted multiple times about tree # 216 located at 21159 Nutwood Circle in Paso Robles, CA. Our discussions have included ways to save the tree and redesign the original plan for the building around the tree. Our suggestions were to make the building go around the tree , making a cut out around the tree and then making a tree island around the drip line edge to limit impact. While this was/is a possibility, there is no guarantee this will save the tree from the effects of construction due to stress, grading, compaction and any other effects caused by the construction. This tree is roughly over 100 years old and is in good condition for its age. However with already having stressors from excessive heat and drought, adding more stressors to this may cause the tree to decline. This new idea for design will place construction within very close proximity to the tree and placing buildings/pavement within the critical root zone. The architect has done a great job placing the layout of the buildings / roadways to limit the impact on the remaining 5 trees on the property. Doug Ayres has also agreed to the mitigation efforts related to removing the tree in which he will either plant the necessary amount of trees on his property, pay into a fund to have trees planted elsewhere in Paso Robles, or a combination of the both.

As always, if you have any questions or concerns, please don't hesitate to reach out.

Thank you.

Hattie Koker
ISA Certified Arborist WE - 13496A
805-423-4933
*This letter is not valid unless signed by Hattie Koker* Attachment 6
Arborist Letter

Page 977 of 979 ends

AFFIDAVIT OF PUBLICATION
Account # Order Number Identification Order PO Amount Cols Depth 18693 405797 Print Legal Ad-IPL01173290 - IPL0117329 Marci R. $225.78 2 52 L Attention: Vikki Kuntz
City of Paso Robles 893989
1000 SPRING ST.

PASO ROBLES, CA 93446
In The Superior Court of The State of California
In and for the County of San Luis Obispo
1 insertion(s) published on:
04/07/23
Legals Clerk

STATE OF TEXAS)
SS
County of Dallas)
I am a citizen of the United States and a resident of the County aforesaid; I am over the age of eighteen and not interested in the above entitled matter; I am now, and at all times embraced in the publication herein mentioned
was, the principal clerk of the printers and publishers of The Tribune, a newspaper of general Circulation,
printed and published daily at the City of San Luis
Obispo in the above named county and state; that
notice at which the annexed clippings is a true copy, was published in the above-named newspaper and not in
any supplement thereof - on the following dates to wit; From 04/07/2023 To 04/07/2023 that said newspaper
was duly and regularly ascertained and established a
newspaper of general circulation by Decree entered in
the Superior Court of San Luis Obispo County, State of
California, on June 9, 1952, Case #19139 under the Gover I certify (or declare) under the penalty of perjury that the foregoing is true and correct.

Notary Public in and for the state of Texas, residing in Dallas County
Extra charge for lost or duplicate affidavits.

Legal document please do not destroy!
Attachment 7

Page 978 of 979 ends

CITY OF EL PASO DE ROBLES
“The Pass of the Oaks”
1000 SPRING STREET • PASO ROBLES, CALIFORNIA 93446 • www.prcity.com

AFFIDAVIT

OF MAIL NOTICES

PLANNING COMMISSION NOTICING
I, Marci Reynoso , employee of the City of El Paso de Robles, California, do hereby certify that the mail notices have been processed as required for the April 18, 2023 public hearing for P22-0065 on this 4th day of April, 2023.

City of El Paso de Robles
Community Development Department
Planning Division
Signed:

Marci Reynoso
Attachment 8

Page 979 of 979 ends

Paso Robles City CouncilApril 18, 2023

Paso Robles City Council
April 18, 2023