HomeMy WebLinkAboutPC Resolution 2026-0001
PC RESOLUTION 2026-0001
RESOLUTION OF THE PLANNING COMMISSION OF
THE CITY OF ATASCADERO, CALIFORNIA,
RECOMMENDING THE CITY COUNCIL AMEND PLANNED
DEVELOPMENT OVERLAY ZONE NO. 9 TO CONDITIONALLY ALLOW
CARWASH USES, APPROVE LOT LINE ADJUSTMENT ATAL25-0042,
AND APPROVE A CONDITIONAL USE WITH A PARKING REDUCTION,
DRIVEWAY DESIGN MODIFICATION, AND SIGN EXCEPTION
AMENDING THE MASTER PLAN OF DEVELOPMENT (CUP 2000-0014)
TO ALLOW A CARWASH, DRIVE-THROUGH RESTAURANT, AND
COMMERCIAL SHELL ON APNS 049-045-036, 049-045-034, 049-045-033,
AND 049-045-035
Westar Associates, LLC
Amendments to Home Depot Master Plan of Development
WHEREAS, an application has been received from Westar Associates, LLC, applicant,
and Atascadero 101 Associates, LLC, property owner, to consider a zoning text amendment, lot
line adjustment, and a conditional use permit (Master Plan of Development) with a parking
reduction, driveway design modification, and sign exception for the Home Depot Center at 805,
910, 920, and 940 El Camino Real (APNs 049-045-036, 049-045-034, 049-045-033, and 049-045-
035); and
WHEREAS, the site has a General Plan Designation of Commercial Park (CPK); and
WHEREAS, the site is in the Commercial Park (CPK) zoning district and within Planned
Development Overlay Zone No. 9 (PD-9); and
WHEREAS, PD-9 allows retail uses and restaurants ministerially, allows drive-through
restaurant uses with a Conditional Use Permit, and does not allow carwash uses; and
WHEREAS, site development is governed by the existing Master Plan of Development
originally approved by City Council in 1997 and subsequently amended to accommodate various
uses and development; and
WHEREAS, the subject application includes a request for a Conditional Use Permit to
construct a drive-through restaurant, drive-through carwash, and retail shell, necessitating text
amendments to PD-9 to include carwashes as a conditionally allowed use in the overlay zone; and
WHEREAS, the application includes a request for approval of a parking reduction and
driveway design modification pursuant to Atascadero Municipal Code (AMC) § 9-4.115(h); and
Docusign Envelope ID: 3A179ECE-F7B3-4C88-8F7E-BAD49E7139BD
WHEREAS, the application includes a request for approval of sign exception pursuant to
AMC § § 9-15.011 to exceed existing standards established by the original sign program; and
WHEREAS, the laws and regulations relating to the preparation and public notice of
environmental documents, as set forth in the state and local guidelines for implementation of the
California Environmental Quality Act (CEQA) have been adhered to; and
WHEREAS, a timely and properly noticed Public Hearing upon the subject Zone Text
Amendment, Conditional Use Permit, and Lot Line Adjustment application was held by the
Planning Commission of the City of Atascadero, at which hearing evidence, oral and documentary,
was admitted on behalf of said application; and
NOW, THEREFORE, the Planning Commission of the City of Atascadero, California,
hereby finds, resolves, and determines as follows:
SECTION 1. Recitals: The above recitals are true and correct and incorporated herein as
if set forth in full.
SECTION 2. Public Hearings. The Planning Commission held a duly noticed public
hearing to consider the project on February 17, 2026 and considered testimony and reports from
staff, the applicants, and the public.
SECTION 3. Facts and Findings. The Planning Commission makes the following
findings, determinations and approvals with respect to the project approvals:
A. Findings for Approval of a Zone Map and Specific Plan Zone Amendment
1. FINDING: The Planning and Zoning Text and/or Map Change is consistent with
General Plan policies and all other applicable ordinances and policies of the City.
FACT: The proposed Zoning Text Amendment is consistent with the General Plan.
The Project will amend PD-9 to include carwashes within the list of conditionally
allowed uses in that zone. The Home Depot Commercial Center is designated for
regional commercial uses with a mix of uses that can be established through planned
commercial developments. Allowing carwashes in this overlay zone is appropriate
given the current mix of uses and automobile-oriented design of the center.
2. FINDING: This Amendment of the Zoning Ordinance and Map will provide for the
orderly and efficient use of lands where such development standards are applicable.
FACT: Allowing carwash uses with a conditional use permit ensures site-specific
review and allows for project specific consideration for common issue areas such as
traffic, noise, and aesthetics. The amendment enables infill of long-vacant pads within
an established commercial center while maintaining the character of the commercial
center.
Docusign Envelope ID: 3A179ECE-F7B3-4C88-8F7E-BAD49E7139BD
3. FINDING: The Text and Map Change will not, in itself, result in significant
environmental impacts.
FACT: The amendment only adds carwash as a conditional use in PD-9 and does not
authorize construction without further review. Environmental impacts are addressed
through CEQA analysis for the specific project. If needed, mitigation measures ensure
impacts remain less than significant.
B. Findings for Approval of a Conditional Use Permit
1. FINDING: The proposed use is consistent with the General Plan.
FACT: The project provides new dining and service options within the City’s main
commercial corridor, supporting General Plan goals for economic vitality and efficient
land use. The site is served by existing infrastructure and access, and the uses are
compatible with surrounding commercial development.
2. FINDING: The proposed project satisfies all applicable provisions of Title 9 of City of
Atascadero Municipal Code (Zoning Regulations of the City of Atascadero).
FACT: The Project complies with all applicable zoning standards. The uses are
allowed a conditional use permit and comply with relevant height, setback, and
landscaping standards. Drivethrough operations meet queueing and design
requirements. The zoning ordinance allows modification to driveway and parking
standards, as included in this approval.
3. FINDING: The establishment, and subsequent operation or conduct of the use will not,
because of the circumstances and conditions applied in the particular case, be
detrimental to the health, safety, or welfare of the general public or persons residing or
working in the neighborhood of the use, or be detrimental or injurious to property or
improvements in the vicinity of the use.
FACT: The Project will not be detrimental to public health, safety, or welfare. The
project has been reviewed by the Planning Division, Building Division, Public Works
Department, and Fire Department. Conditions of approval address traffic, queuing, and
noise to reduce impacts to the general public.
4. FINDING: That the proposed project will not be inconsistent with the character or the
immediate neighborhood or contrary to its orderly development.
FACT: The Project fills vacant pads within an established commercial center. Internal
circulation and shared parking maintain orderly development. Conditions have been
added to ensure cohesive architectural design features are incorporated into the overall
Docusign Envelope ID: 3A179ECE-F7B3-4C88-8F7E-BAD49E7139BD
project design.
5. FINDING: That the proposed project will not generate a volume of traffic beyond the
safe capacity of all roads providing access to the project, either existing or to be
improved in conjunction with the project, or beyond the normal traffic volume of the
surrounding neighborhood that would result from full development in accordance with
the Land Use Element.
FACT: The Project, as conditioned, is consistent with the traffic projections and road
improvements anticipated within the General Plan. A Traffic and Circulation Study
has been prepared which identifies that existing intersections and roadways are
sufficient to accommodate the proposed uses.
C. Parking and Driveway Modifications
6. FINDING: The characteristics of a use or its immediate vicinity do not necessitate the
number of parking spaces, type of design, or improvements required by this title.
FACT: The Project is part of an existing regional shopping center and will provide for
build-out with complementary uses. Complementary peak demand patterns and on-site
queueing reduce stall demand, and shared parking across the center ensures adequate
capacity. Additionally, the relocated driveway will provide a more compatible point of
access for the anticipated onsite circulation pattern without adverse effects.
7. FINDING: The reduced parking will be adequate to accommodate on the site all
parking needs generated by the use.
FACT: The commercial center will continue to have adequate onsite parking to serve
all existing and proposed uses based on shared parking easements, available queuing
for the proposed drive-through-restaurant, and differences in peak parking periods
between the hotel and restaurant uses.
D. Sign Design Exception
8. FINDING: The sign is consistent with the purposes set forth in Section 9-15.002;
FACT: The intent of the sign code is prevent overwhelming any single development
with commercial signage and detracting from the architectural design. The sign area
requested for the carwash use allows flexibility for the purpose-built building that is
narrower by nature and may have more limited area to install effective signage.
9. FINDING: The opportunity to combine signs for more than one use on a single sign
structure has been considered
Docusign Envelope ID: 3A179ECE-F7B3-4C88-8F7E-BAD49E7139BD
FACT: The existing commercial center contains shared monument signs and a freeway
facing sign available for all commercial uses.
10. FINDING: Conformance with all other applicable codes and ordinances of the City,
including, but not limited to, the Zoning Ordinance, General Plan and its several
elements, and the appearance review guidelines.
FACT: The Home Depot Center is subject to a Master Sign Program. The Project will
comply with all other provisions of the Master Sign Program as applicable.
E. Lot Line Adjustment
11. FINDING: The original parcels were legally created.
FACT: All parcels were legally created through various legally recorded subdivision
maps and lot line adjustments as reflected in the proposed Preliminary Lot Line
Adjustment map.
12. FINDING: The parcels resulting from the lot line adjustment will conform to the City's
zoning ordinance and building regulations
FACT: The resulting parcel configuration contains smaller parcels than the existing 2-
acre minimum parcel size in the CPK zone. The municipal code allows smaller parcel
sizes with a Master Plan of Development. The project conforms to existing and
previously approved parcel sizes in the PD-9 overlay zone.
13. FINDING: The lot line adjustment will not result in a greater number of parcels than
originally existed, the lot line adjustment shall be approved.
FACT: No additional parcels will be created as a result of the Lot Line Adjustment.
SECTION 4. CEQA. The Planning Commission finds that the project is Categorically Exempt
from the requirements of the California Environmental Quality Act (CEQA) pursuant to Section
15332 (In-fill Development) exemptions of the CEQA Guidelines, in accordance with the Notice
of Exemption.
SECTION 5. Recommendation for Approval. The Planning Commission of the City of
Atascadero, in a regular session assembled on February 17, 2026, resolved to recommend the City
Council approve the Project consistent with the following:
EXHIBIT A: Amended PD-9 Text
EXHIBIT B: Conditions of Approval
EXHIBIT C: Project Plans
BE IT FURTHER RESOLVED, that a copy of this Resolution be delivered forthwith by the
Planning Commission Secretary to the City Council of the City of Atascadero.
Docusign Envelope ID: 3A179ECE-F7B3-4C88-8F7E-BAD49E7139BD
On motion by Vice Chairperson Anderon, and seconded by Commissioner Ferrell the foregoing
resolution is hereby adopted in its entirety by the following roll call vote:
AYES: Anderson, Ferrell, Heath, Jones, O’Malley, Pennachio, Keen (7)
NOES: (0)
ABSTAIN: (0)
ABSENT: (0)
ADOPTED: March 3, 2026
CITY OF ATASCADERO, CA
______________________________
Tori Keen
Planning Commission Chairperson
Attest:
______________________________
Phil Dunsmore
Planning Commission Secretary
Docusign Envelope ID: 3A179ECE-F7B3-4C88-8F7E-BAD49E7139BD
Exhibit A: Amended PD-9 Code
USE25-0069
§ 9-3.653 Establishment of Commercial Park Planned Development Overlay Zone No. 9: (PD9).
Commercial Park Planned Development Overlay Zone No. 9 is established as shown on the
official zoning maps (Section 9-1.102). The following development standards are established:
(a) A Master Plan of Development shall be approved prior to approving a plot plan, precise
plan, conditional use permit, tentative parcel map or tract map. The Master Plan shall
be applied for and processed in the manner prescribed for a conditional use permit
(Section 9-2.110).
(b) The proposed Master Plan of Development shall generally incorporate the mitigation
measures as contained in the final supplemental environmental impact report (EIR),
prepared by Site and Environmental Design, February 1992. Depending on the
proposed project, the EIR may need to be modified or expanded to address unforeseen
environmental impacts.
(c) In approving a Master Plan of Development, the level of processing for subsequent
projects or phases may be reduced to a plot plan; provided, that the Master Plan
contains sufficient detail to support such a determination.
(d) No subsequent plot plan, precise plan, conditional use permit, tentative parcel map or
tract map shall be approved unless found to be consistent with the approved Master
Plan of Development. Any amendment to the Master Plan, including conditions thereof,
shall be accomplished as set forth in subsection (a) of this section.
(e) In approving a Master Plan of Development for the site, the conditionally allowed land
uses are limited to the following:
(1) Automobile, mobilehome, and vehicle dealers and suppliers (see Section 9-
6.163 of this title);
(2) Accessory storage (see Section 9-6.103 of this title);
(3) Building materials and hardware (see Section 9-6.165 of this title);
(4) Business support services;
(5) Contract construction services;
(6) Eating and drinking places with drive-through facilities;
(7) Electronic and scientific instruments;
(8) Farm equipment and supplies;
(9) Furniture and fixtures;
(10) Horticultural specialties (see Section 9-6.116 of this title);
(11) Hotels, motels;
(12) Sales lots (see Section 9-6.139 of this title);
(13) Small scale manufacturing;
(14) Temporary events (see Section 9-6.177 of this title);
(15) Temporary/seasonal sales (see Section 9-6.174 of this title);
(16) Utility transmission facilities;
(17) Vehicle and equipment storage (see Section 9-6.183 of this title);
(18) Indoor recreation;
(19) Pipelines;
(20) Public assembly and entertainment.
(21) Auto Repair and Services limited to car wash uses
(f) Any development shall be served by City sewer.
Exhibit B: Conditions of Approval
USE25-0069
Conditions of Approval
USE25-0069
Westar Associates, LLC
805, 910, 920, and 940 El Camino Real
APNs 049-045-036, 049-045-034, 049-045-033, & 049-045-035
Timing
BL: Business License
GP: Grading Permit
BP: Building Permit
FI: Final Inspection
TO: Temporary Occupancy
FO: Final Occupancy
Responsibility
/Monitoring
PS: Planning Services
BS: Building Services
FD: Fire Department
PD: Police Department
CE: City Engineer
WW: Wastewater
CA: City Attorney
PLANNING DIVISION
1. This approval is for Project No. USE25-0069 which includes:
a. Lot Line Adjustment ATAL25-0042
b. A Conditional Use Permit with a parking reduction, driveway design
modification, and sign exception allowing for the development of a
5070 SF drive-through restaurant, a 4,200 SF commercial tenant
space, and a 4,000 SF drive-through carwash at the Home Depot
Center (APNs 049-045-036, 049-045-034, 049-045-033, & 049-045-
035)
The Project is approved as depicted and described on the attached
exhibits, and conditioned herein. The approval of these entitlements
project runs with the land, regardless of the owner.
Ongoing PS
2. The approval of these entitlements shall become final and effective for the
purposes of issuing building permits (14) days after the City Council hearing,
unless an appeal is made in accordance with the Atascadero Municipal
Code. No building permits shall be issued for the carwash building until the
associated zone change becomes effective. If City Council denies the
request for the associated text amendment allowing carwash uses in PD9,
then the approval of the carwash building shall be considered null-void and
that location shall be reserved as a future development pad.
Ongoing PS
1. In accordance with the Atascadero Municipal Code section 9-8.105, any
violation of any of the conditions of approval may be cause for revocation
of this entitlement and subject the applicant and/or future property
owners to the penalties set for in the Atascadero Municipal Code, as well
as any other available legal remedies.
Ongoing Ongoing
2. All conditions of approval the original Master Plan of Development (CUP
2000-0014) and associated active entitlements amending it will remain in
full force and effect unless otherwise modified herein.
3. The Community Development Department shall have the authority to
approve the following minor changes to the project that (1) modify the site
plan project by less than 10%, and/or (2) result in a superior site design or
appearance.
BP PS
4. Approval of these entitlements shall be valid for twenty-four (24) months
after its effective date. At the end of the period, the approval shall expire
BP PS
Conditions of Approval
USE25-0069
Westar Associates, LLC
805, 910, 920, and 940 El Camino Real
APNs 049-045-036, 049-045-034, 049-045-033, & 049-045-035
Timing
BL: Business License
GP: Grading Permit
BP: Building Permit
FI: Final Inspection
TO: Temporary Occupancy
FO: Final Occupancy
Responsibility
/Monitoring
PS: Planning Services
BS: Building Services
FD: Fire Department
PD: Police Department
CE: City Engineer
WW: Wastewater
CA: City Attorney
and become null and void unless the project has received a time extension
consistent with the Atascadero Municipal Code.
5. The applicant shall defend, indemnify, and hold harmless the City of
Atascadero or its agents, officers, and employees against any claim or
action brought to challenge an approval by the City, or any of its entities,
concerning this conditional use permit.
Ongoing PS
6. All site development shall be consistent with the attached exhibits. The
following modifications shall be incorporated into the construction plans
and verified during Planning Review of the associated Building Permits:
The drive-through restaurant building shall incorporate stone,
or similar material at the base of the building (36” high) on all
4 sides of the building, as approved by Planning Staff.
BP PS
7. A landscape and irrigation plan shall be approved prior to building permit
issuance. The landscape plan shall be submitted and include the
following:
a. All landscape species identified must be known to thrive in
Sunset Climate Zone 7.
b. All landscape areas shall include mulch.
All landscaping shall be installed consistent with the approved landscape
plans prior to final building inspection. The applicant shall maintain the
approved landscaping for the life of the project. All required plantings
shall be maintained in good growing condition, and in any case where a
required planting has not survived, shall be replaced with new plant
materials. All trees shall be maintained in a manner that allows trees to
grow to their full natural height and natural canopy. No growth
suppressants shall be permitted that result in stunting or modifying the
natural growth pattern of the tree. Compliance shall be monitored and
enforced during subsequent permitting for the facility.
BP, FI PS
8. All retaining walls and site walls shall be constructed of earth-toned
color texture block or similar material, unless otherwise specified.
BP PS
9. All other building and/or free-standing site signs will be consistent with
Master Sign Program (AUP 2000-0001) or as modified by attached
EXHIBIT H and J, unless otherwise specified. The following changes must
be incorporated into the proposed signs:
A. The carwash building shall be allowed to install three, 90 SF signs as
shown on the attached Project Plans.
B. The proposed monument sign shall use colors and materials
consistent with the architecture of commercial center and existing
signage.
BP PS
Conditions of Approval
USE25-0069
Westar Associates, LLC
805, 910, 920, and 940 El Camino Real
APNs 049-045-036, 049-045-034, 049-045-033, & 049-045-035
Timing
BL: Business License
GP: Grading Permit
BP: Building Permit
FI: Final Inspection
TO: Temporary Occupancy
FO: Final Occupancy
Responsibility
/Monitoring
PS: Planning Services
BS: Building Services
FD: Fire Department
PD: Police Department
CE: City Engineer
WW: Wastewater
CA: City Attorney
10. All ducts, meters, air conditioning equipment and all other mechanical
equipment, whether on the ground, on the structure or elsewhere, shall
be screened from public view with materials architecturally compatible
with the main structure and painted to match the color of the
surrounding building area or with landscaping. Gas and electric meters,
electric transformers, and large water piping systems shall be screened
from public view with approved architectural features and/or landscape
plantings to the greatest extent feasible.
BP / FO PS
11. All outdoor trash enclosures will be constructed of decorative masonry
materials, solid masonry, or split face, with solid metal doors. The
perimeter shall be landscaped. Trash enclosures may utilize stucco
provided the paint colors are compatible with the branding standards of
the selected tenant. All paint shall receive an anti-graffiti coating.
BP / FO PS
12. All site lighting shall comply with the City’s exterior lighting standards as
outlined in AMC § 9-4.137, including the selection of a fixtures with light
sources recessed a minimum of two inches into the shield or installing
equivalent shielding on all sides. New parking lot pole-mounted lighting
shall not exceed the height of the existing parking lot pole-mounted
lights. A photometric plan shall be submitted with building permits to
ensure compliance with Municipal Code standards and ensure no off-
site glare.
BP, GP PS
13. The carwash shall be constructed and outfitted to minimize operational
noise, including through the use of available noise suppression
technology and noise conscious equipment such as:
Dryer Silencers or Shrouds;
Variable frequency drives;
Acoustic baffles for tunnel entries and exits; and
Run silent vacuums
No dryer units shall exceed a manufacturer-specified operational noise
level of 70 dBA at 30 feet, or equivalent noise level at specified distance.
BP PS
14. Operating hours for the carwash shall be limited to 7:00 a.m. to 9:00
p.m.
ONGOING PS
15. Prior to issuance of building permits, the property owner shall provide
documentation of shared parking easements/agreements across the
center.
BP PS
PUBLIC WORKS CONDITIONS
16. The City Engineer shall have the authority to approve minor revisions to
the conditions below that, in the opinion of the City Engineer, are not
Ongoing CE
Conditions of Approval
USE25-0069
Westar Associates, LLC
805, 910, 920, and 940 El Camino Real
APNs 049-045-036, 049-045-034, 049-045-033, & 049-045-035
Timing
BL: Business License
GP: Grading Permit
BP: Building Permit
FI: Final Inspection
TO: Temporary Occupancy
FO: Final Occupancy
Responsibility
/Monitoring
PS: Planning Services
BS: Building Services
FD: Fire Department
PD: Police Department
CE: City Engineer
WW: Wastewater
CA: City Attorney
reasonably feasible to complete or incompatible with the facilitation of
the project.
17. The following onsite and public improvements must be completed by the
developer prior to final occupancy of any structure on the property and
approved by the City Engineer:
a. Protect and preserve in place the existing curb, gutter, and sidewalk
on El Camino Real and replace where damaged or modified during
construction.
b. Reconfigure the northbound El Camino Real approach lanes to the
San Ramon Road intersection to a center-though and right turn lane
with intersection lane control signage.
c. Reconfigure the northbound El Camino Real departure from the San
Ramon Road intersection to improve alignment with the
northbound approach reconfiguration and better define a left turn
lane pocket to the southern driveway while maintaining the through
lane alignment. It is expected that the center median north of San
Ramon Road may need to be modified to accommodate the
alignment improvement.
d. The southbound lane on El Camino Real approaching the NB freeway
onramp shall include pavement markings and/or signage
designating that lane as a freeway entrance lane only.
e. Left turns shall be prohibited from exiting the southern driveway and
appropriate signage installed. Lane separation striping (double-
yellow) shall be added to the south driveway on the west project site
to facilitate proper vehicular alignment for ingress/egress.
f. Evaluate potential improvements to the eastern site driveway at the
main carwash entry to maintain proper vehicle approach and
alignment. This may include, but is not limited to, widening of the
driveway, striping, or other measures to achieve adequate traffic
flow and alignment.
g. Add a stop sign at the intersection with the traffic circle for vehicles
that enter the southern driveway.
h. Refresh all pavement markings on El Camino Real between NB 101
off-ramp and the bridge over the railroad tracks, including all
markings at the San Ramon Road intersection.
All public improvements shall be constructed in conformance with the
City of Atascadero Engineering Department Standard Specifications and
Drawings, except as noted above or as approved by the City Engineer.
BP, GP CE
18. A traffic control/mitigation plan shall be submitted and approved prior
to temporary or final occupancy that details measures to be
implemented during the first month of opening and any other
abnormally high traffic volume event. The plan shall accommodate
traffic both on- and off-site. Should vehicle queuing or traffic impact El
Camino Real or other public streets, a licensed traffic control contractor
shall be hired by the owner/operator to facilitate traffic safety in
TO/FO/Ongoing CE
Conditions of Approval
USE25-0069
Westar Associates, LLC
805, 910, 920, and 940 El Camino Real
APNs 049-045-036, 049-045-034, 049-045-033, & 049-045-035
Timing
BL: Business License
GP: Grading Permit
BP: Building Permit
FI: Final Inspection
TO: Temporary Occupancy
FO: Final Occupancy
Responsibility
/Monitoring
PS: Planning Services
BS: Building Services
FD: Fire Department
PD: Police Department
CE: City Engineer
WW: Wastewater
CA: City Attorney
accordance with the approved mitigation plan. Should the mitigation
plan fail to adequately mitigate impacts to the satisfaction of the City
Engineer, a revised plan must be submitted and approved by the City
Engineer prior to continuing operation.
19. The developer shall designate a qualified licensed civil engineer to be
the engineer of work who will provide quality assurance for materials,
workmanship, and compliance with approved site-civil and public
improvement plans during construction of the project. The designated
engineer of work shall complete and sign a certificate of substantial
conformance form that all work has been completed and is in full
compliance with the approved plans.
FI CE
20. Prior to a final inspection of any permit the following City Stormwater
documents shall be completed and approved by the City Engineer:
ATAS - SWP-1001_Engineer Certification Form
ATAS - SWP-1003_OwnerAgentlnfo
ATAS- SWP-1007_Exhibit_B_lnstructions_SCM FORM
ATAS - SWP-1008_Stormwater System Plans and Manuals
ATAS - SWP-2002 Stormwater O&M Process and Form
Instructions
ATAS - SWP-3001_Stormwater System O&M_Agreement
ATAS - SWP-3002_Private Stormwater System Recorded
Notice
Any other stormwater documents required by the Water
Board or State of California.
Email publicworks@atascadero.org for copies of the above City
templates
BP, GP CE
21. A Storm Water Pollution Prevention Plan (SWPPP) is required prior to
any ground disturbing activities greater than 1 acre. The Waste
Discharger Identification (WDID) number provided upon acceptance of
the SWPPP into the State's SMARTS system registration shall be noted
on the Title Sheet of the relevant project plans. A project Qualified
Stormwater Professional (QSP) shall coordinate with the City Inspector
for State mandated storm water inspections and shall provide
verification of QSP inspections, monitoring, SWPPP modifications and
actions throughout project.
BP, GP CE
22. The property owner of any project constructing on-site stormwater
management facilities improvements shall enter into a Stormwater
Operation and Maintenance Plan/Agreement (OMP) which will be
recorded at the County Recorder’s office. The OMP shall include a
financial plan addressing annual and long-term maintenance as well as
replacement. Specific requirements for stormwater management may
be required to be identified in advance of building permit issuance.
TO/FO CE
23. All basins must be shown to completely drain within 72 hours, to the
satisfaction of the City Engineer.
BP, GP CE
Conditions of Approval
USE25-0069
Westar Associates, LLC
805, 910, 920, and 940 El Camino Real
APNs 049-045-036, 049-045-034, 049-045-033, & 049-045-035
Timing
BL: Business License
GP: Grading Permit
BP: Building Permit
FI: Final Inspection
TO: Temporary Occupancy
FO: Final Occupancy
Responsibility
/Monitoring
PS: Planning Services
BS: Building Services
FD: Fire Department
PD: Police Department
CE: City Engineer
WW: Wastewater
CA: City Attorney
a. Retention Basin. Any drainage basin which is used as a terminal
disposal facility shall be classified as a retention basin. If included
in the project, any retention basin shall comply with all applicable
State and local regulations including the following:
i. Percolation Test Required. A minimum of 3 percolation
tests per basin shall be submitted to the City Engineer for
review and approval prior to approval of the plans. The
project engineer shall submit calculations and a report
demonstrating the basin will drain within seven-days of a
single storm event as noted above. Deep soil borings may
be required in areas where there is concern of shallow
depth to groundwater or bedrock. Percolation tests shall
be performed at depths below the basin bottom.
b. Detention Basin. Any drainage basin which has a downstream
outlet designed to meter the outflow shall be classified as a
detention basin. If included in the project, any detention basin
shall comply with all applicable State and local regulations.
c. Subsurface Infiltration Basins. Subsurface basins may be used for
either retention or detention of site runoff, where their
application is suitable for project conditions. If included in the
project, any subsurface basins shall comply with all applicable
State and local regulations. Subsurface basins shall be limited to
locations where the depth to seasonally high groundwater is
greater than 10-feet below the deepest portion of the basin.
d. Drain Rock. Drain rock shall be clean, crushed granite (or clean,
angular rock of similar approved hardness) with rock size ranging
from 1-1/2-inch to 3/4-inch. Rock gradation shall conform to the
Specification of ASTM C-33 #4.
e. Operational Requirements.
i. Water quality of inflow (both sediment and chemical
loading) may require pretreatment or separation
j. Maintenance plan, including provisions for vehicular
access and confined-space entry safety requirements,
where applicable
k. A safe overflow path shall be identified on the plan and
may require easements
f. Overflow Path Required. The design of all drainage basins shall
identify the designated route for overflow. The Project Engineer
shall design the overflow path so that the flow in a 100- year
storm is non-erosive and will not damage downstream
improvements, including other basins. Easements may be
required for concentrated flows across multiple properties.
24. All non-residential uses/buildings must demonstrate that wastewater
effluent composition meets City requirements, or pre- treatment may be
required. Applicant shall provide anticipated wastewater composition
information upon request by City Engineer. For uses that require pre-
treatment, a sampling location shall be provided to sample effluent prior
to discharge to sewer main line.
BP, GP CE
Conditions of Approval
USE25-0069
Westar Associates, LLC
805, 910, 920, and 940 El Camino Real
APNs 049-045-036, 049-045-034, 049-045-033, & 049-045-035
Timing
BL: Business License
GP: Grading Permit
BP: Building Permit
FI: Final Inspection
TO: Temporary Occupancy
FO: Final Occupancy
Responsibility
/Monitoring
PS: Planning Services
BS: Building Services
FD: Fire Department
PD: Police Department
CE: City Engineer
WW: Wastewater
CA: City Attorney
25. All new and existing utilities (water, sewer, gas, electric, cable TV and
telephone) serving the Project shall be placed underground. Utilities shall
be designed in a manner to accommodate future extensions or connection
where feasible or required by the City.
BP, GP CE
26. Public utilities shall be installed in all public rights-of-way to the satisfaction
of the City Engineer. This shall include the installation of fiber optic cable or
conduit for such as appropriate.
BP, GP CE
27. The building shall be served with separate services for water, sewer, gas,
power, telephone, fiber/communication, and cable TV. Utility laterals shall
be located and constructed to each building in accordance with City
Engineering Standards and Standard Specifications and other applicable
codes. New and replacement utility distribution systems and services,
including all existing utilities along all project frontages, shall be constructed
underground, to the satisfaction of the City Engineer. The applicant shall be
responsible for the relocation and/or alteration of existing utilities.
BP, GP CE
28. Sewer capacity charges and fees will be due at building permit issuance. The
applicant shall pay sewer fees in effect at the time of Building Permit
issuance. If any unique uses are proposed, specific wastewater information
may be required to be submitted, subject to the request and approval of
the City Engineer.
BP CE
FIRE CONDITIONS
29. A Fire and site safety plan shall be submitted prior to approval of any
construction permits.
BP FD
30. The Building/Site Permit application shall provide a plan sheet showing
compliance with fire truck turning radii consistent with fire Standard F-7
and to the satisfaction of the City Fire Marshal.
BP FD
Exhibit C: Project Plans
USE25-0069
See Following Sheets
Scale
Job No.
Date
2021-0136
01
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422
Scale
Job No.
Date
2021-0136
02
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422
SITE PLAN
AS SHOWN
0 30 60’
SAN RAMON ROAD
HI
G
H
W
A
Y
1
0
1
AREA - A
±2.36 AC
PAD 1
D/T
5,070 SF
PAD 2
RETAIL/FOOD
4,200 SF
8
5
12
13
TE
TE
76'
-
6
"
82'-
4
"
PATIO
26
'
-
9
"
27'
25'
25'
EXISTING PUBLICBIKE TRAIL &PEDESTRIANACCESS
EXISTING PYLONSIGN
EXISTING 10'PUBLIC UTILITYEASEMENT
EXISTING PUBLICBIKEWAY &PEDESTRIANACCESS EASEMENT
10'
11'-9"
11
'
-
8
"
1
0
'
NEW PARKINGAREA
EXISTING STORMDRAIN MANHOLE,
TYPICAL
20'
10' TEL. EASMENT
1
5
'
-
2
"
EXISTING6' PUBLICUTILITYEASEMENT
6'
EXISTINGFIREHYDRANT
EXISTINGFIREHYDRANT
EXISTINGFIREHYDRANT
10'
3'10'
2'
1.56 AC
0.80 AC
25 STALLS
71 STALLS
2'10'3'10'
ORDERMENU
PICK-UPWINDOW
2'
10'
3'10'
PROPOSEDPEDESTRIANACCESS
8'
EXISTING STORMDRAIN PIPE
T
55'-
1
"
15'
18'
27'
23
28
7
UTILITIES CLOSET
BIKE
STO
R
A
G
E
BIKE RACK (2)BIKESTORAGE(2 BIKES)
BIKE RACK (4)
EXISTINGTESLA EVSUPER CHARGE(12 SPACES)
(E) CURBS TO BEDEMOLISHED
EXISTING
SPRINGHILL SUITES
66'
EL
C
A
M
I
N
O
R
E
A
L
EXISTING
STAPLES
±14,600 sf
PAD 3
PROPOSED
CARWASH
4,000 SF42
'
110'
26
'
14
'
18'
24
'
±1
8
'
-
9
"
PROPOSEDACCESS
T
15 VACUUM CLEANER STALLS
AREA - B
±3.32 AC
EXISTING
PARKING
TO REMAIN
EXISTINGLEFT-INTO REMAIN
PROPOSEDMONUMENT SIGN(UNDER SEPARATESUBMITTAL)
TE
19
'
26
'
19
'
11
'
-
5
"
10'-2"
141 STALLS
(E) LOADING
EXISTINGTRANSFORMERPAD
NEW TRASHENCLOSURE
EXISTINGACCESS
EXISTINGACCESS
±3
0
'
-
4
"
13'-6"
Scale
Date
Job No.
1" = 30'-0"
2025-12-03
2021-136
PROPOSED COMMERCIAL RETAIL PROJECT
NWC of SAN RAMON RD & EL CAMINO REAL, ATASCADERO, CA 93422
01SITE PLANN
0' 15' 30' 60'
AREA A
AREA-A PARKING PROVIDED: 96 STALLS
EV CAPABLE SPACES & EV WITH "EVCS*" INSTALLED REQUIRED : 21 STALLS
(SEE DETAIL OF EV REQUIREMENT BREAK DOWN BELOW):
NUMBER OF REQUIRED EV CAPABLE SPACES (LEVEL2): 17 STALLS
NUMBER OF REQUIRED EVCS SPACES (LEVEL 2)
STANDARD SPACE WITH "EVCS" : 3 STALLS
STANDARD ACCESSIBLE SPACE WITH "EVCS": 0
VAN ACCESSIBLE SPACE WITH "EVCS" : 1 STALL
EV CAPABLE SPACES & EV WITH "EVCS" INSTALLED PROVIDED:
Existing EVCS (Level 3) of "Tesla Super Charge" located at the East side of SpringHill Suites lot 12 STALLS
will be sufficient with the EVCS & EV Capable requirement stalls at the Site "Area - A".
BY NOTE ¹: 12 (LEVEL3) STALLS EQUIVALENT TO 60 (LEVEL 2) OF "EVCS" & EV CAPABLE REQUIRED STALLS
BIKE PARKING
SHORT TERM REQUIRED (@5% OF 96):
SHORT TERM PROVIDED:
LONG TERM REQUIRED (ASSUME ±25 EMPLOYEES @5%):
LONG TERM BIKE-LOCKER PROVIDED (2 BIKES / STORAGE):
*EVCS: ELECTRIC VEHICLE CHARGING STATIONS
**EVSE: ELECTRIC VEHICLE SUPPLY EQUIPMENT
***DCFC: DIRECT CURRENT FAST CHARGING
2022 CALIFORNIA BUILDING CODE, Accessible EVCS
Table 11B-228.3.2.1 Electric Vehicle Charging Station for Public use and Common use.
NOTE:
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE,
Table 5-106.5.3.1 EV CAPABLE SPACES;
¹: 5.106.5.3.2.1 REDUCED NUMBER OF EV CAPABLE SPACES;
"The installation of each ***DCFC EVSE shall be permitted to reduce the minimum number of required EV capable
spaces without EVSE or EVCS with Level 2 EVSE by five and reduce proportionally the required electrical
load capacity to the service panel or subpanel."
5
6
2
2
Scale
Job No.
Date
2021-0136
03
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422
CONTEXTUAL ARCHITECTURE REFERENCE
0” = 00’
EXISTING SPRINGHILL SUITES by MARRIOTT
EXISTING STAPLES OFFICE SUPERSTORE
EXISTING VERIZON BUILDING
EXISTING STARBUCKS COFFEE BUILDING
EXISTING SURROUNDING BUILDINGS
Scale
Job No.
Date
2021-0136
04
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422
AERIAL PERSPECTIVE -1
0” = 00’
Scale
Job No.
Date
2021-0136
05
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422
PAD-2 PERSPECTIVE VIEWS
0” = 00’
POV-4
POV-1
POV-3
POV-2
POV-4
PPPPPPPPPPPPOOOOOOOOOOOOOOOOOOOOVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV--------------44444444444444444444444444444444444444444444444PPPPPPPPPPPOOOOOOOOOOOOOOOOOOOOOOVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV--------------44444444444444444444444444444444444444444444444
H
W
A
Y
1
0
1
HI
G
H
W
H
W
PAPAD 2PARETAIL/FL/FOODL/F4,200 SFFF
7676'-6"
76
PPATIO
EXISTING PUBLICBIKE TRAIL &PEDESTRIANACCESS
EXISTINGNG PUBLICEEBIKEWWAY &BBPEDESTRSTRIANPPACCESS EASEASEMENTAA
EASMENTT10' TEL.
EXISTINGE
55'-1"
EXISTINGTESLA EVSUPER CHARGE(12 SPACES)
EXISTINGSPRINGHILL SUITES
EXISTINGSTAPLES±14,600 sf
±3.32 AC±±CA±3
3
2
EXISTINGGEXPARKINGGPTO REMAINI
141 STALLSA
(E) LOADING
Scale
Job No.
Date
2021-0136
06
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422
PAD-2 FACADE ELEVATIONS
1/8” = 1-0’
0 8 16’
RT P3 P3 P4 P1 P3 P4 C2 ST1LSC1C1
RT C1P3P4P2P3
+31’-0”
+21’-0”+23’-0”
+21’-0”
+23’-0”
EAST ELEVATION
WEST ELEVATION
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 7320W
FLEMISH LACE
P1
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 5742M
SAND DUNE
P2
FOAM CORNICES
PAINT TO MATCH
KILZ- PXO587
PLAZA BUFF
P3
STUCCO
PAINT TO MATCH
SW-9166
DRIFT MIST
P4
CANVAS CANOPY
COLOR TO MATCH
CANVAS TEAK
BY SUNBRELLA
C1
METAL FLAT CANOPY
COLOR TO MATCH
SW- 62637
DARK NIGHT
C2
ST1
BL1
STANDING SEAM METAL ROOF
ON CANOPY STRUCTURES
TO MATCH ROOF TILE COLOR
SM
DECORATIVE LIGHT
SCONCE BY PEMCO
LIGHTING PRODUCTS
8” RADIANT TYPE V -60 W
LS
MATERIALS / FINISHES:
ROOF TILE
TO MATCH EXISTING BUILDING
ROOF MATERIAL BY DELEO CO.
S-TYPE CLAY ROOF TILE
RTQUARTETTO
AMBRA QUO2 8” X 8” TILES
BY DALTILE
ORCO BLOCK
NATURAL GRAY MW 6” X 8” X 14”
SPLIT FACE
H
W
A
Y
1
0
1
HI
G
H
W
H
W
PAPAD 2PARETAIL/FL/FOODL/F4,200 SFFF
7676'-6"
76
PPATIO
EXISTING PUBLICBIKE TRAIL &PEDESTRIANACCESS
EXISTINGNG PUBLICEEBIKEWWAY &BBPEDESTRSTRIANPPACCESS EASEASEMENTAA
EASMENTT10' TEL.
EXISTINGE
55'-1"
EXISTINGTESLA EVSUPER CHARGE(12 SPACES)
EXISTINGSPRINGHILL SUITES
EXISTINGSTAPLES±14,600 sf
±3.32 AC±±CA±3
3
2
EXISTINGGEXPARKINGGPTO REMAINI
141 STALLSA
(E) LOADING
Scale
Job No.
Date
2021-0136
07
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422
PAD-2 FACADE ELEVATIONS
0 8 16’
1/8” = 1-0’
P3 P4 P1RTC2
P3C1P1 RTLSC1
P3
+21’-0”+23’-0”
+31’-0”
+21’-0”
NORTH ELEVATION
SOUTH ELEVATION
P3
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 7320W
FLEMISH LACE
P1
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 5742M
SAND DUNE
P2
FOAM CORNICES
PAINT TO MATCH
KILZ- PXO587
PLAZA BUFF
P3
STUCCO
PAINT TO MATCH
SW-9166
DRIFT MIST
P4
CANVAS CANOPY
COLOR TO MATCH
CANVAS TEAK
BY SUNBRELLA
C1
METAL FLAT CANOPY
COLOR TO MATCH
SW- 62637
DARK NIGHT
C2
ST1
BL1
STANDING SEAM METAL ROOF
ON CANOPY STRUCTURES
TO MATCH ROOF TILE COLOR
SM
DECORATIVE LIGHT
SCONCE BY PEMCO
LIGHTING PRODUCTS
8” RADIANT TYPE V -60 W
LS
MATERIALS / FINISHES:
ROOF TILE
TO MATCH EXISTING BUILDING
ROOF MATERIAL BY DELEO CO.
S-TYPE CLAY ROOF TILE
RTQUARTETTO
AMBRA QUO2 8” X 8” TILES
BY DALTILE
ORCO BLOCK
NATURAL GRAY MW 6” X 8” X 14”
SPLIT FACE
H
W
A
Y
1
0
1
HI
G
H
W
H
W
PAPAD 2PARETAIL/FL/FOODL/F4,200 SFFF
7676'-6"
76
PPATIO
EXISTING PUBLICBIKE TRAIL &PEDESTRIANACCESS
EXISTINGNG PUBLICEEBIKEWWAY &BBPEDESTRSTRIANPPACCESS EASEASEMENTAA
EASMENTT10' TEL.
EXISTINGE
55'-1"
EXISTINGTESLA EVSUPER CHARGE(12 SPACES)
EXISTINGSPRINGHILL SUITES
EXISTINGSTAPLES±14,600 sf
±3.32 AC±±CA±3
3
2
EXISTINGGEXPARKINGGPTO REMAINI
141 STALLSA
(E) LOADING
Scale
Job No.
Date
2021-0136
08
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422 0” = 00’
PAD-3 (CAR WASH) PERSPECTIVE VIEWS
POV-2
POV-4
POV-5
POV-1
POV-2
POV-1
POV-2
( WITH THE CANOPY STRUCTURES AT THE VACUUM AREA)
( WITH THE CANOPY STRUCTURES AT THE VACUUM AREA)
( WITHOUT THE CANOPY STRUCTURES )
( WITHOUT THE CANOPY STRUCTURES )
PPPPPPPPOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOVVVVVV 222222222222222222222222222222222PPPPPPPPOOOOOOOOOOOOOOOOOOOOOOOOOOOOVVVVVV2222222222222222222222222222222
VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV----------44444444444444444444444444444444444444444444444444444VVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV----------4444444444444444444444444444444444444444444
VV----------------VVVVVV--------------------VVVVVVVV--VVVVVVVVVVVVVVVVVVVVVVVV
PPPPPOOOOOOOOOOOOOOOOOOOOOOOOOOOOOVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV-----555555PPPPPOOOOOOOOOOOOOOOOOOOOOVVVVVVVVVVVVVVVVVVVVVVVVVVVVV--------555555OOOOOOOOOOOOOOOOOOV
PPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPPOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVVV
VV
OOV
H
W
A
Y
1
0
1
HI
G
H
W
H
W
PAPAD 2PARETAIL/FL/FOODL/F4,200 SFFF
7676'-6"
76
PATIO
EXISTING PUBLICBIKE TRAIL &PEDESTRIANACCESS
EXISTING PUBLICEEBIKEWAY &BBPEDESTRIANPPACCESS EASEMENTAA
EASMENT10' TEL.
EXISTINGE
55'-1"
VVVV--V--V-VEXISTINGSPRINGHILL SUITES
EXISTINGSTAPLES±14,600 sf
±3.32 AC±±CA±3
3
2
EXISTINGGEXPARKINGGPTO REMAINI
141 STALLSA
(E) LOADING
Scale
Job No.
Date
2021-0136
09
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422
PAD-3 (CAR WASH) FACADE ELEVATIONS
0 8 16’
1/8” = 1-0’
RT P3 P2 P3 P1P1P4P3P3C2P2P3
RT P3 P2 P3 P2P1P4P1SMC2ST2P3
+25’-0”
+20’-8”
+22’-8”
+38’-0”
+25’-0”
+20’-8”
+22’-8”
+38’-0”
+17’-9”
+15’-3”
SOUTH ELEVATION
SOUTH ELEVATION
( WITH THE CANOPY STRUCTURES AT THE VACUUM AREA)
( WITHOUT THE CANOPY STRUCTURES )
ST1
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 7320W
FLEMISH LACE
P1
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 5742M
SAND DUNE
P2
FOAM CORNICES
PAINT TO MATCH
KILZ- PXO587
PLAZA BUFF
P3
STUCCO
PAINT TO MATCH
SW-9166
DRIFT MIST
P4
CANVAS CANOPY
COLOR TO MATCH
CANVAS TEAK
BY SUNBRELLA
C1
METAL FLAT CANOPY
COLOR TO MATCH
SW- 62637
DARK NIGHT
C2
ST1
BL1
STANDING SEAM METAL ROOF
ON CANOPY STRUCTURES
TO MATCH ROOF TILE COLOR
SM
DECORATIVE LIGHT
SCONCE BY PEMCO
LIGHTING PRODUCTS
8” RADIANT TYPE V -60 W
LS
MATERIALS / FINISHES:
ROOF TILE
TO MATCH EXISTING BUILDING
ROOF MATERIAL BY DELEO CO.
S-TYPE CLAY ROOF TILE
RTQUARTETTO
AMBRA QUO2 8” X 8” TILES
BY DALTILE
ORCO BLOCK
NATURAL GRAY MW 6” X 8” X 14”
SPLIT FACE
H
W
A
Y
1
0
1
HI
G
H
W
H
W
PAPAD 2PARETAIL/FL/FOODL/F4,200 SFFF
7676'-6"
76
PATIO
EXISTING PUBLICBIKE TRAIL &PEDESTRIANACCESS
EXISTING PUBLICEEBIKEWAY &BBPEDESTRIANPPACCESS EASEMENTAA
EASMENT10' TEL.
EXISTINGE
55'-1"
EXISTINGTESLA EVSUPER CHARGE(12 SPACES)
EXISTINGSPRINGHILL SUITES
EXISTINGSTAPLES±14,600 sf
±3.32 AC±±CA±3
3
2
EXISTINGGEXPARKINGGPTO REMAINI
141 STALLSA
(E) LOADING
Scale
Job No.
Date
2021-0136
10
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422
PAD-3 (CAR WASH) FACADE ELEVATIONS
0 8 16’
1/8” = 1-0’
P2RTP3 RTP1 P3 C2LSC2
P2RTP3P1 LSRTP3C2 C2
+25’-0”
+22’-8”
+17’-9”
+15’-3”+15’-3”
+17’-9”
+38’-0”
+22’-8”
+15’-3”+15’-3”
+17’-9”+17’-9”
EAST ELEVATION
WEST ELEVATION
P2
P2
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 7320W
FLEMISH LACE
P1
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 5742M
SAND DUNE
P2
FOAM CORNICES
PAINT TO MATCH
KILZ- PXO587
PLAZA BUFF
P3
STUCCO
PAINT TO MATCH
SW-9166
DRIFT MIST
P4
CANVAS CANOPY
COLOR TO MATCH
CANVAS TEAK
BY SUNBRELLA
C1
METAL FLAT CANOPY
COLOR TO MATCH
SW- 62637
DARK NIGHT
C2
ST1
BL1
STANDING SEAM METAL ROOF
ON CANOPY STRUCTURES
TO MATCH ROOF TILE COLOR
SM
DECORATIVE LIGHT
SCONCE BY PEMCO
LIGHTING PRODUCTS
8” RADIANT TYPE V -60 W
LS
MATERIALS / FINISHES:
ROOF TILE
TO MATCH EXISTING BUILDING
ROOF MATERIAL BY DELEO CO.
S-TYPE CLAY ROOF TILE
RTQUARTETTO
AMBRA QUO2 8” X 8” TILES
BY DALTILE
ORCO BLOCK
NATURAL GRAY MW 6” X 8” X 14”
SPLIT FACE
H
W
A
Y
1
0
1
HI
G
H
W
H
W
PAPAD 2PARETAIL/FL/FOODL/F4,200 SFFF
7676'-6"
76
PATIO
EXISTING PUBLICBIKE TRAIL &PEDESTRIANACCESS
EXISTING PUBLICEEBIKEWAY &BBPEDESTRIANPPACCESS EASEMENTAA
EASMENT10' TEL.
EXISTINGE
55'-1"
EXISTINGTESLA EVSUPER CHARGE(12 SPACES)
EXISTINGSPRINGHILL SUITES
EXISTINGSTAPLES±14,600 sf
±3.32 AC±±CA±3
3
2
EXISTINGGEXPARKINGGPTO REMAINI
141 STALLSA
(E) LOADING
Scale
Job No.
Date
2021-0136
11
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422
PAD-3 (CAR WASH) FACADE ELEVATIONS
0 8 16’
1/8” = 1-0’
P3 P3 LS P3 P1P1P3P4C2P3 RT
+38’-0”
+22’-8”
+25’-0”
+20’-8”
NORTH ELEVATION
P2
+22’-8”
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 7320W
FLEMISH LACE
P1
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 5742M
SAND DUNE
P2
FOAM CORNICES
PAINT TO MATCH
KILZ- PXO587
PLAZA BUFF
P3
STUCCO
PAINT TO MATCH
SW-9166
DRIFT MIST
P4
CANVAS CANOPY
COLOR TO MATCH
CANVAS TEAK
BY SUNBRELLA
C1
METAL FLAT CANOPY
COLOR TO MATCH
SW- 62637
DARK NIGHT
C2
ST1
BL1
STANDING SEAM METAL ROOF
ON CANOPY STRUCTURES
TO MATCH ROOF TILE COLOR
SM
DECORATIVE LIGHT
SCONCE BY PEMCO
LIGHTING PRODUCTS
8” RADIANT TYPE V -60 W
LS
MATERIALS / FINISHES:
ROOF TILE
TO MATCH EXISTING BUILDING
ROOF MATERIAL BY DELEO CO.
S-TYPE CLAY ROOF TILE
RTQUARTETTO
AMBRA QUO2 8” X 8” TILES
BY DALTILE
ORCO BLOCK
NATURAL GRAY MW 6” X 8” X 14”
SPLIT FACE
H
W
A
Y
1
0
1
HI
G
H
W
H
W
PAPAD 2PARETAIL/FL/FOODL/F4,200 SFFF
7676'-6"
76
PATIO
EXISTING PUBLICBIKE TRAIL &PEDESTRIANACCESS
EXISTING PUBLICEEBIKEWAY &BBPEDESTRIANPPACCESS EASEMENTAA
EASMENT10' TEL.
EXISTINGE
55'-1"
EXISTINGTESLA EVSUPER CHARGE(12 SPACES)
EXISTINGSPRINGHILL SUITES
EXISTINGSTAPLES±14,600 sf
±3.32 AC±±CA±3
3
2
EXISTINGGEXPARKINGGPTO REMAINI
141 STALLSA
(E) LOADING
Scale
Job No.
Date
2021-0136
12
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422
TRASH ENCLOSURES
0 5 10’
3/16” = 1-0’
C2
BL1
C2
BL1
C2
BL1
C2
BL1
CORRUGATED METAL DOOR
WITH 2” X 4” METAL FRAMES
CORRUGATED METAL DOOR
WITH 2” X 4” METAL FRAMES
RT - ROOF TILE WITH 2% SLOPE
INSIDE 15” STEEL FACIA FRAME
RT - ROOF TILE WITH 2% SLOPE
INSIDE 15” STEEL FACIA FRAME
TE-1 ELEVATION
TE-1 FLOOR PLAN
TE-2 ELEVATION
TE-2 FLOOR PLAN
TE-3 ELEVATION
TE-3 FLOOR PLAN
TE-4 ELEVATION
TE-4 FLOOR PLAN
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 7320W
FLEMISH LACE
P1
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 5742M
SAND DUNE
P2
FOAM CORNICES
PAINT TO MATCH
KILZ- PXO587
PLAZA BUFF
P3
STUCCO
PAINT TO MATCH
SW-9166
DRIFT MIST
P4
CANVAS CANOPY
COLOR TO MATCH
CANVAS TEAK
BY SUNBRELLA
C1
METAL FLAT CANOPY
COLOR TO MATCH
SW- 62637
DARK NIGHT
C2
ST1
BL1
STANDING SEAM METAL ROOF
ON CANOPY STRUCTURES
TO MATCH ROOF TILE COLOR
SM
DECORATIVE LIGHT
SCONCE BY PEMCO
LIGHTING PRODUCTS
8” RADIANT TYPE V -60 W
LS
MATERIALS / FINISHES:
ROOF TILE
TO MATCH EXISTING BUILDING
ROOF MATERIAL BY DELEO CO.
S-TYPE CLAY ROOF TILE
RTQUARTETTO
AMBRA QUO2 8” X 8” TILES
BY DALTILE
ORCO BLOCK
NATURAL GRAY MW 6” X 8” X 14”
SPLIT FACE
H
W
A
Y
1
0
1
HI
G
H
W
H
W
PAPAD 2PARETAIL/FL/FOODL/F4,200 SFFF
7676'-6"
76
PATIO
EXISTING PUBLICBIKE TRAIL &PEDESTRIANACCESS
EXISTING PUBLICEEBIKEWAY &BBPEDESTRIANPPACCESS EASEMENTAA
EASMENT10' TEL.
EXISTINGEFIREF
55'-1"
EXISTINGTESLA EVSUPER CHARGE(12 SPACES)
EXISTINGSPRINGHILL SUITES
EXISTINGSTAPLES±14,600 sf
±3.32 AC±±CA±3
3
2
EXISTINGGEXPARKINGGPTO REMAINI
141 STALLSA
(E) LOADING
Scale
Job No.
Date
2021-0136
13
2025-12-04
PROPOSED COMMERCIAL RETAIL
NWC of SAN RAMON RD. & EL CAMINO REAL, ATASCADERO, CA 93422 0” = 00’
MATERIAL BOARD
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 7320W
FLEMISH LACE
P1
STUCCO
PAINT TO MATCH
FRAZEE PAINT - 5742M
SAND DUNE
P2
FOAM CORNICES
PAINT TO MATCH
KILZ- PXO587
PLAZA BUFF
P3
STUCCO
PAINT TO MATCH
SW-9166
DRIFT MIST
P4 CANVAS CANOPY
COLOR TO MATCH
CANVAS TEAK
BY SUNBRELLA
C1 METAL FLAT CANOPY
COLOR TO MATCH
SW- 62637
DARK NIGHT
C2
DECORATIVE LIGHT
SCONCE BY PEMCO
LIGHTING PRODUCTS
8” RADIANT TYPE V -60 W
LS
ROOF TILE
TO MATCH EXISTING BUILDING
ROOF MATERIAL BY DELEO CO.
S-TYPE CLAY ROOF TILE
RT
STANDING SEAM METALROOF
ON CANOPY STRUCTURES
TO MATCH ROOF TILE COLOR
SM
QUARTETTO
AMBRA QUO2 8” X 8” TILES
BY DALTILE
ST1
ORCO BLOCK
NATURAL GRAY MW 6” X 8” X 14”
SPLIT FACE
BL1
EL
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LOT LINE ADJUSTMENT MAP
VICINITY MAP
GARING, TAYLOR ASSOCIATES, INC .
141 South Elm Street, Arroyo Grande, CA 93420 (805) 489-1321
PRELIMINARY LOT LINE ADJUSTMENT MAP
FOR
ATAL25-0042
EXISTING PARCEL LAYOUT
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EXISTING CONDITIONS
725 & 920 EL CAMINO REAL, ATASCADERO, CA 93422
ecember GARING, TAYLOR ASSOCIATES, INC .
141 South Elm Street, Arroyo Grande, CA 93420 (805) 489-1321
VICINITY MAP
NO
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ecember GARING, TAYLOR ASSOCIATES, INC .
141 South Elm Street, Arroyo Grande, CA 93420 (805) 489-1321
PRELIMINARY GRADING, DRAINAGE & UTILITY PLAN
RETAIL DEVELOPMENT (920 EL CAMINO REAL, ATASCADERO)
CHAMBER SECTION
EL
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ecember GARING, TAYLOR ASSOCIATES, INC .
141 South Elm Street, Arroyo Grande, CA 93420 (805) 489-1321
PRELIMINARY GRADING, DRAINAGE & UTILITY PLAN
CARWASH DEVELOPMENT (725 EL CAMINO REAL, ATASCADERO)
CHAMBER SECTION
NO
PARKI
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NO
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SAN RAMON
R
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.
ecember GARING, TAYLOR ASSOCIATES, INC .
141 South Elm Street, Arroyo Grande, CA 93420 (805) 489-1321
CHICK-FIL-A / RETAIL LOT: FIRE VEHICLE TURNING EXHIBIT
EL
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ecember GARING, TAYLOR ASSOCIATES, INC .
141 South Elm Street, Arroyo Grande, CA 93420 (805) 489-1321
CARWASH LOT - FIRE VEHICLE TURNING EXHIBIT
NO
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NO
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SAN RAMON
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.
ecember GARING, TAYLOR ASSOCIATES, INC .
141 South Elm Street, Arroyo Grande, CA 93420 (805) 489-1321
CHICK-FIL-A / RETAIL LOT: WB-40 TRACTOR TRAILER ENTRY/EGRESS EXHIBIT
NO
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TRASH
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CANOPY
CANOPY
ML ML ML ML ML
ML
ML
24" boxSMOKE TREECOTINUS COGGYGRIA
PLANTING LEGEND
TREES
BOTANICAL NAMESYMBOL SIZECOMMON NAME
24" box
24" boxWESTERN REDBUDCERCIS OCCIDENTALIS
24" boxCALIFORNIA LAURELUMBELLULARIA
'PURPUREA'
PURPLE LEAF PLUMPRUNUS CERASIFERA
'THUNDERCLOUD'
CALIFORNICA
BOTANICAL NAME COMMON NAME
24" boxCALIFORNIA SYCAMOREPLATANUS RACEMOSA
24" boxHOLLY OAKQUERCUS ILEX
CALIFORNIA NATIVE
CALIFORNIA NATIVE
SHRUBS
NOTE: ALL SHRUB PLANTING AREAS ARE TO RECEIVE A
GROUNDCOVERS
BOTANICAL NAMESYMBOL COMMON NAME
EUCALYPTUS NCN
'MOON LAGOON'
ARCTOSTAPHYLOS DENSIFLORA
CISTUS X SKANBERGII
LEUCADENDRON SALIGNUM X
LAUREOLUM 'EBONY'
'HOWARD MC MINN'
VINE HILL MANZANITA
ROCKROSE
EBONY CONEFLOWER
15 gal
5 gal
15 gal
5 gal
1 gal
MUHLENBERGIA CAPILLARIS
'WHITE CLOUD'
WHITE MUHLY
OLEA EUROPAEA DWARF OLIVE
YUCCA GLORIOSA SPANISH DAGGER
'BRIGHT STAR'
5 gal
5 gal
15 gal
ML
CALAMAGROSTIS X ACUTIFLORA
'KARL FOERSTER'
FEATHER REED GRASS 5 gal
LOROPETALUM CHINENSE
'JAZZ HANDS-PINK'
NCN 5 gal
BLUE-EYED GRASSSISYRINCHIUM BELLUM
FLAX LILY CULTIVARDIANELLA 'COOL VISTA'50%
50%
1 gal
HESPERALOE PARVIFLORA RED YUCCA 5 gal
'PINK PARADISE'
3" THICK LAYER OF ORGANIC BARK MULCH.
BERBERIS THUNBERGIA
'CHERRY BOMB'
BARBERRY 5 gal
'MONTRA'
SIZE
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SCALE: 1" = 40'-0"
0 40 8020 120
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11/30/2025date:
Renewal Date
Signature
Date
#3934ROBERTA.GAR
C
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LICENS E D L A NDSCAPE
A
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H
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5/31/26
S
T
ATE OF C A L I F O RN IA11/30/25
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ATASCADERO CENTER - OVERALL PLAN
'PAD 2'
SEE SHEET L1.1 FOR PRELIMINARY
LANDSCAPE PLAN &
SHEET L2.0 FOR PRELIMINARY
IRRIGATION PLAN
'PAD 2'
SEE SHEET L1.2 FOR PRELIMINARY
LANDSCAPE PLAN &
SHEET L2.1 FOR PRELIMINARY
IRRIGATION PLAN
NO
PARKI
N
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NO
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RETAIL/FOOD
TRA
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LIMIT OF WORK
LIM
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EXISTING
HOTEL SITE
CHICK-FIL A
SITE
EXI
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EXISTING
SIGNAGE
EXISTING OFF-SITE
TREE TO REMAIN,
PROTECT IN PLACE
EXISTING TREE TO
BE REMOVED
HI
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ML
ML
ML
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D.G. ONLY
ML
8' WIDE D.G.
ACCESS PATH
REPAIR/REPLACE
EXISTING PLANTING
WITH SAME,
HATCHED AREA.
(2) NEW TREES
PER LEGEND
TREES WITH
TREE GRATES,
SEE LEGEND
24" boxCALIFORNIA SYCAMOREPLATANUS RACEMOSA
PLANTING LEGEND
TREES
BOTANICAL NAMESYMBOL SIZECOMMON NAME
24" box
24" boxHOLLY OAKQUERCUS ILEX
QTY REMARKS WUCOLS IV
REGION 1
STANDARD
DECIDUOUS
STANDARD
DECIDUOUS
STANDARD
EVERGREEN
L
M
M
3
5
1
CALIFORNIA NATIVE
PURPLE LEAF PLUMPRUNUS CERASIFERA
'THUNDERCLOUD'
SHRUBS
TREE GRATE: IRONSMITH 4804 OLYMPIAN TREE GRATE - 48" X 48" - (3) TOTAL - SEE DETAIL THIS SHEET
GROUNDCOVERS
BOTANICAL NAMESYMBOL COMMON NAME
EUCALYPTUS NCN
'MOON LAGOON'
CISTUS X SKANBERGII
LEUCADENDRON SALIGNUM X
LAUREOLUM 'EBONY'
ROCKROSE
EBONY CONEBUSH
5 gal
15 gal
5 gal
1 gal
As shown
As shown
24" o.c.
L
L
L
L
L
13
5
10
243 S.F.
MUHLENBERGIA CAPILLARIS
'WHITE CLOUD'
WHITE MUHLY
BERBERIS THUNBERGIA JERUSALEM SAGE
YUCCA GLORIOSA SPANISH DAGGER
'BRIGHT STAR'
5 gal
5 gal
15 gal
37
36
2
EXISTING TREE TO BE REMOVED WITHIN LIMIT OF WORK - (1) TOTAL
L
L
L
ML
CALAMAGROSTIS X ACUTIFLORA
'KARL FOERSTER'
FEATHER REED GRASS 5 gal M39
LOROPETALUM CHINENSE
'JAZZ HANDS-PINK'
NCN 5 gal 17
L
BLUE-EYED GRASSSISYRINCHIUM BELLUM
FLAX LILY CULTIVARDIANELLA 'COOL VISTA'50%
50%
1 gal 243 S.F.24" o.c.L
As shown
As shown
As shown
As shown
As shown
As shown
8' WIDE ACCESS PATH TO BE DECOMPOSED GRANITE, COMPACTED & WITH BASE FOR VEHICULAR USE.
24" box MULTI TRUNK
DECIDUOUS
L3WESTERN REDBUDCERCIS OCCIDENTALIS
SIZE QTY REMARKS
WUCOLS IV
REGION 1
3' T - 6' W
4'-10' T 8' W
3' T & W
5' T & W
4' T & W
3' T - 4' W
4' T & W
MATURE
SIZE
OLEA EUROPAEA
'MONTRA'
DWARF OLIVE 5 gal 18 As shown 6' T & W
NOTE: ALL SHRUB PLANTING AREAS ARE TO RECEIVE A 3" THICK LAYER OF ORGANIC BARK MULCH.
FINISH & COLOR TO BE DETERMINED, IRONSMITH (800) 338-4766
'CHERRY BOMB'
YES
SUNSET
ZONE #7
YES
YES
YES
YES
YES
YES
YES
YES
YES
SUNSET
ZONE #7
YES
YES
YES
EXISTING TREE TO REMAIN WITHIN LIMIT OF WORK - (1) TOTAL
YES
YES
SHRUB & GROUNDCOVER AREA:
TURF AREA:
TOTAL LANDSCAPE AREA:
5,219 S.F.
0 S.F.
6,029 S.F.
DECOMPOSED GRANITE:810 S.F.
LANDSCAPE CALCULATIONS
1.CONTRACTOR IS TO REVIEW PLANS, VERIFY SITE CONDITIONS AND PLANT QUANTITIES PRIOR TO INSTALLATION. CONFLICTS BETWEEN THE SITE AND THESE PLANS
OR WITHIN THESE PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO LANDSCAPE INSTALLATION. ANY DEVIATION(S)
FROM THE PLANS OR SPECIFICATIONS IS TO HAVE WRITTEN APPROVAL.
2.ALL PLANT MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 'AMERICAN NURSERY AND LANDSCAPE ASSOCIATION' STANDARDS. www.anla.org
3.LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY CONTRACTOR PRIOR TO INSTALLATION.
4.CONTRACTOR TO INCLUDE IN HIS BID THE REPAIR OF ANY AND ALL DAMAGE RESULTING FROM INSTALLATION OF PLANTING ITEMS. CONNECT TO EXISTING
CONDITIONS.
5.ALL PROPOSED TREES ARE TO BE PLANTED AT MINIMUM TEN (10) FEET AWAY FROM ALL PUBLIC WATER FACILITIES, INLCUDING HYDRANTS, DCD'S AND RPS.
6.INSTALL TREE ROOT CONTROL BARRIERS WITH ALL TREES THAT ARE PLACED FIVE (5) FEET AND CLOSER TO HARDSCAPE IMPROVEMENTS, INCLUDING FLATWORK,
CURBS AND RAISED PLANTERS. ROOT BARRIERS SHALL BE 16 FEET IN LENGTH MINIMUM (8 FEET EACH SIDE OF TREE).
7.FINISH GRADE TO BE 2" BELOW TOP OF CURB OR SIDEWALK FOR PLANTING AREAS.
8.FERTILIZER FOR ALL PLANTING AREAS SHALL BE AS SPECIFIED WITHIN THE SOILS REPORT.
9.ALL PLANTING AND IRRIGATION ON THIS PROJECT TO MEET OR EXCEED CITY, COUNTY, AND/OR AGENCY LANDSCAPE GUIDELINES, STANDARDS AND REQUIREMENTS.
10.ALL PLANTER AREAS SHALL BE TOP DRESSED WITH 3" MINIMUM ORGANIC MULCH COVER.
11.ALL PLANTING AREAS SHALL BE IRRIGATED WITH SUB-GRADE BUBBLERS FOR TREES AND DRIPLINE OR DRIP EMITTERS FOR SHRUBS/GROUND COVERS. CONNECTED
TO AUTOMATIC REMOTE CONTROL VALVES AND TIED INTO AN AUTOMATIC IRRIGATION "SMART" CONTROLLER.
12.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF CONTINUOUS WATERING, PRUNING, RAISING TREE BALLS WHICH SETTLE BELOW
GRADE, FERTILIZING, APPLICATION OF SPRAYS WHICH ARE NECESSARY TO KEEP THE PLANTINGS FREE OF INSECTS AND DISEASES, WEEDING, AND/OR OTHER OPERATIONS
NECESSARY FOR PROPER CARE AND UPKEEP. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS AS SPECIFIED ABOVE FOR A PERIOD OF NINETY (90) DAYS.
13.ALL PLANTER BEDS TO BE AMENDED WITH SOIL PREPARATION PER SPECIFICATIONS. NO DEVIATIONS ARE ALLOWED.
PLANTING NOTES
L1.1
vg/NH
SCALE: 1" = 30'-0"
0 30 6015 90
sheet no:
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11/30/2025date:
Renewal Date
Signature
Date
#3934ROBERTA.GAR
C
I
A
LICENS E D L A NDSCAPE
A
R
C
H
I
T
ECT
5/31/26
S
T
ATE OF C A L I F O RN IA11/30/25
L
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PRELIMINARY LANDSCAPE PLAN
tree grate
PAD 3
PROPOSED
CAR WASH
TRASH
LIMIT OF WORK
LIMIT OF WORK
LIM
I
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O
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W
O
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TRANSFORMER
CANOPY
CANOPYEL
C
A
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I
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O
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A
L
EXISTING
RETAIL
EXISTING
PARKING
ML ML ML ML ML
ML
ML
24" boxSMOKE TREECOTINUS COGGYGRIA
PLANTING LEGEND
TREES
BOTANICAL NAMESYMBOL SIZECOMMON NAME
24" boxWESTERN REDBUDCERCIS OCCIDENTALIS
24" boxCALIFORNIA LAURELUMBELLULARIA
QTY
8
REMARKS
MULTI-TRUNK
WUCOLS IV
REGION 1
L
DECIDUOUS
STANDARD
DECIDUOUS
STANDARD
EVERGREEN
L
M
6
4
'PURPUREA'
CALIFORNICA
SHRUBS
NOTE: ALL SHRUB PLANTING AREAS ARE TO RECEIVE A 3" THICK LAYER OF ORGANIC BARK MULCH.
BOTANICAL NAMESYMBOL COMMON NAME
EUCALYPTUS NCN
'MOON LAGOON'
ARCTOSTAPHYLOS DENSIFLORA
'HOWARD MC MINN'
VINE HILL MANZANITA 15 gal
15 gal As shown
L
L
2
7
MUHLENBERGIA CAPILLARIS
'WHITE CLOUD'
WHITE MUHLY
YUCCA GLORIOSA SPANISH DAGGER
'BRIGHT STAR'
5 gal
5 gal
15 gal
46
62
6
L
L
L
ML
CALAMAGROSTIS X ACUTIFLORA
'KARL FOERSTER'
FEATHER REED GRASS 5 gal M12
LOROPETALUM CHINENSE
'JAZZ HANDS-PINK'
NCN 5 gal 19 L
As shown
As shown
As shown
As shown
As shown
As shown
HESPERALOE PARVIFLORA RED YUCCA 5 gal As shown L27
'PINK PARADISE'
GROUNDCOVERS
1 gal 24" o.c.L135 S.F.BLUE-EYED GRASSSISYRINCHIUM BELLUM
FLAX LILY CULTIVARDIANELLA 'COOL VISTA'50%
50%
1 gal 135 S.F.24" o.c.L
4'-10' T 8' W
3' T & W
3' T - 4' W
MATURE
SIZE
OLEA EUROPAEA
'MONTRA'
DWARF OLIVE 5 gal 11 As shown 6' T & W
24" box STANDARD
DECIDUOUS
M5PURPLE LEAF PLUMPRUNUS CERASIFERA
'THUNDERCLOUD'
BERBERIS THUNBERGIA BARBERRY 4' T & W
'CHERRY BOMB'
CISTUS X SKANBERGII ROCKROSE 5 gal As shown8 3' T - 6' W
LEUCADENDRON SALIGNUM X
LAUREOLUM 'EBONY'
EBONY CONEBUSH 5 gal 17 As shown 5' T & W
SIZE QTY REMARKS
7' T & W
3' T & W
4' T & W
WUCOLS IV
REGION 1
L
L
L
YES
SUNSET
ZONE #7
YES
YES
YES
YES
YES
YES
YES
YES
YES
SUNSET
ZONE #7
YES
YES
YES
YES
YES
YES
YES
SHRUB & GROUNDCOVER AREA:
TURF AREA:
TOTAL LANDSCAPE AREA:
9,233 S.F.
0 S.F.
9,233 S.F.
DECOMPOSED GRANITE:0 S.F.
LANDSCAPE CALCULATIONS
1.CONTRACTOR IS TO REVIEW PLANS, VERIFY SITE CONDITIONS AND PLANT QUANTITIES PRIOR TO INSTALLATION. CONFLICTS BETWEEN THE SITE AND THESE PLANS OR WITHIN THESE
PLANS SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER'S AUTHORIZED REPRESENTATIVE PRIOR TO LANDSCAPE INSTALLATION. ANY DEVIATION(S) FROM THE PLANS OR
SPECIFICATIONS IS TO HAVE WRITTEN APPROVAL.
2.ALL PLANT MATERIAL SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF 'AMERICAN NURSERY AND LANDSCAPE ASSOCIATION' STANDARDS. www.anla.org
3.LANDSCAPE ARCHITECT SHALL APPROVE PLANT MATERIAL PLACEMENT BY CONTRACTOR PRIOR TO INSTALLATION.
4.CONTRACTOR TO INCLUDE IN HIS BID THE REPAIR OF ANY AND ALL DAMAGE RESULTING FROM INSTALLATION OF PLANTING ITEMS. CONNECT TO EXISTING CONDITIONS.
5.ALL PROPOSED TREES ARE TO BE PLANTED AT MINIMUM TEN (10) FEET AWAY FROM ALL PUBLIC WATER FACILITIES, INLCUDING HYDRANTS, DCD'S AND RPS.
6.INSTALL TREE ROOT CONTROL BARRIERS WITH ALL TREES THAT ARE PLACED FIVE (5) FEET AND CLOSER TO HARDSCAPE IMPROVEMENTS, INCLUDING FLATWORK, CURBS AND RAISED
PLANTERS. ROOT BARRIERS SHALL BE 16 FEET IN LENGTH MINIMUM (8 FEET EACH SIDE OF TREE).
7.FINISH GRADE TO BE 2" BELOW TOP OF CURB OR SIDEWALK FOR PLANTING AREAS.
8.FERTILIZER FOR ALL PLANTING AREAS SHALL BE AS SPECIFIED WITHIN THE SOILS REPORT.
9.ALL PLANTING AND IRRIGATION ON THIS PROJECT TO MEET OR EXCEED CITY, COUNTY, AND/OR AGENCY LANDSCAPE GUIDELINES, STANDARDS AND REQUIREMENTS.
10.ALL PLANTER AREAS SHALL BE TOP DRESSED WITH 3" MINIMUM ORGANIC MULCH COVER.
11.ALL PLANTING AREAS SHALL BE IRRIGATED WITH SUB-GRADE BUBBLERS FOR TREES AND DRIPLINE OR DRIP EMITTERS FOR SHRUBS/GROUND COVERS. CONNECTED TO AUTOMATIC
REMOTE CONTROL VALVES AND TIED INTO AN AUTOMATIC IRRIGATION "SMART" CONTROLLER.
12.THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTED AREAS BY MEANS OF CONTINUOUS WATERING, PRUNING, RAISING TREE BALLS WHICH SETTLE BELOW GRADE, FERTILIZING,
APPLICATION OF SPRAYS WHICH ARE NECESSARY TO KEEP THE PLANTINGS FREE OF INSECTS AND DISEASES, WEEDING, AND/OR OTHER OPERATIONS NECESSARY FOR PROPER CARE AND
UPKEEP. THE LANDSCAPE CONTRACTOR SHALL MAINTAIN ALL PLANTINGS AS SPECIFIED ABOVE FOR A PERIOD OF NINETY (90) DAYS.
13.ALL PLANTER BEDS TO BE AMENDED WITH SOIL PREPARATION PER SPECIFICATIONS. NO DEVIATIONS ARE ALLOWED.
PLANTING NOTES
PR
E
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L1.2
SCALE: 1" = 30'-0"
0 30 6015 90
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11/30/2025date:
Renewal Date
Signature
Date
#3934ROBERTA.GAR
C
I
A
LICENS E D L A NDSCAPE
A
R
C
H
I
T
ECT
5/31/26
S
T
ATE OF C A L I F O RN IA11/30/25
L
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vg/NH
PRELIMINARY LANDSCAPE PLAN
NO
PARKING
NO
PARKING
PAD 2
RETAIL/FOOD
TRA
S
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LIMI
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W
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LIM
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LIMIT OF WORK
LI
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EXISTING
HOTEL SITE
CHICK-FIL A
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EXI
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HI
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1
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1
M
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3/4"
3/4"
A-2
10.01"
TREES
45
0.54
MOD
A-2
13.11"
DRIP
6,156
0.64
LOW
3/4"
3/4"
A
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3/4"
NOTE:
NEW TREES IN THIS AREA ARE TO BE TIED TO THE
EXISTING TREE IRRIGATION SYSTEM. PLANTING &
IRRIGATION IN THIS AREA IS TO BE PROTECTED IN
PLACE AND REPAIRED OR REPLACED DUE TO
CONSTRUCTION AS NECESSARY.
7
A-5
(2) XB-10 (1 GPH EACH)
(1) XB-10 (1 GPH EACH)
(4) XB-10 (1 GPH EACH)
CONTRACTOR SHALL INSTALL RAIN BIRD XB EMITTERS
15 GALLON -
ALL 5 GALLON -
ALL 1 GALLON -
DRIP EMITTER SCHEDULE
RAIN BIRD
FLOW IN GPM
STATION NUMBER
VALVE SIZE
XB-T EMITTER. REFER TO DRIP EMITTER LEGEND. INSTALL PER DETAIL.
PRESSURE MAINLINE PVC SCH 40, 1-1/4", SOLVENT WELD. BURY MIN. 18" BELOW GRADE.
DRIP VALVE ASSEMBLY - XCZ-LF-100-PRF CONTROL ZONE KIT - 1".
#33DLRC QUICK COUPLER VALVE AND KEY. 1" PVC CONNECTION TO MAIN.
AS APPROVED
AS APPROVED
AS APPROVED
AS APPROVED
RAIN BIRDSHOWN)
(NOT
RAIN BIRD
RAIN BIRD
RAIN BIRD
IRRIGATION LEGEND
MFG.SYMBOL DESCRIPTION
IRRIGATION NOTES
PEB SERIES REMOTE CONTROL VALVE - SIZE AS NOTED.
RWS-B-C-1402 ROOT WATERING SYSTEM (2 PER TREE/PALM) - 0.50 GPM EACH.
RAIN BIRD
RAIN BIRD
A
LF-825YA 3/4" LEAD-FREE REDUCED PRESSURE BACKFLOW PREVENTER. REFER TO CIVIL PLANS.FEBCO
HYDROZONE
#2230 PRESSURE REDUCING MASTER VALVE - NORMALLY CLOSED - 3/4". SET TO 60 PSIGRISWOLD
VB SERIES VALVE BOXES. INSTALL PER DETAILS.RAIN BIRDSHOWN)
(NOT
T-580-A BALL VALVE. LINE SIZED.NIBCO
TO MEET THE FOLLOWING SCHEDULE:
BY OTHERSM 3/4" IRRIGATION WATER METER (PER CIVIL ENGINEER) INSTALLED BY GENERAL CONTRACTOR.
ESP4ME3+LNKWIFI+W2+MJ075 4 STATION OUTDOOR WALL MOUNT AUTOMATIC IRRIGATION CONTROLLER WITH - MOUNT
ON INSIDE OF TRASH ENCLOSURE 66" MIN. ABOVE FINISH SURFACE. INCLUDES LNK-WIFI MODULE AND WIRELESS RAIN
SENSOR (SEE BELOW FOR ADDITIONAL INFORMATION), INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FINAL
LOCATION TO BE APPROVED BY LANDSCAPE ARCHITECT. (ALSO REFER TO FLOW SENSOR INFORMATION ABOVE).
RAIN BIRD F MJ075B FLOW SENSOR - 3/4" SIZE COMPATIBLE WITH CONTROLLER LISTED BELOW. INSTALL PER MANUFACTURER'S
SPECIFICATIONS. PROVIDE SEPARATE CONDUIT FROM SENSOR TO CONTROLLER.
1"
* NOTE: CONTRACTOR SHALL COMPUTE EXACT FLOW BASED UPON FINAL PLANTING. CONTRACTOR SHALL NOT EXCEED SPECIFIED VALVE
CAPACITY IN TERMS OF MANUFACTURER'S RECOMMENDED FLOW VS. FRICTION LOSS SPECIFICATIONS.
PRECIPITATION RATE
AREA SERVED BY VALVE (S.F.)
X.X
X
DRIP
NOTE: IRRIGATION PLAN IS DIAGRAMMATIC. CONTRACTOR SHALL ROUTE PIPING IN ORDER TO AVOID OBJECTS LIKE LIGHT STANDARDS,
TRANSFORMER PADS, EQUIPMENT VAULTS, SUB-SURFACE ROCK TOO LARGE TO REMOVE, ETC.
ALL MAIN LINE PIPING, NON-PRESSURE PIPING AND CONTROL WIRE SLEEVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE SLEEVE SIZE SHALL
BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED
NUMBER OF WIRES.
ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCH. 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING.
PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT
SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID
REJECTION.
FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY LANDSCAPE ARCHITECT.
120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY GENERAL CONTRACTOR. THE IRRIGATION CONTRACTOR
SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER.
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY
ONTO WALKS, STREETS, WALLS, ETC.
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE
INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS.
IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING
WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL
COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER
ROADWAYS AND PAVING, ETC.
DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS,
GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED AREA DIMENSIONS EXIST THAT
MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE
OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND
SPECIFICATIONS.
REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP.
CONTRACTOR SHALL PROVIDE AS-BUILTS OF IRRIGATION SYSTEM PRIOR TO FINAL CERTIFICATION. REFER TO IRRIGATION SPECIFICATIONS.
PROVIDE THREE (3) THERMETICALLY SEALED COLOR CODED CHARTS ARE REQUIRED. ONE AT CONTROLLER ON THE ADJACENT WALL AND TWO WITH THE
OPERATOR.
FINAL CERTIFICATION REVIEW COMPLETED BY THE LANDSCAPE ARCHITECT IS REQUIRED UPON PROJECT COMPLETION. A TWO WEEK NOTICE IS
REQUIRED.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
NON-PRESSURE LATERAL CLASS 200, BURY MIN. 12". SIZE AS INDICATED ON PLANS.
PIPE SLEEVING PVC SCH 40, EXTEND MIN. 12" BEYOND EDGE OF PAVING (2 X DIAMETER OF PIPE -TYPICAL). ALL
SLEEVES 2" UNLESS NOTED OTHERWISE.
WIRE SLEEVING PVC SCH 40, EXTEND MIN. 12" BEYOND EDGE OF PAVING. BURY MINIMUM 12" BELOW GRADE.
ALL SLEEVES 1-1/2".
LATERAL LINE FOR DRIP IRRIGATION - PVC CLASS 200. INSTALL FLUSH CAP IN EMITTER BOX AS INDICATED
REFER TO DETAILS AND DRIP EMITTER SCHEDULE.
SHRUB & GROUNDCOVER AREA:
TURF AREA:
TOTAL LANDSCAPE AREA:
6,201 S.F.
0 S.F.
6,201 S.F.
DECOMPOSED GRANITE:0 S.F.
LANDSCAPE CALCULATIONS
L2.0
mdm/NH
SCALE: 1" = 20'-0"
0 20 4010 60
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.
11/30/2025date:
Renewal Date
Signature
Date
#3934ROBERTA.GAR
C
I
A
LICENS E D L A NDSCAPE
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5/31/26
S
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PRELIMINARY IRRIGATION PLAN
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED
THEM FOR THE EFFICIENT USE OF WATER IN THE IRRRIGATION DESIGN
PLAN"
SIGNATURE DATE
11/30/25
RENEWAL DATE
SIGNATURE
DATE
#3934ROBERTA.GAR
C
I
A
LICEN S E D L ANDSCAPE
A
R
C
H
I
T
ECT
5/31/25
S
T
ATE
OF CALI F O R N IA11/30/25
POINT OF CONNECTION:
IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO VERIFY
EXISTING STATIC WATER PRESSURE AND TO NOTIFY THE LANDSCAPE
ARCHITECT OF ANY DISCREPANCY. FAILURE TO DO SO MAY RESULT IN
CHANGES TO THE IRRIGATION SYSTEM AT NO ADDITIONAL COST TO THE
OWNER.
CONNECT INTO PROPOSED 3/4" IRRIGATION WATER METER AND PROVIDE
BACKFLOW PREVENTION DEVICE, MASTER VALVE, FLOW SENSOR, AND BALL
VALVE AS SHOWN. LOCATE ALL EQUIPMENT IN PLANTER AREAS - SHOWN FOR
CLARITY ONLY. REFER TO LEGEND FOR ADDITIONAL INFORMATION.
STATIC WATER PRESSURE.............65.0 PSI
HIGHEST FLOW (GPM).....................13.1 GPM
DESIGN PRESSURE..........................52.0 PSI
PROVIDE NEW CONTROLLER PER LEGEND AND MOUNT IN TRASH ENCLOSURE
(REFER TO ARCHITECT'S PLANS) 66" MIN. ABOVE FINISH SURFACE. 120 VOLT 2
AMP 60 CYCLE POWER AVAILABLE. FINAL LOCATION TO BE APPROVED BY
LANDSCAPE ARCHITECT. IRRIGATION CONTRACTOR TO MAKE FINAL HOOK-UP
OF FIELD WIRES.
CONTROLLER LOCATION:
LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL
CONTRACTOR FOR THE PLACEMENT OF SLEEVING AND LATERAL LINES UNDER
PAVING PRIOR TO POURING OF CONCRETE OR ASPHALT.
CONSTRUCTION NOTE:
AN AUDIT REPORT PREPARED BY A CERTIFIED IRRIGATION AUDITOR SHALL BE
SUBMITTED TO THE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT BY THE
LANDSCAPE CONTRACTOR PRIOR TO ISSUANCE OF THE CERTIFICATE OF
OCCUPANCY. SUCH AUDIT SHALL INCLUDE COVERAGE TEST/PERCOLATION
TEST.
AUDIT REPORT:
1-1/4"
1"
3/4"
PIPE SIZE
PIPE SIZING CHART:
FLOW (GPM)
1-1/2"
16-25
11-15
6-10
26-35
2"35+
PAD 3
PROPOSED
CAR WASH
TRASH
LIMIT OF WORK
LIMIT OF WORK
LI
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TRANSFORMER
EL
C
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E
A
L
EXISTING
RETAIL
EXISTING
PARKING
M
F
A
A-4
10.0 1"
TREES
90
0.54
MOD
A-3
13.2 1"
DRIP
4,679
0.64
LOW
A-5
9.6 1"
DRIP
2,075
0.64
LOW
A-6
5.0 1"
TREES
45
0.54
MOD A-2
5.01"
DRIP
2,263
0.64
LOW
A-1
9.01"
TREES
81
0.54
MOD
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
3/4"
1"
1"7
A-5
(2) XB-10 (1 GPH EACH)
(1) XB-10 (1 GPH EACH)
(4) XB-10 (1 GPH EACH)
CONTRACTOR SHALL INSTALL RAIN BIRD XB EMITTERS
15 GALLON -
ALL 5 GALLON -
ALL 1 GALLON -
DRIP EMITTER SCHEDULE
RAIN BIRD
FLOW IN GPM
STATION NUMBER
VALVE SIZE
XB-T EMITTER. REFER TO DRIP EMITTER LEGEND. INSTALL PER DETAIL.
PRESSURE MAINLINE PVC SCH 40, 1-1/4", SOLVENT WELD. BURY MIN. 18" BELOW GRADE.
DRIP VALVE ASSEMBLY - XCZ-LF-100-PRF CONTROL ZONE KIT - 1".
#33DLRC QUICK COUPLER VALVE AND KEY. 1" PVC CONNECTION TO MAIN.
AS APPROVED
AS APPROVED
AS APPROVED
AS APPROVED
RAIN BIRDSHOWN)
(NOT
RAIN BIRD
RAIN BIRD
RAIN BIRD
IRRIGATION LEGEND
MFG.SYMBOL DESCRIPTION
IRRIGATION NOTES
PEB SERIES REMOTE CONTROL VALVE - SIZE AS NOTED.
RWS-B-C-1402 ROOT WATERING SYSTEM (2 PER TREE/PALM) - 0.50 GPM EACH.
RAIN BIRD
RAIN BIRD
A
LF-825YA 3/4" LEAD-FREE REDUCED PRESSURE BACKFLOW PREVENTER. REFER TO CIVIL PLANS.FEBCO
HYDROZONE
#2230 PRESSURE REDUCING MASTER VALVE - NORMALLY CLOSED - 3/4". SET TO 60 PSIGRISWOLD
VB SERIES VALVE BOXES. INSTALL PER DETAILS.RAIN BIRDSHOWN)
(NOT
T-580-A BALL VALVE. LINE SIZED.NIBCO
TO MEET THE FOLLOWING SCHEDULE:
BY OTHERSM 3/4" IRRIGATION WATER METER (PER CIVIL ENGINEER) INSTALLED BY GENERAL CONTRACTOR.
ESP4ME3+LNKWIFI+W2+MJ075 4 STATION OUTDOOR WALL MOUNT AUTOMATIC IRRIGATION CONTROLLER WITH - MOUNT
ON INSIDE OF TRASH ENCLOSURE 66" MIN. ABOVE FINISH SURFACE. INCLUDES LNK-WIFI MODULE AND WIRELESS RAIN
SENSOR (SEE BELOW FOR ADDITIONAL INFORMATION), INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FINAL
LOCATION TO BE APPROVED BY LANDSCAPE ARCHITECT. (ALSO REFER TO FLOW SENSOR INFORMATION ABOVE).
RAIN BIRD F MJ075B FLOW SENSOR - 3/4" SIZE COMPATIBLE WITH CONTROLLER LISTED BELOW. INSTALL PER MANUFACTURER'S
SPECIFICATIONS. PROVIDE SEPARATE CONDUIT FROM SENSOR TO CONTROLLER.
1"
* NOTE: CONTRACTOR SHALL COMPUTE EXACT FLOW BASED UPON FINAL PLANTING. CONTRACTOR SHALL NOT EXCEED SPECIFIED VALVE
CAPACITY IN TERMS OF MANUFACTURER'S RECOMMENDED FLOW VS. FRICTION LOSS SPECIFICATIONS.
PRECIPITATION RATE
AREA SERVED BY VALVE (S.F.)
X.X
X
DRIP
NOTE: IRRIGATION PLAN IS DIAGRAMMATIC. CONTRACTOR SHALL ROUTE PIPING IN ORDER TO AVOID OBJECTS LIKE LIGHT STANDARDS,
TRANSFORMER PADS, EQUIPMENT VAULTS, SUB-SURFACE ROCK TOO LARGE TO REMOVE, ETC.
ALL MAIN LINE PIPING, NON-PRESSURE PIPING AND CONTROL WIRE SLEEVING SHALL BE INSTALLED IN SEPARATE SLEEVES. MAINLINE SLEEVE SIZE SHALL
BE A MINIMUM OF TWICE (2X) THE DIAMETER OF THE PIPE TO BE SLEEVED. CONTROL WIRE SLEEVES SHALL BE OF SUFFICIENT SIZE FOR THE REQUIRED
NUMBER OF WIRES.
ALL LATERAL LINE PIPING UNDER PAVING SHALL BE PVC SCH. 40 PIPE AND SHALL BE INSTALLED PRIOR TO PAVING.
PIPE SIZES SHALL CONFORM TO THOSE SHOWN ON THE DRAWINGS. NO SUBSTITUTIONS OF SMALLER PIPE SIZES SHALL BE PERMITTED, BUT
SUBSTITUTIONS OF LARGER SIZES MAY BE APPROVED. ALL DAMAGED AND REJECTED PIPE SHALL BE REMOVED FROM THE SITE AT THE TIME OF SAID
REJECTION.
FINAL LOCATION OF THE AUTOMATIC CONTROLLER SHALL BE APPROVED BY LANDSCAPE ARCHITECT.
120 VAC ELECTRICAL POWER SOURCE AT CONTROLLER LOCATION SHALL BE PROVIDED BY GENERAL CONTRACTOR. THE IRRIGATION CONTRACTOR
SHALL MAKE THE FINAL CONNECTION FROM THE ELECTRICAL SOURCE TO THE CONTROLLER.
THE IRRIGATION CONTRACTOR SHALL FLUSH AND ADJUST ALL SPRINKLER HEADS AND VALVES FOR OPTIMUM COVERAGE WITH MINIMAL OVERSPRAY
ONTO WALKS, STREETS, WALLS, ETC.
THIS DESIGN IS DIAGRAMMATIC. ALL PIPING, VALVES, ETC. SHOWN WITHIN PAVED AREAS ARE FOR DESIGN CLARIFICATION ONLY AND SHALL BE
INSTALLED IN PLANTING AREAS WHEREVER POSSIBLE. THE CONTRACTOR SHALL LOCATE ALL VALVES IN SHRUB AREAS.
IT IS THE RESPONSIBILITY OF THE IRRIGATION CONTRACTOR TO FAMILIARIZE HIMSELF WITH ALL GRADE DIFFERENCES, LOCATION OF WALLS, RETAINING
WALLS, STRUCTURES AND UTILITIES. THE IRRIGATION CONTRACTOR SHALL REPAIR OR REPLACE ALL ITEMS DAMAGED BY HIS WORK. HE SHALL
COORDINATE HIS WORK WITH OTHER CONTRACTORS FOR THE LOCATION AND INSTALLATION OF PIPE SLEEVES AND LATERALS THROUGH WALLS, UNDER
ROADWAYS AND PAVING, ETC.
DO NOT WILLFULLY INSTALL THE IRRIGATION SYSTEM AS SHOWN ON THE DRAWINGS WHEN IT IS OBVIOUS IN THE FIELD THAT UNKNOWN OBSTRUCTIONS,
GRADE DIFFERENCES OR DIFFERENCES IN THE AREA DIMENSIONS EXIST THAT MIGHT NOT HAVE BEEN CONSIDERED AREA DIMENSIONS EXIST THAT
MIGHT NOT HAVE BEEN CONSIDERED IN THE ENGINEERING. SUCH OBSTRUCTIONS OR DIFFERENCES SHOULD BE BROUGHT TO THE ATTENTION OF THE
OWNER'S AUTHORIZED REPRESENTATIVE. IN THE EVENT THIS NOTIFICATION IS NOT PERFORMED, THE IRRIGATION CONTRACTOR SHALL ASSUME FULL
RESPONSIBILITY FOR ANY REVISIONS NECESSARY.
ALL IRRIGATION EQUIPMENT NOT OTHERWISE DETAILED OR SPECIFIED SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS AND
SPECIFICATIONS.
REFER TO SPECIFICATIONS FOR STANDARDS OF MATERIALS AND WORKMANSHIP.
CONTRACTOR SHALL PROVIDE AS-BUILTS OF IRRIGATION SYSTEM PRIOR TO FINAL CERTIFICATION. REFER TO IRRIGATION SPECIFICATIONS.
PROVIDE THREE (3) THERMETICALLY SEALED COLOR CODED CHARTS ARE REQUIRED. ONE AT CONTROLLER ON THE ADJACENT WALL AND TWO WITH THE
OPERATOR.
FINAL CERTIFICATION REVIEW COMPLETED BY THE LANDSCAPE ARCHITECT IS REQUIRED UPON PROJECT COMPLETION. A TWO WEEK NOTICE IS
REQUIRED.
NON-PRESSURE LATERAL CLASS 200, BURY MIN. 12". SIZE AS INDICATED ON PLANS.
PIPE SLEEVING PVC SCH 40, EXTEND MIN. 12" BEYOND EDGE OF PAVING (2 X DIAMETER OF PIPE -TYPICAL). ALL
SLEEVES 2" UNLESS NOTED OTHERWISE.
WIRE SLEEVING PVC SCH 40, EXTEND MIN. 12" BEYOND EDGE OF PAVING. BURY MINIMUM 12" BELOW GRADE.
ALL SLEEVES 1-1/2".
LATERAL LINE FOR DRIP IRRIGATION - PVC CLASS 200. INSTALL FLUSH CAP IN EMITTER BOX AS INDICATED
REFER TO DETAILS AND DRIP EMITTER SCHEDULE.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
SHRUB & GROUNDCOVER AREA:
TURF AREA:
TOTAL LANDSCAPE AREA:
9,233 S.F.
0 S.F.
9,233 S.F.
DECOMPOSED GRANITE:0 S.F.
LANDSCAPE CALCULATIONS PR
E
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SCALE: 1" = 20'-0"
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11/30/2025date:
Renewal Date
Signature
Date
#3934ROBERTA.GAR
C
I
A
LICENS E D L A NDSCAPE
A
R
C
H
I
T
ECT
5/31/26
S
T
ATE OF C A L I F O RN IA11/30/25
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mdm/NH
PRELIMINARY IRRIGATION PLAN
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED
THEM FOR THE EFFICIENT USE OF WATER IN THE IRRRIGATION DESIGN
PLAN"
SIGNATURE DATE
11/26/25
RENEWAL DATE
SIGNATURE
DATE
#3934ROBERTA.GAR
C
I
A
LICEN S E D L ANDSCAPE
A
R
C
H
I
T
ECT
5/31/25
S
T
ATE
OF CALI F O R N IA11/26/25
POINT OF CONNECTION:
IT IS THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR TO VERIFY
EXISTING STATIC WATER PRESSURE AND TO NOTIFY THE LANDSCAPE
ARCHITECT OF ANY DISCREPANCY. FAILURE TO DO SO MAY RESULT IN
CHANGES TO THE IRRIGATION SYSTEM AT NO ADDITIONAL COST TO THE
OWNER.
CONNECT INTO PROPOSED 3/4" IRRIGATION WATER METER AND PROVIDE
BACKFLOW PREVENTION DEVICE, MASTER VALVE, FLOW SENSOR, AND BALL
VALVE AS SHOWN. LOCATE ALL EQUIPMENT IN PLANTER AREAS - SHOWN FOR
CLARITY ONLY. REFER TO LEGEND FOR ADDITIONAL INFORMATION.
STATIC WATER PRESSURE.............65.0 PSI
HIGHEST FLOW (GPM).....................13.2 GPM
DESIGN PRESSURE..........................55.0 PSI
PROVIDE NEW CONTROLLER PER LEGEND AND MOUNT IN TRASH ENCLOSURE
(REFER TO ARCHITECT'S PLANS) 66" MIN. ABOVE FINISH SURFACE. 120 VOLT 2
AMP 60 CYCLE POWER AVAILABLE. FINAL LOCATION TO BE APPROVED BY
LANDSCAPE ARCHITECT. IRRIGATION CONTRACTOR TO MAKE FINAL HOOK-UP
OF FIELD WIRES.
CONTROLLER LOCATION:
LANDSCAPE CONTRACTOR SHALL COORDINATE WITH THE GENERAL
CONTRACTOR FOR THE PLACEMENT OF SLEEVING AND LATERAL LINES UNDER
PAVING PRIOR TO POURING OF CONCRETE OR ASPHALT.
CONSTRUCTION NOTE:
1-1/4"
1"
3/4"
PIPE SIZE
PIPE SIZING CHART:
FLOW (GPM)
1-1/2"
16-25
11-15
6-10
26-35
AN AUDIT REPORT PREPARED BY A CERTIFIED IRRIGATION AUDITOR SHALL BE
SUBMITTED TO THE CITY INSPECTOR AND THE LANDSCAPE ARCHITECT BY THE
LANDSCAPE CONTRACTOR PRIOR TO ISSUANCE OF THE CERTIFICATE OF
OCCUPANCY. SUCH AUDIT SHALL INCLUDE COVERAGE TEST/PERCOLATION
TEST.
AUDIT REPORT:
2"35+
PAD 2
RETAIL/FOOD
TR
A
S
H
LIMI
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O
F
W
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K
LIM
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W
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LIMIT OF WORK
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EXISTING
HOTEL SITE
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PAD 3
PROPOSED
CAR WASH
TRASH
LIMIT OF WORK
LIMIT OF WORK
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EXISTING
RETAIL
EXISTING
PARKING
HYDROZONE MAP LEGEND - PAD 2:
DESCRIPTIONSYMBOL AREA
LOW WATER USE 5,219 S.F.
PLANTING
TOTAL LANDSCAPE AREA 5,219 S.F.
HYDROZONE MAP LEGEND - PAD 3:
DESCRIPTIONSYMBOL AREA
LOW WATER USE 9,233 S.F.
PLANTING
TOTAL LANDSCAPE AREA 9,233 S.F.
L2.2
mdm/NH
SCALE: 1" = 20'-0"
0 20 4010 60
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11/30/2025date:
Renewal Date
Signature
Date
#3934ROBERTA.GAR
C
I
A
LICENS E D L A NDSCAPE
A
R
C
H
I
T
ECT
5/31/26
S
T
ATE OF C A L I F O RN IA11/30/25
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E
N
T
E
R
NW
C
S
A
N
R
A
M
O
N
R
D
&
EL
C
A
M
I
N
O
R
E
A
L
AT
A
S
C
A
D
E
R
O
,
C
A
9
3
4
2
2
PR
E
L
I
M
I
N
A
R
Y
W
A
T
E
R
CO
N
S
E
R
V
A
T
I
O
N
P
L
A
N
'P
A
D
S
2
&
3
'
5,0590.81LOW SHRUBS 0.30 0.37 1,871.8 58,491
5,219 1,956.6
DRIP
50.4
0 0
61,141
73,387
0.37
5,219
1,956.6
WATER CONSERVATION IS ACHIEVED IN THIS LANDSCAPE CONSTRUCTION DOCUMENT AS DESCRIBED
BELOW;
1.ALL PLANT MATERIALS SELECTED FOR THIS SITE ARE APPROPRIATE FOR THE GEOGRAPHICAL LOCATION AND
LOCAL CLIMATE, AND THEIR ADAPTABILITY TO DROUGHT. DATA FROM WUCOLS 5 HAS BEEN USED FOR
DETERMINING THE SPECIES' PLANT FACTOR FOR THE WATER USE CALCULATIONS.
2.PLANTS WITH SIMILAR WATER USE REQUIREMENTS ARE GROUPED TOGETHER.
3.THE MAJORITY OF LANDSCAPE AREAS ARE PLANTED WITH LOW WATER USE PLANTS, WITH THE BALANCE IN
MODERATE WATER USE PLANTS. NO HIGH WATER USE PLANTS ARE USED.
4.IRRIGATION SECTIONS: HYDROZONES ARE SEPARATED BY CONSIDERING PLANT SPECIES FACTOR, PLANT
DENSITY AND MICROCLIMATE. IF LOW WATER USE PLANTS ARE MIXED WITH MODERATE WATER USE PLANTS IN
THE SAME HYDROZONE, THE MODERATE WATER USE FACTOR IS USED FOR WATER USE CALCULATIONS. SEE
HYDROZONE EXHIBIT.
5.THE IRRIGATION SYSTEM UTILIZES A LOW-VOLUME DISTRIBUTION SYSTEM WITH A MASTER VALVE, FLOW SENSOR,
CHECK VALVES, ET BASED AUTOMATIC CONTROLLERS WITH CYCLE PLUS SOAK AND WATER BUDGETING
CAPABILITY, WEATHER STATION, AND RAIN SHUT-OFF.
6.THE USE OF TURF IS ELIMINATED. ALL TREE, SHRUB AND GROUNDCOVER AREAS WILL BE DRESSED WITH A 3"
LAYER OF MULCH FOR MOISTURE RETENTION AND TO DISCOURAGE WEEDS.
7.THERE ARE NO SPECIAL LANDSCAPE AREAS IN THIS PROJECT.
WATER CONSERVATION STATEMENTMAINTENANCE MANUAL
THIS MANUAL TO BE KEPT AT THE CONTROLLER LOCATION AT ALL TIMES.
IRRIGATION SYSTEMS:
1. AUTOMATIC CONTROLLER TO BE CHECKED MONTHLY BY THE LANDSCAPE MAINTENANCE FOREMAN AND CHECKED WEEKLY BY
MAINTENANCE CREW LEADER, TO PROVIDE OPTIMUM PLANT GROWTH AND WATER CONSERVATION. (IF SMART CONTROLLER IS IN
USE, CHECK ELECTRICAL POWER ONLY).
2. LANDSCAPE MAINTENANCE CONTRACTOR TO CHECK ALL SYSTEMS ONCE PER MONTH BY TURNING ON EACH SYSTEM MANUALLY.
3. LANDSCAPE MAINTENANCE CONTRACTOR TO VISUALLY CHECK ALL SYSTEMS EVERY WEEK DURING MAINTENANCE OF
LANDSCAPE.
4. ALL IRRIGATION FILTERS AT THE WYE STRAINER (AT THE BACKFLOW DEVICE) AND ALL FILTERS AT THE DRIP IRRIGATION VALVES
TO BE CLEANED MONTHLY OR AS NEEDED.
5. CHECK RAIN SHUT OFF DEVICE AT THE BEGINNING OF THE RAINY SEASON AND RE-CALIBRATE AS NEEDED. MAKE SURE DEVICE
IS CLEAN, FREE OF ANY DEBRIS, AND IN GOOD WORKING ORDER.
6. BACKFLOW DEVICE TO BE VISUALLY CHECKED ON A MONTHLY BASIS. TEST AND RE-CERTIFY ANNUALLY AS PER ALL CODES AND
ORDINANCES.
7. SCHEDULE ALL SPRAY SYSTEMS TO RUN ONLY BETWEEN THE HOURS OF 2:00 AM AND 9:00 AM.
8. ON A MONTHLY BASIS, FLUSH ALL DRIP SYSTEM LINES AND CHECK VALVE BOXES TO SEE THAT THEY DRAIN PROPERLY. CLEAN
OUT ANY DEBRIS, MUD OR PLANT GROWTH ANNUALLY.
9. TWICE A YEAR CHECK ALL QUICK COUPLERS AND MAKE ALL REPAIRS AS NECESSARY. REPLACE PEA GRAVEL IN VALVE BOXES
AS NEEDED.
10. COVER OR PROTECT ALL BACKFLOW DEVICES DURING FREEZING WEATHER.
11. OWNER TO PROVIDE FOR A WATER AUDIT EVERY FIVE YEARS FROM OPENING OF STORE.
1600.75MOD TREES 0.40 0.53 84.8 2,650BUBB
"I HAVE COMPLIED WITH THE CRITERIA OF THE ORDINANCE AND APPLIED
THEM FOR THE EFFICIENT USE OF WATER IN THE IRRRIGATION DESIGN
PLAN"
SIGNATURE DATE
11/30/25
RENEWAL DATE
SIGNATURE
DATE
#3934ROBERTA.GAR
C
I
A
LICENS E D L A NDSCAPE
A
R
C
H
I
T
ECT
5/31/25
S
T
AT
E OF CA L I F O R N IA11/30/25
HYDROZONE MAP - PAD 2
SCALE: 1" = 30'-0"1
HYDROZONE MAP - PAD 3
SCALE: 1" = 30'-0"
2
9,0170.81LOW SHRUBS 0.30 0.37 3,339.7 104,357
9,233 3,454.9
DRIP
50.4
0 0
107,957
129,831
0.37
9,233
3,454.9
2160.75MOD TREES 0.40 0.53 115.2 3,600BUBB
0.37
9,233
3,454.9
5,219 1,956.6 9,233 3,454.9
0.37
5,219
1,956.6
Designer:
National Sign
& MARKETING CORPORATION
13580 5th St., Chino, CA 91710
Tel 909.591.4742 Fax 909.747.6446
e-mail: sales@nsmc.comLic# 745030 - Exp. 01/31/26
Project Name:
Address:
Approved by:
Date:
Drawing Number
Revision
Date:
This sign intended to be in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of this sign.
THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY NSMC. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF NSMC
C US
Scale:
El Camino Real & San Ramon
Atascadero, CA. 93422
T.Behrman 03/04/2025
Chick-fil-A
#6088
HWY. 101 & San Ramon
31250R2
1. 06/02/25 TB: Update sp+elevs. 2. 07/17/25 TB: Update sp
Page 1
VICINITY MAP
Note:
ALL NEW SIGNAGE TO CONNECT
TO CLIENT PROVIDED ELECTRICAL
CIRCUITS
1” = 40’-0”
SITE PLAN
. NEW HANDICAP PARKING SIGNS
. NEW PEDESTRIAN SIGNS
. NEW STORE HOURS VINYL
. NEW TEAM MEMBER ONLY VINYL
. NEW CLEARANCE ARM PANEL
. NEW BUILDING CANOPY
. NEW SINTRA ADDRESS NUMERALS
. NEW 3’-0” ILLUM. “CHICK-FIL-A” CHANNEL LETTERS SIGN
D
E
F
H
I
J
L
O
G
K
M
P
Q
RSTUVWXYZ
N
C1C2C3C4C5C6C7C8C9C10
A
B
D
E
F
G
H
SIGN ID
LETTER FACE A FACE B
N/A
N/A
A B
C D
E
H
G
1 2
F ThankYou Do NotEnter
C
. NEW D/F ILLUM. MONUMENT SIGN
. EXIST. D/F ILLUM. PYLON SIGN - NEW TENANT PANEL
. NEW D/F ILLUM. DIRECTIONAL SIGN
A D
E
G
H
F
B C
SCOPE OF WORK - ILLUMINATED SIGNS
Install Only
Manufacturing By Others
. DRIVE-THRU MENU BOARD 1 2
1
2
Designer:
National Sign
& MARKETING CORPORATION
13580 5th St., Chino, CA 91710
Tel 909.591.4742 Fax 909.747.6446
e-mail: sales@nsmc.comLic# 745030 - Exp. 01/31/26
Project Name:
Address:
Approved by:
Date:
Drawing Number
Revision
Date:
This sign intended to be in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of this sign.
THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY NSMC. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF NSMC
C US
Scale:
El Camino Real & San Ramon
Atascadero, CA. 93422
T.Behrman 03/04/2025
Chick-fil-A
#6088
HWY. 101 & San Ramon
31250R2
1. 06/02/25 TB: Update sp+elevs. 2. 07/17/25 TB: Update sp
Page 2
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/A
N/AN/A
0000I
J
3
4
5
SIGN ID
LETTER FACE A FACE B
0000
CLOSED SUNDAY
7:00AM - 9:00PM
7:00AM - 9:00PM
MON-SAT
MON-SATDRIVE- T HRU
SMOKE FREE PROPERTYNO SOLICITING
DINING ROOM
. NEW CLEARANCE ARM PANEL
. NEW BUILDING CANOPY
I
D
E
F
H
I
J
L
O
G
K
M
P
Q
RSTUVWXYZ
N
C1C2C3C4C5C6C7C8C9C10
Curbside Orders
1
9’-0”
9’-0”
N/A
K L
M N
O
P Q
R
S T
V
W
V
I
3
4
5
R
P
Q
S
T
N
O
J
K
W
N/A
M
. NEW HANDICAP PARKING SIGNS
. NEW PEDESTRIAN SIGNS
. NEW CURBSIDE ORDER SIGNS
. NEW STORE HOURS VINYL
. NEW TEAM MEMBER ONLY VINYL
. NEW SINTRA ADDRESS NUMERALS
J K L
M N O
P Q R
S
V
W
T
. NEW EV VAN ACCESSIBLE SIGN
S T
SCOPE OF WORK - NON-ILLUMINATED SIGNS
. DRIVE-THRU CLEARANCE ARM
. FLAG POLE
3 4
5
Install Only
Manufacturing By Others
1” = 40’-0”
SITE PLAN
Designer:
National Sign
& MARKETING CORPORATION
13580 5th St., Chino, CA 91710
Tel 909.591.4742 Fax 909.747.6446
e-mail: sales@nsmc.comLic# 745030 - Exp. 01/31/26
Project Name:
Address:
Approved by:
Date:
Drawing Number
Revision
Date:
This sign intended to be in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of this sign.
THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY NSMC. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF NSMC
C US
Scale:
El Camino Real & San Ramon
Atascadero, CA. 93422
T.Behrman 03/04/2025
Chick-fil-A
#6088
HWY. 101 & San Ramon
31250R2
1. 06/02/25 TB: Update sp+elevs. 2. 07/17/25 TB: Update sp
Page 3
South Elevation
North Elevation
ELEVATIONS
0000EQ.16’-0”
3/32" = 1'-0"
RestroomOnlyExit OnlyOrderPick Up0000CLOSED SUNDAY7:00AM - 9:00PM7:00AM - 9:00PMMON-SATMON-SATDRIVE- T HRUSMOKE FREE PROPERTYNO SOLICITINGDINING ROOM0000CLOSED SUNDAY7:00AM - 9:00PM7:00AM - 9:00PMMON-SATMON-SATDRIVE- T HRUSMOKE FREE PROPERTYNO SOLICITINGDINING ROOMDeliveryDrivers
0000
CLO SED SUNDAY
7:00AM - 9:00PM
7:00AM - 9:00PM
MON-SAT
MON-SATDRIVE- T HRU
SMOKE FREE PROPERTYNO SOLICITING
DINING ROOM
0000 1'-0" 1'-0" 1'-0"
1'-0" 1'-0" 1'-0"
±82’-10”
±82’-10”
A
B
A
B
. NEW SINTRA ADDRESS NUMERALSI
I
. NEW STORE HOURS VINYL
. NEW TEAM MEMBER ONLY VINYL
V
W
VW
±15’-7”
±15’-7”
. NEW 3’-0” ILLUM. LOGO & “CHICK-FIL-A” CHANNEL LETTERS SIGN
. NEW 3’-0” ILLUM. LOGO & “CHICK-FIL-A” CHANNEL LETTERS SIGN
Designer:
National Sign
& MARKETING CORPORATION
13580 5th St., Chino, CA 91710
Tel 909.591.4742 Fax 909.747.6446
e-mail: sales@nsmc.comLic# 745030 - Exp. 01/31/26
Project Name:
Address:
Approved by:
Date:
Drawing Number
Revision
Date:
This sign intended to be in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of this sign.
THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY NSMC. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF NSMC
C US
Scale:
El Camino Real & San Ramon
Atascadero, CA. 93422
T.Behrman 03/04/2025
Chick-fil-A
#6088
HWY. 101 & San Ramon
31250R2
1. 06/02/25 TB: Update sp+elevs. 2. 07/17/25 TB: Update sp
Page 4
ELEVATIONS
East Elevation
West Elevation
0000EQ.16’-0”
3/32" = 1'-0"
RestroomOnlyExit OnlyOrderPick UpDeliveryDrivers0000CLOSED SUNDAY7:00AM - 9:00PM7:00AM - 9:00PMMON-SATMON-SATDRIVE- T HRUSMOKE FREE PROPERTYNO SOLICITINGDINING ROOM0000CLOSED SUNDAY7:00AM - 9:00PM7:00AM - 9:00PMMON-SATMON-SATDRIVE- T HRUSMOKE FREE PROPERTYNO SOLICITINGDINING ROOM
±70’-1”
±70’-1”
CENTER BETWEEN WINDOWSCENTER BETWEEN WINDOWSCENTER BETWEEN WINDOWS
C
C
D
D
±15’-5”
. NEW 3’-0” ILLUM. LOGO & “CHICK-FIL-A” CHANNEL LETTERS SIGN
. NEW 3’-0” ILLUM. LOGO & “CHICK-FIL-A” CHANNEL LETTERS SIGN
Designer:
National Sign
& MARKETING CORPORATION
13580 5th St., Chino, CA 91710
Tel 909.591.4742 Fax 909.747.6446
e-mail: sales@nsmc.comLic# 745030 - Exp. 01/31/26
Project Name:
Address:
Approved by:
Date:
Drawing Number
Revision
Date:
This sign intended to be in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of this sign.
THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY NSMC. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF NSMC
C US
Scale:
El Camino Real & San Ramon
Atascadero, CA. 93422
T.Behrman 03/04/2025
Chick-fil-A
#6088
HWY. 101 & San Ramon
31250R2
1. 06/02/25 TB: Update sp+elevs. 2. 07/17/25 TB: Update sp
Page 5
½" = 1'-0"
ILLUMINATED
CHANNEL LETTERS
. NEW 3’-0” ILLUM. “CHICK-FIL-A” CHANNEL LETTERS SIGN
A B C D
Sign Specs:Colors:
LOGO
CABINET: SIGNCOMP #2025 SINGLE FACE BODY PAINTED MATTHEWS RED MP10252.
FACES: WHITE BLEED FLEX SUBSTRATE WITH CARDINAL RED #3632-53 TRANSLUCENT VINYL FIRST
SURFACE OVERLAY WITH WHITE SHOW THRU.
RETAINER: SIGNCOMP #2095 BLEED TENSION FRAME COVER PAINTED MATHEWS RED MP 10252.
RETURNS: 9 ⅜” DEEP ALUMINUM RETURN PAINTED MATHEWS RED MP 10252.
ILLUMINATION: WHITE 6500K LED.
DISCONNECT: ELECTRICAL TOGGLE DISCONNECT SWITCH WITH BOOT
CHANNEL LETTERS
BODY: S/F CUSTOM FABRICATED ALUMINUM CHANNEL LETTERS CONSTRUCTED OF .040 WITH
.063 ALUMINUM BACKS. ALUMINUM RETURNS MECHANICALLY FASTENED TO BACKS.
INTERIOR OF SIGN TO BE PAINTED MATTE WHITE.
FACES: 3/16” #2793 RED ACRYLIC.
TRIM CAP: 1” RED JEWELITE TRIM CAP
RETURNS: 5” DEEP RETURNS PAINTED TO MATCH MOUNTING SURFACE COLOR
STANDOFF: 1/4” SLEEVE ANCHORS WITH 1/2” ALUMINUM SPACERS.
REGISTERED: 3/16” CLEAR POLYCARBONATE DISK. 3M 3632-53 CARDINAL RED VINYL ® APPLIED FIRST
SURFACE.
DISCONNECT: ELECTRICAL TOGGLE DISCONNECT SWITCH WITH LOCKING COVER WATERPROOF BOOT
ILLUMINATION: RED LED.
ALL WIRING & COMPONENTS TO MEET U.L. STANDARDS
5”
2
4
R & H 2793 / 3M RED 3632-53
MATHEWS RED MP 10252 SEMI-GLOSS
SHERWIN WILLIAMS 7566 WESTHIGHLAND WHITE2
1
4
AREA: 55.88 SQ. FT.
2’
-
1
⅜
”
3’
-
0
”
18’-7½”
DISCONNECT
SWITCH
. NEW 3’-0” ILLUM. LOGO & “CHICK-FIL-A” CHANNEL LETTERS SIGN
11
9 ⅜”
½”
WHITE FLEXIBLE SUBSTRATE3
3
Designer:
National Sign
& MARKETING CORPORATION
13580 5th St., Chino, CA 91710
Tel 909.591.4742 Fax 909.747.6446
e-mail: sales@nsmc.comLic# 745030 - Exp. 01/31/26
Project Name:
Address:
Approved by:
Date:
Drawing Number
Revision
Date:
This sign intended to be in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of this sign.
THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY NSMC. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF NSMC
C US
Scale:
El Camino Real & San Ramon
Atascadero, CA. 93422
T.Behrman 03/04/2025
Chick-fil-A
#6088
HWY. 101 & San Ramon
31250R2
1. 06/02/25 TB: Update sp+elevs. 2. 07/17/25 TB: Update sp
Page 6
Component / Manufacture Model: Ra ng: Comments,
Led Wire / Paige 98P183M 18 Awg, 600v U.L. Listed
Led Wire / Paige 984182M 18 Awg, 600v U.L. Listed
Wire Nuts / Ideal 71B,72B 300V U.L. Listed
Wire Nuts / Ideal 73B,74B,75B 600V U.L. Listed
Scotchlok/3M Tap Connector 560 600V U.L. Listed
Wire / Southwire THHN12 12 Awg, 600v U.L. Listed
Polycarbonate/Palram Americas Palsun CS Rigid Sign Face Material U.L. R/C
Toggle Switch w-Boot/ Ventex 84675 20amp, 120-277v U.L. R/C
59 24 24 10 16 24 2 19 10 12 2 28
171 Modules: GOQ Samsung - 3 GOQ 3WCO72-6500
59 Modules: GOQ Samsung - 3 GOQ LED LUNA C-2835-3WT072-6500
164.9 Watts
1 Power Supply: Generic - Mean Well HLG-240H
Load: 85.9
Modules: 230Watts: 164.9 of 192.0PS: Mean Well HLG-240H
Load: 85.9
Modules: 230Watts: 164.9 of 192.0PS: Mean Well HLG-240H
. NEW 3’-0” ILLUM. LOGO & “CHICK-FIL-A” CHANNEL LETTERS SIGNCDBA
Designer:
National Sign
& MARKETING CORPORATION
13580 5th St., Chino, CA 91710
Tel 909.591.4742 Fax 909.747.6446
e-mail: sales@nsmc.comLic# 745030 - Exp. 01/31/26
Project Name:
Address:
Approved by:
Date:
Drawing Number
Revision
Date:
This sign intended to be in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of this sign.
THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY NSMC. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF NSMC
C US
Scale:
El Camino Real & San Ramon
Atascadero, CA. 93422
T.Behrman 03/04/2025
Chick-fil-A
#6088
HWY. 101 & San Ramon
31250R2
1. 06/02/25 TB: Update sp+elevs. 2. 07/17/25 TB: Update sp
Page 12
12”1½”1½”
7’-3 5/8”
7’-0¼”
6’-8¼”
2’
-
1
”
2’
-
6
3
/
8
”
1’
-
1
1
3
/
1
6
”
1½
”
3’
-
1
1
5
/
1
6
”
2’
-
2
3
/
8
”
17.77 sq ft
FABRICATED ALUMINUM SIGN CABINETINTERNALLY 6500K WHITE LED
3W/ 2” X 2” X /16” ALUMINUM ANGLE FRAME
4” DIA. VENT ON BOTH SIDES
C-CHANNEL RETURNPAINTED MATTE BLACK
POLYCARBONATE WHITE WITH FIRST SURFACE APPLIED 3M RED 3632-53 TRANSLUCENT VINYL
ALUMINUM CLADDING WITH ALUMINUM FRAME.TEXTURED AND PAINTED OR STONE OR BRICK VENEER
TO MATCH BUILDING (VENEER TO BE DONE BY OTHERS)
ELECTRICAL TOGGLE DISCONNECT SWITCHWITH BOOT
¼” ALUMINUM PAINTED DARK BRONZE WITH ¼” ALL THREAD STUDS WELDED TO BACK. HOLES TO BE
PRE-DRILLED AND LETTERS TO BE MOUNTED WITH TWO PART EPOXY
2 PART EPOXY
VENEER
¼” ALL THREAD
¼” ALUMINUM
NUMERAL
ADDRESS NUMERAL ATTACHMENT
DETAIL
1
2
2
3
Sign Specs:Colors:
MAIN CABINET: FABRICATED .080 ALUMINUM
FACES: 2" DEEP ALUMINUM PAN, GRAPHICS TO BE ROUTED OUT AND BACKED UP WHITE ACRYLIC
ILLUMINATION: . WHITE 6500K LED
BASE: ALUMINUM FRAME CLAD IN ALUMINUM WITH TEXTURE PAINTED TO MATCH CHARCOAL
SMUDGE
SWITCH: ELECTRICAL TOGGLE DISCONNECT SWITCH WITH BOOT
ALL COMPONENTS TO BE U.L. APPROVED 3M RED 3632-53
MATTHEWS MP 74155 SV SATIN DARK BRONZE
WHITE ACRYLIC
SHERWIN WILLIAMS 7566 WESTHIGHLAND WHITE
1
2
3
4
NOTE:
*GC TO SUPPLY PRIMARY POWER SOURCE ALL
*COMPONENTS TO BE U.L. LISTED AND APPROVED.
*THE LOCATION OF THE DISCONNECT SWITCH
AFTER INSTALLATION SHALL COMPLY WITH ARTICLE
600.6(A) (1) OF THE NATIONAL ELECTRICAL CODE.
NEW
D/F ILLUMINATED
MONUMENT
½" = 1'-0"
DUNN EDWARDS DE6370 CHARCOAL SMUDGE5
11'-8"
10'-0"
6'-0" 10'-0"
5
4
3
2
1
1111
4
5
1
4
5
. NEW D/F ILLUM. MONUMENT SIGNG
2'-11"
2'-11"
2"
2" 2"
Designer:
National Sign
& MARKETING CORPORATION
13580 5th St., Chino, CA 91710
Tel 909.591.4742 Fax 909.747.6446
e-mail: sales@nsmc.comLic# 745030 - Exp. 01/31/26
Project Name:
Address:
Approved by:
Date:
Drawing Number
Revision
Date:
This sign intended to be in accordance with the requirements of Article 600 of the National Electrical Code and/or other applicable local codes. This includes proper grounding and bonding of this sign.
THIS IS AN ORIGINAL UNPUBLISHED DRAWING CREATED FOR YOUR PERSONAL USE IN CONNECTION WITH A PROJECT PLANNED FOR YOU BY NSMC. IT IS NOT TO BE SHOWN OUTSIDE YOUR ORGANIZATION NOR USED, REPRODUCED, COPIED OR EXHIBITED IN ANY FASHION UNLESS AUTHORIZED IN WRITING BY AN OFFICER OF NSMC
C US
Scale:
El Camino Real & San Ramon
Atascadero, CA. 93422
T.Behrman 03/04/2025
Chick-fil-A
#6088
HWY. 101 & San Ramon
31250R2
1. 06/02/25 TB: Update sp+elevs. 2. 07/17/25 TB: Update sp
Page 13
Sign Specs:Colors:
PYLON: EXISTING
FACES: WHITE POLYCARBONATE WITH TRANSLUCENT VINYL OVERLAYS
ILLUMINATION: EXISTING
ALL COMPONENTS TO BE U.L. APPROVED
3M RED 3632-53
MATTHEWS MP 74155 SV SATIN DARK BRONZE
WHITE POLYCARBONATE
1
2
3
NEW
D/F ILLUMINATED
MONUMENT
½" = 1'-0"
SCALE: ⅛" = 1'-0"
±10'-0" ±10'-0" ±10'-0"
±3'-4" ±3'-4" ±3'-4"
SURVEY REQUIRED PRIOR TO MANUFACTURE
5
4
3
2
1
1111
1 3
. EXIST. D/F ILLUM. PYLON SIGN - NEW TENANT PANELH
PROPOSED ELEV.
T
MDP
NO
PARKIN
G
NO
PARKIN
G
CFA-D
E
V
C
S
ST
A
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A
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M
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M
P
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O
Y
E
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M
P
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E
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M
P
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E
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NO
PA
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EVCS
S
T
A
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I
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(VAN
A
C
C
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S
S
I
B
L
E
)
COMP
A
C
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M
O
B
I
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PI
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-
U
P
FUTU
R
E
EV ST
A
L
L
FUTU
R
E
EV ST
A
L
L
FUTUR
E
EV ST
A
L
L
FUTUR
E
EV ST
A
L
L
FUTU
R
E
EV ST
A
L
L
FUTU
R
E
EV ST
A
L
L
FUTUR
E
EV ST
A
L
L
FUTU
R
E
EV ST
A
L
L
T
COMP
A
C
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EVCS
STATIO
N
MOBIL
E
PICK-U
P
M
O
B
I
L
E
PI
C
K
-
U
P
F
U
T
U
R
E
E
V
S
T
A
L
L
E
M
P
L
O
Y
E
E
E
M
P
L
O
Y
E
E
M
O
B
I
L
E
PI
C
K
-
U
P
9'
5
ORDER POINT
CANOPY (COVERED -
1,403 SF)
EXISTING SHOPPING
CENTER SIGN TO BE
DEMOLISHED
MAIN ELECTRICAL
DISTRIBUTION PANEL
(MDP)
PROPERTY LINE
NEW MONUMENT
SIGN
PROPERTY LINE
LIGHT POLE - TYP. (20' H.)
HEIGHT CLEARANCE ARMS
PEDESTRIAN
SIGN - TYP.
2
5
'
1
8
'
6
0
'
-
1
0
"
7'-4"
12'
5'
9'
25'
6'
18'
12'-4
"
32'-7
"
5
9
'
-
8
"
82'-6
"
BIKE PARKING (6 BIKES
- SHORT TERM)
ILLUMINATED
DIRECTIONAL SIGN
2
2
'
-
8
1
/
2
"
ACCESSIBLE
PATH OF TRAVEL
FROM PUBLIC
RIGHT OF WAY
FIRE RISER
9
'
OUTDOOR MEAL
DELIVERY (OMD) CANOPY
(COVERED - 1,867 SF)
MENU BOARDS
ILLUMINATED
DIRECTIONAL
SIGN
5'
PROPOSED CFA
PARCEL LINE
30
'
-
3
"
EX
I
S
T
I
N
G
D
R
I
V
E
W
A
Y
B
Y
L
A
N
D
L
O
R
D
EXISTING
ROUNDABOUT
BY LANDLORD
EXISTING
TRANSFORMER
PAD TO REMAIN
FOR PAD 2
GREASE
INTERCEPTOR
EXISTING PATHWAY
FOR BICYCLE,
PEDESTRIANS, AND
EMERGENCY ACCESS
EXISTING PATHWAY
FOR BICYCLE,
PEDESTRIANS, AND
EMERGENCY ACCESS
EXISTING GUY
WIRE AND ELECT.
POWER POLE
PROPERTY
LINE
PAD
2
1
0
1
F
R
E
E
W
A
Y
EL
C
A
M
I
N
O
R
E
A
L
SAN R
A
M
O
N
R
D
44'-6
1
/
2
"
TO P
R
O
P
E
R
T
Y
L
I
N
E
26'-1
1
1
/
2
"
TO P
R
O
P
E
R
T
Y
L
I
N
E
37'-9
1
/
2
"
TO P
R
O
P
E
R
T
Y
L
I
N
E
OUTDOOR DINING
PATIO - 258 SF
TRASH ENCLOSURE
w/ STORAGE ROOM
(COVERED) - 403 SF
10'
BUIL
D
I
N
G
&
LAN
D
S
C
A
P
E
SET
B
A
C
K
10'-7
1
/
2
"
LIGHT POLE -
TYP. (20' H.)
GAS METER
42
'
52
'
-
6
1
/
2
"
EXISTING
CURBS AND
CONCRETE
STRIP TO BE
DEMOLISHED
PROPOSED CHANGES
TO CURBS, DRIVEWAY
OPENING AND PAVER AT
EXISTING ROUNDABOUT
PROPOSED LAYOUT
ADJUSTMENT TO THE
EXISTING PARKING ROW
BY LANDLORDEXISTING PARKING
AND CURB BY
LANDLORD TO REMAIN.
4
2
'
2
5
'
P14 SE_BASE WITH STUCCO (OCT 2025)
REV
88 SEATS
GROSS: 4,847 SF (PER CFA)
NEW CFA TRANSFORMER
68'-1
"
TO P
R
O
P
E
R
T
Y
L
I
N
E
11'-8
"
25'
5
4
'
-
8
"
25'-8
"
8'
12'
5'
9'
6'-1"10'
3'
10'
2'-8"
3'
7
8'
7'-4"
PROPOSED CFA
PARCEL LINE
354'
C
A
R
S
T
A
C
K
I
N
G
305'
C
A
R
S
T
A
C
K
I
N
G
14
14
11
12
8
1'-6"
9'
8'-3"
9'
TYP
.
1
8
'
1
8
'
2
5
'
1
8
'
1
8
'
2
5
'
FLAG POLE
47
'
-
3
1
/
2
"
72
'
26'
1
2
'
-
8
"
TWO-WAY DRIVE
AISLE (SHARED
WITH NEXT
DOOR PARCEL)26
'
-
1
0
1
/
2
"
16
'
-
1
1
/
2
"
43
'
EXISTING LOT LIGHT BY
LANDLORD TO REMAIN.
UNDERGROUND
BIO-RETENTION
BMP SYSTEM
2
3
6
'
T
O
O
R
D
E
R
P
O
I
N
T
10
'
PG
&
E
EA
S
E
M
E
N
T
9'
(1) LONG-TERM
BIKE RACK
PROPOSED LANDSCAPE AREA:
NEW CONCRETE SIDEWALK:
PROPERTY LINE:
PROPOSED CFA WORK LIMIT :
PROPOSED CANOPY AREA
NEW CONCRETE CURB:
ACCESSIBLE PATH OF TRAVEL:
NUMBER OF PARKING SPACES:
LEGEND
X SP-1
PRELIMINARY SITE PLAN
TRUE
NORTH
1" = 20'-0"
TRUE
NORTH
PRELIMINARY SITE PLAN
1" = 20'-0"
SITE STATISTICS
SITE & BUILDING INFORMATION
PARKING SPACES REQUIRED:
BASIS:
KITCHEN AREA:
MEAL FULFILLMENT AREA:
TABLES [INDOOR + PATIO]:
PARKING SPACES PROVIDED:
STANDARD SPACES:
COMPACT SPACES
ACCESSIBLE SPACES:
EVCS STATIONS
EV CAPABLE SPACES (FUTURE) :
TOTAL SHORT-TERM BICYCLE SPACE
REQUIRED - 5% OF TOTAL PARKING
STALLS :
TOTAL SHORT-TERM BICYCLE SPACES
PROVIDED:
TOTAL LONG-TERM BICYCLE SPACE
REQUIRED - 5% OF 20 STAFF PARKING
STALLS :
TOTAL LONG-TERM BICYCLE SPACES
PROVIDED:
TOTAL CAR STACK SPACES REQUIRED:
TOTAL CAR STACK SPACES PROVIDED:
PARKING CALCULATION
71 SPACES
1 SPACE/ 25 SQ FT OF KITCHEN
AREA AND 1 SPACE/ TABLE
INCLUDING OUTDOOR PATIO
779.8 SQ FT/ 25 = 31
242.2 SQ FT/ 25 = 10
25+5 = 30
71 SPACES REQUIRED
71
53
2
3 ( 1 VAN ACCESSIBLE)
3 ( 1 VAN ACCESSIBLE)
10
4 SPACES
6 SPACES
1 SPACE
1 SPACE
NO REQUIREMENTS
33
OCCUPANCY:
FIRE SPRINKLER:
CONSTRUCTION TYPE
CFA PARCEL AREA:
BUILDING AREA:
CANOPY #1 (ORDER POINT) :
CANOPY #2 (DRIVE-THROUGH) :
TRASH ENCLOSURE (ROOFED) :
TOTAL SITE COVERAGE
OUTDOOR PATIO AREA:
LANDSCAPE AREA:
INTERIOR SEAT COUNT:
EXTERIOR SEAT COUNT:
FAR:
ZONING:
APN:
A2 (RESTAURANT)
YES, FULLY SPRINKLED
V-B
68,144 SQ. FT. (1.56 ACRES)
4,847 SQ. FT.
1,403 SQ. FT.
1,867 SQ. FT.
403 SQ. FT.
8,520 SQ. FT. (12.5%)
258 SQ. FT.
18,498 SQ. FT. (27.14% COVERAGE)
88 SEATS
20 SEATS
7.11 %
CPK (COMMERCIAL PARK)
049-045-035
CFA:71 SPACES TOTAL (71 SPACES REQUIRED)
PROPOSED PARCEL AREA: 68,144 S.F. (1.56 AC)
CAR STACK LENGTH: 659 FT TOTAL (33 CARS)
ORDER POINT: 236 FT INNER LANE (12TH CAR)
EASEMENT NOTES
SEE SHEET SP-1A
PRO
J
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C
T
NOR
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01-06-26
Information contained on this drawing and in all
digital files produced for above named project
may not be reproduced in any manner without
express written or verbal consent from
authorized project representatives.
ARCHITECT'S PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
FPDRAWN BY
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
NO.DATE DESCRIPTION
10
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CUP Submittal (Updated)
STORE #
--- 12-05-24 Pre-App Submittal
--- 02-18-25 Entitlement Package
--- 03-18-25 PSP 28
--- 03-31-25 Entitlement Submittal
--- 05-05-25 Entitlement Submittal (Updated)
--- 08-04-25 Site Plan Updates
--- 01-06-26 Entitlement Submittal (Updated)
T
FUTURE
EV STALL
FUTURE
EV STALL
FUTURE
EV STALL
FUTURE
EV STALL
FUTURE
EV STALL
FUTURE
EV STALL
FUTURE
EV STALL
FUTURE
EV STALL
T
NO
PARKING
NO
PARKING
MOBIL
PICK-UP
EMPLOYEE
EMPLOYEE
EMPLOYEE
NO PARKI
N
G
T
EVCS STATION
(VAN ACCESSIBLE)
EVCS
STATION
FUTURE
EV STALL
FUTURE
EV STALL
FUTURE
EV STALL
FUTURE
EV STALL
FUTURE
EV STALL
FUTURE
EV STALL
FUTURE
EV STALL
COMPACT
COMPACT
EVCS STATION
FUTURE
EV STALL
CFA-D
FUTURE EV
S
T
A
L
L
FUTURE EV
S
T
A
L
L
MOBILE PICK-UP
EMPLOYEE
EMPLOYEE
MOBILE PICK-UP
EMPLOYEE
EMPLOYEE
MOBILE
PICK-UP
SAN RA
M
O
N
R
O
A
D
D
R
I
V
E
-
T
H
R
U
SEWER POC
GAS METER
WATER POC
FIRE RISER
TYP. SITE
LIGHT (S.L.)
TRANSFORMER
P
A
V
E
D
P
A
T
H
W
A
Y
P
A
V
E
D
P
A
T
H
W
A
Y
TYP. EXIST TREE
TO BE REMOVED
SIDEWAL
K
ELEC. POC
10
9
8
7
4
3
18
1
22
21
24
25
29
30
32
17
16
14
15
31
13
12
6
5
2
28
OFFSITE
NATIVE
OFFSITE
CANOPY
WATER POC
26
27
19
20(S.L.)
DR
I
V
E
-
T
H
R
U
FIRE
HYDRANT
WATER
METERS
MONUMENT
SIGNAGE
PGE
VAULT
TRANSFORMER
FLAGPOLE
IRRIGATION
P.O.C.
LIM
I
T
O
F
C
F
A
L
A
N
D
S
C
A
P
I
N
G
W
O
R
K
SID
E
W
A
L
K
SID
E
W
A
L
K
FIRE
HYDRANT
TYP. DECORATIVE BOULDER
LOCATION - SEE LEGEND
D.G. ONLY AT
TREE
DIAMOND
PLANTERS,
TYP.
LIMIT
O
F
C
F
A
L
A
N
D
S
C
A
P
I
N
G
W
O
R
K
LIMIT
O
F
C
F
A
L
A
N
D
S
C
A
P
I
N
G
W
O
R
K
CFA LIMIT OF
LANDSCAPING
WORK
S
I
D
E
W
A
L
K
23
(S.L.)
(S.L.)
(S.L.)
(S.L.)
(S.L.)
(S.L.)
(S.L.)
(S.L.)
(S.L.)
(S.L.)
(S.L.)
ML
ML
ML
ML
ML
ML
ML
ML
ML
CANOPY
T
R
A
S
H
NATIVE
NATIVE
NATIVE
NATIVE
NATIVE
NATIVE
ELEC POC
SI
D
E
W
A
L
K
D
R
I
V
E
-
T
H
R
U
ML
J
J
J
J
J
J
J
J
J
J
J
J
J
J J
J
J
J
J
J
J J
J
J
J
J
J
J
JJ
J
JJ
J
J
J
J
J
J
J
J
NATIVE
NATIVE
LI
M
I
T
O
F
C
F
A
L
A
N
D
S
C
A
P
I
N
G
W
O
R
K
OFFSITE
PLANTING LEGEND
TREES
BOTANICAL NAMESYMBOL SIZECOMMON NAME QTY.REMARKS
L
SHRUBS
EXISTING NATIVE TREES TO BE REMOVED WITHIN LIMIT OF WORK - #'S 1, 7, 8, 19, 26 & 27 - (6) TOTAL
L
46OLEA EUROPAEA DWARF OLIVE
HESPERALOE PARVIFLORA RED YUCCA 61 L
'PINK PARADISE'
L
NOTE: ALL SHRUB PLANTING AREAS ARE TO RECEIVE A 3" THICK LAYER OF ORGANIC BARK MULCH.
24" BOXCRAPE MYRTLE HYBRIDLAGERSTROEMIA X STANDARD L9
DECIDUOUS
24" BOXHOLLY OAKQUERCUS ILEX STANDARD L1
BERBERIS THUNBERGII JAPANESE BARBERRY 49
20
FRANGULA CALIFORNICA COFFEEBERRY CULTIVAR 76
'MOUND SAN BRUNO'
EVERGREEN
17VINE HILL MANZANITA
1 galBLUE-EYED GRASS 400 S.F.24" O.C.
GROUNDCOVERS
SISYRINCHIUM BELLUM
MUHLENBERGIA CAPILLARIS WHITE MUHLY 152
CALAMAGROSTIS X ACUTIFOLIA FEATHER REED GRASS 16 M
'KARL FOERSTER'
'MONTRA'
24" BOXCALIFORNIA LAURELUMBELLULARIA STANDARD M16
EVERGREENCALIFORNICA
24" BOXCALIFORNIA SYCAMOREPLATANUS RACEMOSA STANDARD L9
DECIDUOUS
BOTANICAL NAMESYMBOL SIZECOMMON NAME QTY.
WUCOLS IV
REGION 1REMARKS
EXISTING NATIVE TREES TO REMAIN WITHIN LIMIT OF WORK - #'S 2, 3, & 20 - (3)TOTAL
EXISTING NON-NATIVE TREES TO REMAIN WITHIN LIMIT OF WORK - #21 - (1) TOTAL
DECORATIVE BOULDER - 'SYDNEY PEAK', SIZE 1-1/2' TO 4', ARRANGE AS SHOWN
AVAILABLE FROM: SANFORD STONE, PASO ROBLES, CA 805-434-4244
CALIFORNIA NATIVE
CALIFORNIA NATIVE
JUNIPERUS RIGIDA CONFERTA
PHORMIUM HYB 'BRONZE BABY'
LOROPETALUM CHINENSE NCN 41
'JAZZ HANDS-PINK'
YUCCA GLORIOSA 'BRIGHT STAR'SPANISH DAGGER 4 as shown
EUCALYPTUS 'MOON LAGOON'NCN 10 as shownML
ARCTOSTAPHYLOS DENSIFLORA
CISTUS X SKANBERGII ROCKROSE
'HOWARD MC MINN'
'BLUE PACIFIC'
SHORE JUNIPER CULTIVAR 41 L
FLAX CULTIVAR 29
as shown
as shown
as shown
as shown
as shown
as shown
as shown
as shown
as shown
as shown
as shown
FLAX LILY CULTIVAR 400 S.F.24" O.C.DIANELLA 'COOL VISTA'50%
50%
EXISTING NON-NATIVE TREES TO BE REMOVED WITHIN LIMIT OF WORK - (23) TOTAL
EXISTING TREES TO REMAIN OUTSIDE LIMIT OF WORK (LISTED ON ARBORIST REPORT)
- #'s 9,10 & 11 - (3) TOTAL
WUCOLS IV
REGION 1
SUNSET
ZONE 7
YES
SIZE
4'-10' T x 8' W
3' T x 6' W
3' T & W
5'-8' T x 7' W
6' T & W
4'-6' T & W
1'-2' T x 5' W
3'-4' T & W
4' T & W
3' T x 4' W
3'-5' T & W
3'-4' T & W
MATURE SUNSET
ZONE 7
L
L
L
L
L
L
L
15 gal
5 gal
5 gal
15 gal
5 gal
5 gal
5 gal
5 gal
5 gal
5 gal
15 gal
5 gal
15 gal
'WHITE CLOUD'
'CHERRY BOMB'
J
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
YES
1 gal
L
L
YES
YES
YES
YES
YES
'TUSCARORA'
LANDSCAPE CALCULATIONS
SHRUB & GROUNDCOVER AREA:
TOTAL LANDSCAPE AREA:
18,243 SQ. FT.
18,498 SQ. FT.
TURF AREA:0 SQ. FT.
DECOMPOSED GRANITE AREA:255 SQ. FT.
REFER TO SHEET L1.1 FOR PLANTING NOTES.
REFER TO SHEET L1.1 FOR PRELIMINARY PARKING SPACE SHADE PLAN.
REFER TO SHEET L1.2 FOR EXISTING TREE LISTING.
REFER TO SHEET L1.2 FOR TREE PROTECTION PLAN.
REFER TO SHEET L1.3 FOR TREE PROTECTION DETAILS.
REFER TO SHEET L1.4 FOR ARBORIST REPORT.
REFER TO SHEET L2.0 FOR PRELIMINARY IRRIGATION PLAN.
REFER TO SHEET L2.1 FOR PRELIMINARY WATER CONSERVATION PLAN.
NOTE:
REFER TO ARBORIST REPORT EXCERPTS ON SHEET L1.4 AND FULL ARBORIST
REPORT DATED MARCH 6, 2025.
REFER TO TREE PROTECTION PLAN AND DETAILS, SHEETS L1.2 & L1.3 FOR
ADDITIONAL INFORMATION ON EXISTING TREES TO REMAIN.
NATIVE TREE CALCULATION
QUANTITY OF NATIVE TREES ONSITE,
(PLATANUS RACEMOSA):
QUANTITY OF NATIVE TREES TO BE
REMOVED PER CONSTRUCTION:
QUANTITY OF NATIVE TREES TO BE
REMOVED w/ DBH CALIPER OF 6" OR GREATER:
REPLACEMENT NATIVE TREES - (4) PER
EVERY NATIVE REMOVED w/ DBH CALIPER OF
6" OR GREATER:
9
6
6
24
NATIVE TREES PLANTED ONSITE AS PART OF
25NEW CONSTRUCTION:1-5-26
Information contained on this drawing and in all
digital files produced for above named project
may not be reproduced in any manner without
express written or verbal consent from
authorized project representatives.
ARCHITECT'S PROJECT #
PRINTED FOR
DATE
SHEET
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DRAWN BY
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
NO.DATE DESCRIPTION
10
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Plan'g, Building, Etc.
STORE #
Renewal Date
Signature
Date
#3934ROBERTA.GAR
C
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LICEN S E D L ANDSCAPE
A
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5/31/26
S
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ENTITLEMENT
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M
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N
T
L A N D S C A P E
A R C H I T E C T U R E
+ D E S I G N
414 Olive St Santa Barbara CA 93101
949.489.5623
email:
office:
team hourianassociates.com@
HOURIAN ASSOCIATES INC.
PRELIMINARY
LANDSCAPE PLAN
L1.0
vg/NH
PRELIMINARY LANDSCAPE PLAN
SCALE: 1" = 20'-0"
0 20 4010 60
SIGNAGE BY OTHERS
UNDER SEPARATE PERMIT
T.O. SLAB 0"
B.O. CANOPY 9' - 8"
T.O. TOWER 23' - 0"
OUTLINE OF MECHANICAL
ROOFTOP UNITS BEYOND - TYP.
T.O. TOWER 23' - 0"
A-1
PT-3
OUTLINE OF MECHANICAL
ROOFTOP UNITS BEYOND - TYP.
A-1 A-1
SIGNAGE BY OTHERS
UNDER SEPARATE PERMIT
T.O. SLAB 0"
B.O. CANOPY 9' - 8"
STC-3 STC-1
EC-1 PT-1STC-1
ST-1 GL-41
STC-1 EC-1 STC-1 PT-1
STC-1
PT-3
STC-3
A-1A-1
STC-1 STC-3
STC-3 STC-2 ST-1 ST-1ST-1STC-3 STC-3
STC-1 PT-1 EC-1 PT-1 EC-1 STC-1
STC-2STC-1STC-1
STC-1
A-1
METAL SCREEN AT
TRASH CORRAL
STC-1
T.O. PARAPET 22' - 0"
T.O. PARAPET 22' - 0"
PT-3
PT-3
PT-3
GFRC-1
GFRC-1 PT-3
GFRC-1
A-1
ST-1STC-3
A-1
ST-1 GFRC-1 GL-41
STC-2 STC-2 STC-2
ST-1
ST-1GFRC-1 ENCLOSURE BOX FOR
MAIN ELECTRICAL
DISTRIBUTION PANEL AND
METER
WELCOME SIGN AND
SCONCE LIGHT BY
OTHERS - UNDER
SEPARATE PERMIT
EXTERIOR FINISHES
STC-1
STUCCO
COLOR TO MATCH SHERWIN WILLIAMS
SW7566 "WESTHIGHLAND WHITE"
PT-2
ST-1
EXTERIOR PAINT
COLOR CFA CUSTOM "URBAN NIGHT"
YKK STOREFRONT SYSTEM
COLOR "DARK BRONZE"
STC-2
STUCCO
COLOR TO MATCH SHERWIN WILLIAMS
SW6172 "HARDWARE"
PT-1
EXTERIOR PAINT
COLOR TO MATCH SHERWIN WILLIAMS
SW7566 "WESTHIGHLAND WHITE"
EC-1
PARAPET WALL COPING
COLOR TO MATCH STC-1
A-1
ALUMINUM AWNING
COLOR "DARK BRONZE"
STC-3
STUCCO
COLOR TO MATCH SHERWIN WILLIAMS
CFA CUSTOM "URBAN NIGHT"PT-3
EXTERIOR PAINT
COLOR "DARK BRONZE"
GL-41
LAMINATED GLASS
- "TRANSLUCENT WHITE"
GFRC-1
GLASS FIBER REINFORCED CONCRETE -
VERISTONE - CUSTOM COLOR: TO MATCH
ADJACENT STUCCO FINISH
A-301
EXTERIOR ELEVATIONS
01-06-26
Information contained on this drawing and in all
digital files produced for above named project
may not be reproduced in any manner without
express written or verbal consent from
authorized project representatives.
ARCHITECT'S PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
FPDRAWN BY
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
NO.DATE DESCRIPTION
10
1
&
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REVISION SCHEDULE
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1
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24-169
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234
1234
CUP Submittal (Updated)
STORE #
--- 12-05-24 Pre-App Submittal
--- 02-18-25 Entitlement Package
--- 03-18-25 PSP 28
--- 03-31-25 Entitlement Submittal
--- 05-05-25 Entitlement Submittal (Updated)
--- 08-04-25 Site Plan Updates
--- 01-06-26 Entitlement Submittal (Updated)
NORTH ELEVATION
1/4"= 1'-0"
1
SOUTH ELEVATION
1/4"= 1'-0"
2
SIGNAGE BY OTHERS
UNDER SEPARATE PERMIT
GAS METER
A-1
T.O. PARAPET 22'-0"
T.O. SLAB 0"
B.O. CANOPY 9' - 8"
A-1 A-1 A-1 A-1
SIGNAGE BY OTHERS
UNDER SEPARATE PERMIT
OUTLINE OF MECHANICAL
ROOFTOP UNITS BEYOND - TYP.
A-1
T.O. PARAPET 22'-0"
T.O. SLAB 0"
B.O. CANOPY 9' - 8"
EC-1STC-1 STC-1PT-1
STC-3STC-1STC-3
PT-1
ST-1
EC-1PT-1 STC-1 STC-1PT-1
STC-3
STC-1
STC-1
A-1
ST-1ST-1ST-1
STC-3
A-1
STC-1 STC-1
T.O. TOWER 23'-0"
T.O. TOWER 23'-0"
PT-3
GFRC-1GFRC-1
ST-1
ELECTRIC HEATER
ABOVE WINDOW
OUTLINE OF MECHANICAL
ROOFTOP UNITS BEYOND - TYP.
STC-2STC-2STC-2
STC-2 STC-2
METAL SCREEN AT
TRASH CORRAL
STC-2
STC-3
EXTERIOR FINISHES
STC-1
STUCCO
COLOR TO MATCH SHERWIN WILLIAMS
SW7566 "WESTHIGHLAND WHITE"
PT-2
ST-1
EXTERIOR PAINT
COLOR CFA CUSTOM "URBAN NIGHT"
YKK STOREFRONT SYSTEM
COLOR "DARK BRONZE"
STC-2
STUCCO
COLOR TO MATCH SHERWIN WILLIAMS
SW6172 "HARDWARE"
PT-1
EXTERIOR PAINT
COLOR TO MATCH SHERWIN WILLIAMS
SW7566 "WESTHIGHLAND WHITE"
EC-1
PARAPET WALL COPING
COLOR TO MATCH STC-1
A-1
ALUMINUM AWNING
COLOR "DARK BRONZE"
STC-3
STUCCO
COLOR TO MATCH SHERWIN WILLIAMS
CFA CUSTOM "URBAN NIGHT"PT-3
EXTERIOR PAINT
COLOR "DARK BRONZE"
GL-41
LAMINATED GLASS
- "TRANSLUCENT WHITE"
GFRC-1
GLASS FIBER REINFORCED CONCRETE -
VERISTONE - CUSTOM COLOR: TO MATCH
ADJACENT STUCCO FINISH
A-302
EXTERIOR ELEVATIONS
01-06-26
Information contained on this drawing and in all
digital files produced for above named project
may not be reproduced in any manner without
express written or verbal consent from
authorized project representatives.
ARCHITECT'S PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
FPDRAWN BY
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
NO.DATE DESCRIPTION
10
1
&
S
A
N
R
A
M
O
N
F
S
U
REVISION SCHEDULE
CU
P
S
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B
M
I
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A
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(
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P
D
A
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NE
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1
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1
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C
A
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06088
CH
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-
F
I
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-
A
24-169
1
B
C
D
E
A
B
C
D
E
234
1234
CUP Submittal (Updated)
STORE #
--- 12-05-24 Pre-App Submittal
--- 02-18-25 Entitlement Package
--- 03-18-25 PSP 28
--- 03-31-25 Entitlement Submittal
--- 05-05-25 Entitlement Submittal (Updated)
--- 08-04-25 Site Plan Updates
--- 01-06-26 Entitlement Submittal (Updated)
WEST ELEVATION
1/4"= 1'-0"
3
EAST ELEVATION
1/4"= 1'-0"
4
T
NO
PARKIN
G
NO
PARKI
N
G
MOBIL
PICK-U
P
E
M
P
L
O
Y
E
E
E
M
P
L
O
Y
E
E
E
M
P
L
O
Y
E
E
N
O
P
A
R
K
I
N
G
T
T
EVCS
S
T
A
T
I
O
N
(VAN
A
C
C
E
S
S
I
B
L
E
)
EVCS
STAT
I
O
N
FUTUR
E
EV ST
A
L
L
FUTUR
E
EV ST
A
L
L
FUTU
R
E
EV ST
A
L
L
FUTU
R
E
EV ST
A
L
L
FUTUR
E
EV ST
A
L
L
FUTU
R
E
EV ST
A
L
L
FUTU
R
E
EV ST
A
L
L
MDP
COMP
A
C
T
COMP
A
C
T
E
V
C
S
ST
A
T
I
O
N
FUTUR
E
EV ST
A
L
L
CFA-D
FU
T
U
R
E
E
V
S
T
A
L
L
F
U
T
U
R
E
E
V
S
T
A
L
L
M
O
B
I
L
E
PI
C
K
-
U
P
E
M
P
L
O
Y
E
E
E
M
P
L
O
Y
E
E
M
O
B
I
L
E
PI
C
K
-
U
P
E
M
P
L
O
Y
E
E
E
M
P
L
O
Y
E
E
M
O
B
I
L
E
PI
C
K
-
U
P
PROPERTY LINE
PROPERTY LINE
PARCEL LINE
OD-3
OD-1
OD-2
OD-2
OD-2
OD-2
OD-2
OD-2
OD-2
Z1
Z1
Z1
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
Z2
OA-2
Z1
OB
OXA
OXA
Z1
Z1
Z1
Z1
OA-2
P14 SE_BS WITH STUCCO (AUG 2024)
REV
70 SEATS
GROSS: 4,905 SF (PER CFA)
OA-1
OA-1
OA-2
OA-1
OA-1
OA-1
OA-2
OA-1
OA-1
OA-1
OA-1
OD-2
OD-2
OXE
TRUE
NORTH
PHOTOMETRIC SITE PLAN
1" = 20'-0"
PH-1
PHOTOMETRIC SITE PLAN
01-06-26
Information contained on this drawing and in all
digital files produced for above named project
may not be reproduced in any manner without
express written or verbal consent from
authorized project representatives.
ARCHITECT'S PROJECT #
PRINTED FOR
DATE
SHEET
SHEET NUMBER
FPDRAWN BY
Chick-fil-A
5200 Buffington Road
Atlanta, Georgia
30349-2998
NO.DATE DESCRIPTION
10
1
&
S
A
N
R
A
M
O
N
F
S
U
REVISION SCHEDULE
CU
P
S
U
B
M
I
T
T
A
L
(
U
P
D
A
T
E
D
)
NE
C
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F
H
W
Y
1
0
1
&
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A
N
R
A
M
O
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AT
A
S
C
A
D
E
R
O
,
C
A
A
06088
CH
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K
-
F
I
L
-
A
24-169
1
B
C
D
E
A
B
C
D
E
234
1234
CUP Submittal (Updated)
STORE #
--- 12-05-24 Pre-App Submittal
--- 02-18-25 Entitlement Package
--- 03-18-25 PSP 28
--- 03-31-25 Entitlement Submittal
--- 05-05-25 Entitlement Submittal (Updated)
--- 08-04-25 Site Plan Updates
--- 01-06-26 Entitlement Submittal (Updated)
OD-1/OD-2
OXA
OXE
OA-1*/OA-2
PRO
J
E
C
T
NOR
T
H
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
Calc Zone #1 0.7 fc 9.5 fc 0.0 fc N/A N/A
Schedule
Symbol Label QTY Manufacturer Catalog Description Lamp Filename Number
Lamps
Lamp
Output LLF Input
Power
OD-1
1 COOPER LIGHTING
SOLUTIONS - McGRAW-
EDISON (FORMERLY
EATON)
GLEON-SA2A-730-U-
T4W-HSS
GALLEON AREA AND ROADWAY LUMINAIRE
(2) 70 CRI, 3000K, 615mA LIGHTSQUARES
WITH 16 LEDS EACH AND TYPE IV WIDE
OPTICS WITH HOUSE SIDE SHIELD
GLEON-SA2A-
730-U-T4W-
HSS.ies
32 196 0.85 66
OD-2
9 COOPER LIGHTING
SOLUTIONS - McGRAW-
EDISON (FORMERLY
EATON)
GLEON-SA2A-730-U-
5WQ
GALLEON AREA AND ROADWAY LUMINAIRE
(2) 70 CRI, 3000K, 615mA LIGHTSQUARES
WITH 16 LEDS EACH AND TYPE V WIDE
OPTICS
GLEON-SA2A-
730-U-5WQ.ies
32 286 0.85 66
Z1
8 COOPER LIGHTING
SOLUTIONS - HALO
(FORMERLY EATON)
RLD4069301EWH-WB 4" RL Deep Baffle, 91 CRI, 3000K, Matte
White
(12) 3000K CCT, 91 CRI
LEDS
RLD4069301EW
H-WB.ies
12 57 0.85 8.5
Z2 14 LSI INDUSTRIES, INC.CRUS-SC-LW-30 CRUS-SC-LW-
30.ies
1 10455 0.2 73
OA-1*
4 PROGRESS P5675-3130K 5" 17W LED Direct/Indirect Cylinder 2- 3000K LED Modules PROG_P5675-
3130K_17.0276
8_testlabreports
.ies
1 829 0.85 33.9
OXA
2 BEGA Converted by
LUMCat V 11.02.2016 /
H.R.
84667K4 LED 22,4W 84667_K4_BEGA
_IES.ies
1 2619 0.85 26
OXE
1 BEGA Converted by
LUMCat V 14.02.2017 /
H.R.
22392K4 LED 17,9W 22392K4_BEGA_
IES.ies
1 2909 0.4 22.9
OB 1 ANP LIGHTING H-18112 38/LED2/40 12" ANGLE SHADE, 4000 LUMENS, 4000K H-18112 38W-
LED2-40.IES
1 3782 0.6 41.21
*Wall sconces denoted as "OA-1" are "Downlight ONLY" type to avoid conflict with exterior wall signs or other architectural elements above
them. Do not connect power to the upper LED light module.
HEIGHT: 9'-8"
HEIGHT: 9'-8"
HEIGHT: 9'-0"
HEIGHT: 3'-7 1/2"
HEIGHT: 9'-0"
HEIGHT: 10'-2"
HEIGHT: 20'-0"
HEIGHT: 20'-0"
OD-3
1 COOPER LIGHTING
SOLUTIONS - McGRAW-
EDISON (FORMERLY
EATON)
GLEON-SA4A-730-U-
T4W-HSS
GALLEON AREA AND ROADWAY LUMINAIRE
(4) 70 CRI, 3000K, 615mA LIGHTSQUARES
WITH 16 LEDS EACH AND TYPE V WIDE
OPTICS WITH HOUSE SIDE SHIELD
GLEON-SA4A-
730-U-T4W-
32 286 0.85 66HEIGHT: 20'-0"
HSS.ies
OA-2
9 PROGRESS P5675-3130K 5" 17W LED Direct/Indirect Cylinder 2- 3000K LED Modules PROG_P5675-
3130K_17.0276
8_testlabreports
.ies
1 829 0.85 33.9
HEIGHT: 9'-0"
Downlight Only
Up and Down Light
12-04-24 01-09-25 01-24-25
02-18-25 02-19-25 03-21-25
03-27-25 03-28-25 04-30-25
05-05-25 05-12-25 07-28-25
08-04-25 10-15-25 12-17-25
12-22-25 12-24-25 12-29-25
12-31-25
PRELIMINARY ELEVATIONS
NE Corner of Hwy 101 & San Ramon, Atascadero, CA
Note:All roof top mechanical equipment shall be located in
equipment well and screened from view by parapet walls.
File Name: 24-169 Color Elevations
COLOR AND MATERIAL LEGEND
EAST ELEVATION WEST ELEVATION
Stucco STC-3
Storefront ST-1
Stucco STC-3
Storefront ST-1
Exterior Paint PT-3
Exterior Paint PT-3 Glass Fiber Reinforced Concrete GFRC-1
Laminated Glass GL-41
Exterior Paint PT-2
Aluminum Awning A-1
Stucco STC-2
Exterior Paint PT-1
Stucco STC-1
Parapet Wall Coping EC-1
23
'
NORTH ELEVATION SOUTH ELEVATION
Aluminum Awning A-1
Stucco STC-2
Exterior Paint PT-1
Parapet Wall Coping EC-1
Stucco STC-1
STC-1 Stucco - Paint Sherwin Williams #SW7566 "Westhighland White"
Stucco - Paint Sherwin Williams CFA Custom "Urban Night"
Parapet Wall Coping - Color to Match STC-1
STC-3
EC-1
Exterior Paint - Color to Match STC-3 PT-2
STC-2 Stucco - Paint Sherwin Williams #SW6172 "Hardware"
Aluminum Awning - Color: "Dark Bronze" A-1
YKK Storefront System - Color: "Dark Bronze ST-1
Exterior Paint - Color to Match STC-1 PT-1
Exterior Paint - Color: "Dark Bronze" PT-3
23
'
22
'
9'
-
8
"
10
'
-
6
"
Glass Fiber Reinforced Concrete - Veristone - Custom Color:
To Match Adjacent Stucco Finish
GFRC-1
0 2 4 8 16 32 FT
Laminated Glass "Translucent White"GL-41
SCALE: 1/8" = 1'-0"
22
'
-
0
"
12-04-24 01-09-25 01-24-25
02-18-25 02-19-25 03-21-25
03-27-25 03-28-25 04-30-25
05-05-25 05-12-25 07-28-25
08-04-25 10-15-25 12-17-25
12-22-25 12-24-25 12-29-25
12-31-25
PRELIMINARY ELEVATIONS
NE Corner of Hwy 101 & San Ramon, Atascadero, CA
Note:All roof top mechanical equipment shall be located in
equipment well and screened from view by parapet walls.
File Name: 24-169 Color Elevations
COLOR AND MATERIAL LEGEND
VIEW FROM PARKING LOT
0 2 4 8 16 32 FT
STC-1 Stucco - Paint Sherwin Williams #SW7566 "Westhighland White"
Stucco - Paint Sherwin Williams CFA Custom "Urban Night"
Parapet Wall Coping - Color to Match STC-1
STC-3
EC-1
Exterior Paint - Color to Match STC-3 PT-2
STC-2 Stucco - Paint Sherwin Williams #SW6172 "Hardware"
Aluminum Awning - Color: "Dark Bronze" A-1
YKK Storefront System - Color: "Dark Bronze ST-1
Exterior Paint - Color to Match STC-1 PT-1
Exterior Paint - Color: "Dark Bronze" PT-3
Glass Fiber Reinforced Concrete - Veristone - Custom Color:
To Match Adjacent Stucco Finish
GFRC-1
Laminated Glass "Translucent White"GL-41
12-04-24 01-09-25 01-24-25
02-18-25 02-19-25 03-21-25
03-27-25 03-28-25 04-30-25
05-05-25 05-12-25 07-28-25
08-04-25 10-15-25 12-17-25
12-22-25 12-24-25 12-29-25
12-31-25
PRELIMINARY ELEVATIONS
NE Corner of Hwy 101 & San Ramon, Atascadero, CA
Note:All roof top mechanical equipment shall be located in
equipment well and screened from view by parapet walls.
File Name: 24-169 Color Elevations
COLOR AND MATERIAL LEGEND
VIEW TOWARD MEAL DELIVERY AREA
0 2 4 8 16 32 FT
STC-1 Stucco - Paint Sherwin Williams #SW7566 "Westhighland White"
Stucco - Paint Sherwin Williams CFA Custom "Urban Night"
Parapet Wall Coping - Color to Match STC-1
STC-3
EC-1
Exterior Paint - Color to Match STC-3 PT-2
STC-2 Stucco - Paint Sherwin Williams #SW6172 "Hardware"
Aluminum Awning - Color: "Dark Bronze" A-1
YKK Storefront System - Color: "Dark Bronze ST-1
Exterior Paint - Color to Match STC-1 PT-1
Exterior Paint - Color: "Dark Bronze" PT-3
Glass Fiber Reinforced Concrete - Veristone - Custom Color:
To Match Adjacent Stucco Finish
GFRC-1
Laminated Glass "Translucent White"GL-41
SCALE: 1/4" = 1'-0"
12-04-24 01-09-25 01-24-25
02-18-25 02-19-25 03-21-25
03-27-25 03-28-25 04-30-25
05-05-25 05-12-25 07-28-25
08-04-25 10-15-25 12-17-25
12-22-25 12-24-25 12-29-25
12-31-25
PRELIMINARY ELEVATIONS
NE Corner of Hwy 101 & San Ramon, Atascadero, CA
Note:All roof top mechanical equipment shall be located in
equipment well and screened from view by parapet walls.
File Name: 24-169 Color Elevations
COLOR AND MATERIAL LEGEND
VIEW TOWARD ORDER POINT AREA
0 2 4 8 16 32 FT
STC-1 Stucco - Paint Sherwin Williams #SW7566 "Westhighland White"
Stucco - Paint Sherwin Williams CFA Custom "Urban Night"
Parapet Wall Coping - Color to Match STC-1
STC-3
EC-1
Exterior Paint - Color to Match STC-3 PT-2
STC-2 Stucco - Paint Sherwin Williams #SW6172 "Hardware"
Aluminum Awning - Color: "Dark Bronze" A-1
YKK Storefront System - Color: "Dark Bronze ST-1
Exterior Paint - Color to Match STC-1 PT-1
Exterior Paint - Color: "Dark Bronze" PT-3
Glass Fiber Reinforced Concrete - Veristone - Custom Color:
To Match Adjacent Stucco Finish
GFRC-1
Laminated Glass "Translucent White"GL-41
SCALE: 1/4" = 1'-0"
12-04-24 01-09-25 01-24-25
02-18-25 02-19-25 03-21-25
03-27-25 03-28-25 04-30-25
05-05-25 05-12-25 07-28-25
08-04-25 10-15-25 12-17-25
12-22-25 12-24-25 12-29-25
12-31-25
PRELIMINARY ELEVATIONS
NE Corner of Hwy 101 & San Ramon, Atascadero, CA
Note:All roof top mechanical equipment shall be located in
equipment well and screened from view by parapet walls.
File Name: 24-169 Color Elevations
COLOR AND MATERIAL LEGEND
BIRD'S EYE VIEW FROM EL CAMINO REAL
0 2 4 8 16 32 FT
STC-1 Stucco - Paint Sherwin Williams #SW7566 "Westhighland White"
Stucco - Paint Sherwin Williams CFA Custom "Urban Night"
Parapet Wall Coping - Color to Match STC-1
STC-3
EC-1
Exterior Paint - Color to Match STC-3 PT-2
STC-2 Stucco - Paint Sherwin Williams #SW6172 "Hardware"
Aluminum Awning - Color: "Dark Bronze" A-1
YKK Storefront System - Color: "Dark Bronze ST-1
Exterior Paint - Color to Match STC-1 PT-1
Exterior Paint - Color: "Dark Bronze" PT-3
Glass Fiber Reinforced Concrete - Veristone - Custom Color:
To Match Adjacent Stucco Finish
GFRC-1
Laminated Glass "Translucent White"GL-41
SCALE: 1/4" = 1'-0"
12-04-24 01-09-25 01-24-25
02-18-25 02-19-25 03-21-25
03-27-25 03-28-25 04-30-25
05-05-25 05-12-25 07-28-25
08-04-25 10-15-25 12-17-25
12-22-25 12-24-25 12-29-25
12-31-25
PRELIMINARY ELEVATIONS
NE Corner of Hwy 101 & San Ramon, Atascadero, CA
Note:All roof top mechanical equipment shall be located in
equipment well and screened from view by parapet walls.
File Name: 24-169 Color Elevations
COLOR AND MATERIAL LEGEND
VIEW FROM STREET CORNER - SAN RAMON ROAD AND
0 2 4 8 16 32 FT
STC-1 Stucco - Paint Sherwin Williams #SW7566 "Westhighland White"
Stucco - Paint Sherwin Williams CFA Custom "Urban Night"
Parapet Wall Coping - Color to Match STC-1
STC-3
EC-1
Exterior Paint - Color to Match STC-3 PT-2
STC-2 Stucco - Paint Sherwin Williams #SW6172 "Hardware"
Aluminum Awning - Color: "Dark Bronze" A-1
YKK Storefront System - Color: "Dark Bronze ST-1
Exterior Paint - Color to Match STC-1 PT-1
Exterior Paint - Color: "Dark Bronze" PT-3
Glass Fiber Reinforced Concrete - Veristone - Custom Color:
To Match Adjacent Stucco Finish
GFRC-1
Laminated Glass "Translucent White"GL-41
12-04-24 01-09-25 01-24-25
02-18-25 02-19-25 03-21-25
03-27-25 03-28-25 04-30-25
05-05-25 05-12-25 07-28-25
08-04-25 10-15-25 12-17-25
12-22-25 12-24-25 12-29-25
12-31-25
PRELIMINARY ELEVATIONS
NE Corner of Hwy 101 & San Ramon, Atascadero, CA
Note:All roof top mechanical equipment shall be located in
equipment well and screened from view by parapet walls.
File Name: 24-169 Color Elevations
COLOR AND MATERIAL LEGEND
VIEW FROM SAN RAMON ROAD AND EL CAMINO REAL
0 2 4 8 16 32 FT
STC-1 Stucco - Paint Sherwin Williams #SW7566 "Westhighland White"
Stucco - Paint Sherwin Williams CFA Custom "Urban Night"
Parapet Wall Coping - Color to Match STC-1
STC-3
EC-1
Exterior Paint - Color to Match STC-3 PT-2
STC-2 Stucco - Paint Sherwin Williams #SW6172 "Hardware"
Aluminum Awning - Color: "Dark Bronze" A-1
YKK Storefront System - Color: "Dark Bronze ST-1
Exterior Paint - Color to Match STC-1 PT-1
Exterior Paint - Color: "Dark Bronze" PT-3
Glass Fiber Reinforced Concrete - Veristone - Custom Color:
To Match Adjacent Stucco Finish
GFRC-1
Laminated Glass "Translucent White"GL-41
SCALE: 1/4" = 1'-0"
12-04-24 01-09-25 01-24-25
02-18-25 02-19-25 03-21-25
03-27-25 03-28-25 04-30-25
05-05-25 05-12-25 07-28-25
08-04-25 10-15-25 12-17-25
12-22-25 12-24-25 12-29-25
12-31-25
PRELIMINARY ELEVATIONS
NE Corner of Hwy 101 & San Ramon, Atascadero, CA
Note:All roof top mechanical equipment shall be located in
equipment well and screened from view by parapet walls.
File Name: 24-169 Color Elevations
COLOR AND MATERIAL LEGEND
EAST ELEVATION WEST ELEVATION
Stucco STC-3
Stucco STC-3
Stucco STC-1
Parapet Wall Coping EC-1
NORTH ELEVATION SOUTH ELEVATION
Exterior Paint PT-3
STC-1 Stucco - Paint Sherwin Williams #SW7566 "Westhighland White"
Stucco - Paint Sherwin Williams CFA Custom "Urban Night"
Parapet Wall Coping - Color to Match STC-1
STC-3
EC-1
Exterior Paint - Color: "Dark Bronze" PT-3
Stucco STC-1
Parapet Wall Coping EC-1
Exterior Paint PT-3
11
'
-
5
/
8
"
SCALE: 1/4" = 1'-0"
0 2 4 8 16 FT