HomeMy WebLinkAboutItem 5.a.1-5.a.3 Review of commercial buildings and supporting site improvements such as parking, access, and landscaping for neighboring vacant lots in the Airport Area. The Projects are exempt from environemntal review.
ARCHITECTURAL REVIEW COMMISSION AGENDA REPORT
SUBJECT: REVIEW OF COMMERCIAL BUILDINGS AND SUPPORTING SITE
IMPROVEMENTS SUCH AS PARKING, ACCESS, AND LANDSCAPING FOR
NEIGHBORING VACANT LOTS IN THE AIRPORT AREA. THE PROJECTS ARE
EXEMPT FROM ENVIRONMENTAL REVIEW .
BY: Hannah Hanh, Associate Planner FROM: Rachel Cohen, Principal Planner
Phone Number: (805) 781-7432 Phone Number: (805) 781-7574
Email: hhanh@slocity.org Email: rcohen@slocity.org
PROJECT ADDRESSES AND APPLICATION NUMBERS:
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026
PROJECT APPLICANTS/OWNERS:
Lot 16: 4195 Earthwood, LLC (Thom Jess)
Lot 17: Cody and Jacqueline Gambril
Lot 18: Rick and Teri Gambril
Lot 19: G2 Earthwood, LLC (Mark Goodwin)
Lots 20-21: Pacific Properties CA, LLC (Rob Zimmerman)
PROJECT REPRESENTATIVE: Thom Jess, Arris Studio Architect
RECOMMENDATION
Provide a recommendation to the Community Development Director regarding each
proposed project’s consistency with applicable goals, policies, guidelines, and standards
in the Airport Area Specific Plan, Community Design Guidelines, and Sign Regulations.
These actions may include recommended conditions to address project consistency with
the preceding goals, policies, guidelines, and standards.
1.0 PROJECT SUMMARIES
The Project Applicants have submitted Moderate Development Review applications to
develop a series of neighboring vacant lots at 4145-4195 Earthwood Lane with
commercial buildings and supporting site improvements such as parking, access, and
landscaping (Attachments A, C, and E – Project Plans; Figures 1 and 2). In total, there
are three (3) separate projects (ARCH-0034-2026, -0106-2026, and -0107-2026) to
develop these lots in pairings (i.e., Lots 16-17, 18-19, and 20-21 of Tract 2943; Figure 4).
Meeting Date: 8/3/2026
Item Numbers: 5a.1, 5a.2, & 5a.3
Time Estimate: 60 minutes
Page 11 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Each project includes two commercial buildings, with one on each lot; a sign program;
removal of and compensatory plantings for a street tree; and shared driveway access,
parking, and trash areas. Aside from the approximate 4,700 square foot building on Lot
16 that is anticipated for office use, the other buildings on the remaining lots would be
approximately 3,800 to 4,100 square feet in size and are anticipated to accommodate a
range of allowable service commercial and manufacturing uses. The sign program for
each project includes awning signs above, or in proximity to, the entrances of each tenant
space. To facilitate the development of these lots, street trees located in the shared
driveway areas would be removed and compensated onsite.
To provide clarification and inform the Architectural Review Commission’s (ARC) review,
these projects include many similarities in the proposed building, site, and sign designs,
and would therefore be subject to the same underlying site context and constraints as
well as relevant design standards and guidelines of the Airport Area Specific Plan (AASP)
and Community Design Guidelines (CDG). While the Development Review applications
are technically separate, these projects have been similarly designed by the same
architect (i.e., project representative), were submitted to the City for review within a close
timeframe, and are ready for the ARC’s review at the same time. To streamline the ARC’s
review, these applications are analyzed together in this report to reduce redundances in
the project discussions and evaluations. For purposes of this hearing review, the different
applications are identified as Project #1 in red, Project #2 in blue, and Project #3 in green.
Project similarities and differences are further detailed in the proceeding sections.
It is acknowledged that each project is a separate application with different ownerships
and would operate independently. The ARC’s review would result in separate sets of
recommendations (i.e., one for each project), which may include overlap due to the
proposed designs. These recommendations would be forwarded to the Community
Development Director, who will review and make the final decision for each separate
project.
Figure 1 – Rendering of Earthwood Lane Looking South
Page 12 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Figure 2 – Project Sites and Vicinity
Accompanying Project Applications and Requests
Minor Use Permit (USE-0035-2026)
In accordance with Table 4-3 (Allowed Uses) of the AASP, Project #1 includes an
accompanying Minor Use Permit application to establish an office use (for production and
administration) at Lot 16. This office is anticipated to be an architect’s office (i.e., future
location of Arris Studio Architects) that would operate Mondays to Fridays from 7:00 a.m.
to 6:00 p.m.
Page 13 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Tree Removal Applications (TREE-0158-2026, TREE-0307-2026, and TREE-0308-2026)
Because street trees were inadvertently planted in direct conflict with the shared driveway
easement of each lot pairing, each project includes an accompanying Tree Removal
Application to remove the tree in its respective shared driveway easement (Figure 3). In
total, three (3) street trees would be removed (i.e., one per project site), and
compensatory plantings would be provided onsite, respectively, consistent with
landscaping-related design standards in the AASP for each project.
Figure 3 – Requested Tree Removals
2.0 PURVIEW OF THE COMMISSION
Per San Luis Obispo Municipal Code (SLOMC) Section 17.106.040(A)(1), the ARC’s role
for Moderate Development Review applications is to (a) evaluate the project for
consistency with applicable goals, policies, guidelines, and standards in the Airport Area
Specific Plan (AASP), Community Design Guidelines (CDG), and Sign Regulations, and
(b) provide a recommendation to the Director regarding project consistency with these
preceding goals, policies, guidelines, and standards.
Page 14 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Following the ARC’s review, each project will be scheduled for a final review and decision
by the Director. As part of this final review and decision, the Director will review the ARC’s
recommendation and all accompanying applications and requests.
3.0 PROJECT SITE INFORMATION
Site Data
Project #1 Location 4185 and 4195 Earthwood Lane (Lots 16-17)
Project #2 Location 4165 and 4175 Earthwood Lane (Lots 18-19)
Project #3 Location 4145 and 4155 Earthwood Lane (Lots 20-21)
Land Use Designation Services and Manufacturing
Specific Plan Airport Area Specific Plan (AASP)
Zone Manufacturing (M)
Project #1 Site Area Approximately 0.42 acre
Project #2 Site Area Approximately 0.41 acre
Project #3 Site Area Approximately 0.41 acre
Surrounding Uses
North – Vacant lots, daycare facility, etc.
South – Avila Ranch Development
East – Vacant lots, manufacturing, bar/tavern,
warehousing, retail, etc.
West – Manufacturing
On December 2, 2008, the City Council approved a Tentative Tract Map to create 23
commercial lots at 143, 151, and 163 Suburban Road (Tract 2943). Since the approval of
the map, some infill development has occurred along with the construction of Earthwood
Lane to provide a road connection between Suburban Road and Venture Drive/Venture
Lane (Avila Ranch Development). This tract created relatively small lots that were
intended for small-scale developments, and Projects #1-3 include individual parcels
ranging from 9,011 to 9,277 square feet in size (Figure 4). Each lot pairing that fronts
Earthwood Lane includes a shared access easement (i.e., areas labeled as 20’ x 20’
P.R.A.E. [private reciprocal access easement] in Figure 4) to consolidate and coordinate
future development between neighboring properties. While these lots are not limited to
specific site designs, Figures 5-6 provide examples of conceptual site layouts that were
envisioned for the tract, after consideration of the limited lot sizes and configurations.
Page 15 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
While there are minor variations in lot dimensions and underlying easements between
Projects #1-3, each project generally includes a U-shaped development (example shown
in Figure 7). To effectively develop and maintain these lots as separate properties, the
building envelopes would extend to just outside of required setback and easement areas.
Supporting site features (i.e., parking, access, and trash areas) would be centralized for
shared use and reduce overlaps in need.
Figure 4 – Excerpt of Tract 2943
Page 16 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Figure 5 – Site Design Schematic #1
Figure 6 – Site Design Schematic #2
Page 17 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Figure 7 – Project Site Layout (Site Plan Excerpt of Project #1)
4.0 PROJECT DESIGNS
Architectural Style: Contemporary industrial one- to two-story buildings
Design Details and Materials: Metal siding and roofing, bronze storefront doors
and windows, steel gates and roll-up doors, and metal awnings
Exterior Colors:
o Projects #1 and #3: terracotta, patina green, grays, and bronze
o Project #2: grays and bronze
Page 18 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Project #1 (Lots 16-17) – Elevations and Colors and Materials
Public-Facing: The South Elevation and East Elevation would be visible from the street.
Non-Public-Facing: The West Elevation would face the parking lot of an existing
commercial development at the rear (Ernie Ball), and the North Elevation would face the
side elevation of Project #2.
Page 19 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Project #2 (Lots 18-19) – Elevations and Colors and Materials
Public-Facing: The East Elevation would face the street.
Non-Public-Facing: The West Elevation would face the parking lot of an existing
commercial development at the rear (Ernie Ball), and the North and South Elevations
would face side elevations of Projects #1 and #3.
Page 20 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Project #3 (Lots 20-21) (similar to Project #1) – Elevations and Colors and Materials
Public-Facing: The East Elevation would face the street.
Non-Public-Facing: The West Elevation would face the parking lot of an existing
commercial development at the rear (Ernie Ball), and the South Elevation would face the
side elevation of Project #2. It is anticipated that the North Elevation would likely face a
side elevation of future development on the neighboring vacant lot (similar to the building
design at 4070 and 4090 Earthwood Lane).
Page 21 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
5.0 PROJECT EVALUATION
Aside from the discussion item identified in Table 1 below for the ARC’s review, staff has
evaluated and found the projects to be generally consistent with applicable standards and
guidelines in AASP Chapter 5.0 (Community Design) and CDG Chapter 2 (General
Design Principles), Chapter 3 (Commercial and Industrial Project Design), and Chapter 6
(Site Planning and Other Design Details). As proposed, the projects comply with AASP
design standards (Attachments B, D, and F – AASP Consistency Matrices) and applicable
guidelines in the CDG, as follows:
Limited in scale.
Coordinates neighboring properties for orderly development along Earthwood
Lane.
Incorporates durable materials appropriate for the future anticipated use.
Avoids appearance of boxy structures because public-facing elevations include:
a) Simple clean lines along with color and material variations;
b) Architectural features that are both practical and provide visual interest
(e.g., building projections through the use of awnings, roofline variations,
etc.); and
c) Consolidated planter areas along the street to provide visual buffers.
Any simple elevations are limited to non-public-facing building walls that would be
built to, or close to, the side and/or rear property lines, and therefore, not be visible
from the street.
Figure 8 – Sign Program Excerpts (Sheet A6.0 of all Project Plans)
Page 22 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
6.0 PROJECT STATISTICS
Table 2 – Summary of Airport Area Specific Plan Development Standards
Project Details Proposed Allowed / Required
PROJECT #1
Maximum Residential
Density - 20 units / net acre
Maximum Floor Area Ratio Lot 16: 0.5
Lot 17: 0.42 0.6
Minimum Front Setback Lots 16-17: 16 feet 16 feet
Table 1 – Project Consistency with Sign Regulations
SLOMC
Section Discussion Item
15.40.485
(Sign
Programs)
Sign programs are required for new commercial, office, and/or mixed-use
projects in order to establish ongoing sign requirements and to ensure
the signage is complementary and compatible with the development and
surrounding neighborhood or commercial district. Sign programs create
a coordinated set of standards for signs on properties with multiple
buildings or tenants and establish uniform sign design elements such as
size, color, materials, lighting, and placement on the property.
The ARC should discuss whether the sign program for each project
provides a coordinated set of standards for signs (found on Sheet
A6.0 for all Project Plans), and whether any additional parameters
are necessary to meet the intent of sign programs for ongoing
compatibility. Staff finds the overall sign colors, materials, lighting, and
placement on the property to be appropriate; however, the maximum sign
areas for tenants closest to the street appear to be significantly more
(Suites 16-1, 17-1, 18-1, 19-1, 20-1, and 21-1 include cumulative
maximums of 113 to 162 square feet) when compared to the other
tenants (maximums of 26 to 27 square feet) (Figure 8). While absolute
uniformity is not required between all tenants, consider whether a lower
maximum sign area for tenants closest to the street would be appropriate
to provide overall balance and consistency.
Page 23 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Minimum Distance between
Parking Lots and Property
Lines Along Streets
Lot 16: 6 feet, 6 inches
Lot 17: 5 feet 5 feet
Minimum Side Setbacks
Lot 16: 4 inches (north);
8 feet, 9 inches (south)
Lot 17: 5 feet, 5 inches (north);
4 inches (south)
None
Minimum Rear Setback Lots 16-17: 4 inches None
Maximum Building Height Lots 16-17: 25 feet, 6 inches 36 feet
Maximum Lot Coverage
(Buildings, Driveway, and
Parking)
Lot 16: 68%
Lot 17: 75% 90%
Minimum Landscaping Lot 16: 17%
Lot 17: 13% 10%
Tree Removals Removal of one street tree; nine (9) onsite
compensatory plantings
Number of Car Spaces 18 spaces 17 spaces
Number of Bicycle Spaces 2 spaces 2 spaces
Page 24 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Project Details Proposed Allowed / Required
PROJECT #2
Maximum Residential
Density - 20 units / net acre
Maximum Floor Area Ratio Lot 18: 0.46
Lot 19: 0.47 0.6
Minimum Front Setback Lots 18-19: 16 feet 16 feet
Minimum Distance between
Parking Lots and Property
Lines Along Streets
Lot 18: 6 feet, 6 inches
Lot 19: 5 feet 5 feet
Minimum Side Setbacks
Lot 18: 8 inches (north);
5 feet, 5 inches (south)
Lot 19: 1 foot, 5 inches (north);
4 inches (south)
None
Minimum Rear Setback Lots 18-19: 4 inches None
Maximum Building Height Lots 18-19: 25 feet, 6 inches 36 feet
Maximum Lot Coverage
(Buildings, Driveway, and
Parking)
Lot 18: 73%
Lot 19: 80% 90%
Minimum Landscaping Lot 18: 15%
Lot 19: 10% 10%
Tree Removals Removal of one street tree; ten (10) onsite
compensatory plantings
Number of Car Spaces 18 spaces 17 spaces
Number of Bicycle Spaces 2 spaces 2 spaces
Page 25 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
Project Details Proposed Allowed / Required
PROJECT #3
Maximum Residential
Density - 20 units / net acre
Maximum Floor Area Ratio Lots 20-21: 0.46 0.6
Minimum Front Setback Lots 20-21: 16 feet 16 feet
Minimum Distance between
Parking Lots and Property
Lines Along Streets
Lot 20: 6 feet, 6 inches
Lot 21: 5 feet 5 feet
Minimum Side Setbacks
Lot 20: 4 inches (north);
3 feet, 5 inches (south)
Lot 21: 3 feet, 5 inches (north);
4 inches (south)
None
Minimum Rear Setback Lots 20-21: 4 inches None
Maximum Building Height Lots 20-21: 25 feet, 5 inches 36 feet
Maximum Lot Coverage
(Buildings, Driveway, and
Parking)
Lots 20-21: 76% 90%
Minimum Landscaping Lot 20: 12%
Lot 21: 13% 10%
Tree Removals Removal of one street tree; nine (9) onsite
compensatory plantings
Number of Car Spaces 18 spaces 17 spaces
Number of Bicycle Spaces 2 spaces 2 spaces
Environmental Review
Each project is categorically exempt under CEQA Guidelines Section 15332 (Class 32,
In-Fill Development Projects).
Page 26 of 126
Items 4a.1, 4a.2, & 4a.3
Lots 16-17 (4185 and 4195 Earthwood): ARCH-0034-2026 [USE-0035-2026, TREE-0158-2026]
Lots 18-19 (4165 and 4175 Earthwood): ARCH-0106-2026 [TREE-0307-2026]
Lots 20-21 (4145 and 4155 Earthwood): ARCH-0107-2026 [TREE-0308-2026]
Architectural Review Commission Report – August 3, 2026
7.0 POSSIBLE ACTIONS FOR EACH PROJECT
1. Recommend the Community Development Director find the project consistent with
applicable goals, policies, guidelines, and standards in the Airport Area Specific
Plan, Community Design Guidelines, and Sign Regulations. This action may
include recommended conditions to address project consistency with these
preceding goals, policies, guidelines, and standards.
2. Continue the review. An action continuing the review should include clear direction
to the applicant and staff regarding the additional information required to make a
recommendation and all pertinent issues related to project consistency with the
Airport Area Specific Plan, Community Design Guidelines, and Sign Regulations.
3. Recommend the Community Development Director find the project inconsistent
with applicable goals, policies, guidelines, and standards in the General Plan,
Zoning Regulations, Airport Area Specific Plan, Community Design Guidelines,
Sign Regulations and/or other policy document(s). This action should include
findings that cite basis for such recommendation and reference inconsistency(ies)
with goals, policies, guidelines, and standards in the preceding documents.
8.0 ATTACHMENTS
A - Project #1 (ARCH-0034-2026) Project Plans
B - Project #1 (ARCH-0034-2026) AASP Consistency Matrix
C - Project #2 (ARCH-0106-2026) Project Plans
D - Project #2 (ARCH-0106-2026) AASP Consistency Matrix
E - Project #3 (ARCH-0107-2026) Project Plans
F - Project #3 (ARCH-0107-2026) AASP Consistency Matrix
Page 27 of 126
Page 28 of 126
A1.0
EARTHWOOD LANE / LOTS 16 & 17
Date MAY 12, 2026
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
ADDRESS:4195 (LOT 16) & 4185 (LOT 17)
EARTHWOOD LANE
APN:053-258-057 (LOT 16)
053-258-058 (LOT 17)
SITE AREA:
LOT 16:0.21 ACRES (9,277 SF)
LOT 17:0.21 ACRES (9,011 SF)
TOTAL SITE AREA: 0.42 ACRES (18,288 SF)
ZONING:M-SP (MANUFACTURING)
ADJACENT ZONING:
WEST, NORTH, EAST SIDES:M-SP
SOUTH SIDE:R-4
SPECIFIC PLAN:AIRPORT AREA SPECIFIC PLAN
TYPE OF CONSTRUCTION:TYPE VB
SPRINKLERS:YES (NFPA-13)
PROPOSED OCCUPANCY:B (OFFICE - PRODUCTION AND ADMINISTRATION)
F-1, M, S-1 OR, S-2
BUILDING AREA:
LOT 16:4,682 SF
LOT 17:3,774 SF
TOTAL BUILDING AREA: 8,456 SF
USE:
EXISTING USE: VACANT
PROPOSED USE: COMMERCIAL
NUMBER OF STORIES:
LOT 16: 2 STORIES
LOT 17: 1 STORY
SETBACKS:
FRONT SETBACK REQUIRED: 16 FEET
FRONT SETBACK PROVIDED: 16 FEET
FRONT SETBACK TO PARKING REQUIRED: 5 FEET
FRONT SETBACK TO PARKING PROVIDED: 5 FEET
REAR SETBACK REQUIRED: NONE
REAR SETBACK PROVIDED: NONE
LOT 16 SOUTH SIDE SETBACK REQUIRED: 8 FEET (23 - 26 FEET HEIGHT)
LOT 16 SOUTH SIDE SETBACK PROVIDED: 8 FEET
LOT 16 NORTH SIDE SETBACK REQUIRED: NONE
LOT 16 NORTH SIDE SETBACK PROVIDED: 5 FEET
LOT 17 SOUTH SIDE SETBACK REQUIRED: NONE
LOT 17 SOUTH SIDE SETBACK PROVIDED: NONE
LOT 17 NORTH SIDE SETBACK REQUIRED: NONE
LOT 17 NORTH SIDE SETBACK PROVIDED: NONE
ARCHITECTURAL
A0.0 COVER SHEET
A1.0 PROJECT DATA
A2.0 EXISTING CONDITIONS
A2.1 PROPOSED SITE PLAN / FLOOR PLAN
A2.1b PROPOSED SECOND FLOOR PLAN
A2.2 EASEMENT MODIFICATION PLAN
A2.3 PROPOSED ROOF PLAN
A3.0 PROPOSED BUILDING ELEVATIONS
A4.0 PROPOSED SITE LIGHTING
A5.0 PROPOSED COLOR & MATERIALS
A6.0 PROPOSED SIGNAGE PROGRAM
LANDSCAPE
L1.0 PROPOSED LANDSCAPE PLAN
L1.1 PROPOSED LANDSCAPE PALETTE
CIVIL & STORMWATER
C1.0 PRELIMINARY GRADING PLAN
C2.0 PRELIMINARY EROSION CONTROL PLAN
C3.0 STORMWATER PLAN
PROJECT SITE
NORTH
THE BUILDING SITE IS PART OF TRACT 2943 PHASE 2 AND IS CURRENTLY VACANT.
PUBLIC IMPROVEMENTS INCLUDING THE STREET, CURB/GUTTER, STREET TREES,
SIDEWALK AND UTILITIES STUBBED TO THE INDIVIDUAL SITES ARE EXISTING. PROPOSED
PUBLIC IMPROVEMENTS ARE LIMITED TO THE INSTALLATION OF A NEW CURB CUT FOR
THE DRIVE APPROACH.
THE BUILDING SITE IS LOCATED WITHIN THE JURISDICTION OF THE AIRPORT AREA
SPECIFIC PLAN (AASP).
THE APPLICANT IS REQUESTING A MODERATE LEVEL DEVELOPMENT REVIEW AND AN
ADMINISTRATIVE USE PERMIT TO ALLOW THE PROPOSED "OFFICE - PRODUCTION AND
ADMINISTRATION". AN ADMINISTRATIVE USE PERMIT IS A REQUIREMENT OF THE AASP
FOR THIS USE WITHIN 'M' ZONING.
THIS PROJECT PROPOSES THE CONSTRUCTION OF TWO SINGLE-STORY BUILDINGS THAT
WILL BE LEASED TO COMMERCIAL TENANTS. THE BUILDING ON LOT 16 TENANT IS
ANTICIPATED TO BE ARRIS STUDIO ARCHITECTS. THE TENANT PLANS TO OPERATE
SERVICES MONDAY - FRIDAY FROM 7AM - 6PM. THE BUILDING ON LOT 17 TENANTS
ARE TO BE DETERMINED. THEY WILL LIKELY INCLUDE LIGHT, MANUFACTURING,
WHOLESALERS, STORAGE, OFFICE - PRODUCTION AND ADMINISTRATION AND/OR
ACCESSORY OFFICE USES.
THE BUILDINGS SHARE A COMMON DRIVE ENTRANCE, PARKING LOT DRIVE AISLE AND
TRASH/RECYCLING ENCLOSURE. A NEW SHARED ACCESS EASEMENT AND
MAINTENANCE AGREEMENT WILL BE CREATED TO ADDRESS THE SHARED PARKING LOT
DRIVE AISLE AND TRASH ENCLOSURE.
THE BUILDINGS HAVE BEEN DESIGNED TO COMPLY WITH THE COMMUNITY DESIGN
GUIDELINES AS WELL AS THE DEVELOPMENT STANDARDS IN THE AIRPORT AREA
SPECIFIC PLAN.
THE APPLICANT WILL COMPLY WITH THE CITY OF SLO'S PUBLIC ART REQUIREMENT
BY INCORPORATING PUBLIC ART ONSITE. IF THAT PROVES INFEASIBLE, THE
APPLICANT TO PAY THE APPROPRIATE IN-LIEU FEE.
THE APPLICANT IS REQUESTING TO REMOVE ONE STREET TREE THAT CONFLICTS WITH
THE DRIVEWAY APPROACH AND PROVIDE ONSITE COMPENSATORY PLANTING.
OWNER (LOT 17)
CODY & JACQUELINE GAMBRIL
1336 PASEO LADERO
ARROYO GRANDE, CA 93420
CONTACT: CODY GAMBRIL
PHONE: (559) 760-9157
EMAIL: CGAMBRIL102@GMAIL.COM
CIVIL ENGINEER
HODGE COMPANY
351 SAN MIGUEL AVE
SAN LUIS OBISPO, CA 93401
CONTACT: MIKE HODGE
PHONE: (805) 215-8753
EMAIL: HODGECOMPANY@GMAIL.COM
BUILDING HEIGHT ALLOWED:36 FEET
BUILDING HEIGHT PROPOSED:25.5 FEET (LOTS 16 & 17)
FLOOR AREA RATIO ALLOWED:0.6
FLOOR AREA RATIO PROPOSED:
LOT 16:0.50 (4,682 SF / 9,277 SF)
LOT 17:0.42 (3,764 SF / 9,011 SF)
OVERALL: 0.46 (8,446 SF / 18,288 SF)
LOT COVERAGE ALLOWED (BLDG):75%
LOT COVERAGE PROPOSED (BLDG):
LOT 16:40% (3,663 SF / 9,277 SF)
LOT 17:42%(3,774 SF / 9,011 SF)
OVERALL: 41% (7,437 SF / 18,288 SF)
LOT COVERAGE ALLOWED (BLDG/PARKING): 90%
LOT COVERAGE PROPOSED (BLDG/PARKING):
LOT 16: 68% (6,285 SF / 9,277 SF)
LOT 17:75%(6,758 SF / 9,011 SF)
OVERALL: 71% (13,043 SF / 18,288 SF)
LANDSCAPE AREA REQUIRED:10%
LANDSCAPE AREA PROVIDED:
LOT 16:17% (1,593 SF / 9,277 SF)
LOT 17:13%(1,213 SF / 9,011 SF)
OVERALL: 15% (2,806 SF / 18,288 SF)
PARKING LOT LANDSCAPE AREA REQUIRED: 5%
PARKING LOT LANDSCAPE AREA PROVIDED:
LOT 16: 15% (359 SF / 2,457 SF)
LOT 17:11%(305 SF / 2,840 SF)
OVERALL: 13% (664 SF / 5,297 SF)
PARKING REQUIRED:
MIN PARKING (1 SPACE/500 SF): 17 SPACES
MAX PARKING (1 SPACE/300 SF): 25 SPACES
PARKING PROVIDED: 18 SPACES
EV PARKING REQUIRED:
EV READY SPACES: 3 SPACES
EV CAPABLE SPACES: 9 SPACES (50% x 18 SPACES)
EV PARKING PROVIDED:
EV READY SPACES: 3 SPACES
EV CAPABLE SPACES: 9 SPACES
PARKING LOT COMPLIANCE:
BAY WIDTH REQUIRED: 60.1 FEET
BAY WIDTH PROVIDED: 60.1 FEET
STALL WIDTH REQUIRED: 8.6 FEET
STALL WIDTH PROVIDED 9 FEET
ONSITE LOADING SPACES REQUIRED:NONE
ONSITE LOADING SPACES PROVIDED:NONE
MOTORCYCLE PARKING REQUIRED:1 SPACE
MOTORCYCLE PARKING PROVIDED:1 SPACE
BIKE PARKING REQUIRED:
SHORT TERM:1 SPACE (8,446 SF / 7,500 SF x 25%)
LONG TERM:1 SPACE (8,446 SF / 7,500 SF x 75%)
BIKE PARKING PROVIDED:
SHORT TERM:1 SPACE
LONG TERM:1 SPACE
COMMERCIAL LINKAGE FEE ESTIMATE
LOT 16 (OFFICE):$30,058.44 ($6.42/SF X 4,682 SF)
LOT 17 (MANUFACTURING):$20,190.90 ($5.35/SF X 3,774 SF)
OVERALL: $50,249.34
APPLICANT / ARCHITECT
ARRIS STUDIO ARCHITECTS
1319 MARSH STREET, SUITE 200
SAN LUIS OBISPO, CA 93401
CONTACT: THOM JESS
PHONE: (805) 547-2240 x111
EMAIL: TJESS@ARRIS-STUDIO.COM
OWNER (LOT 16)
4195 EARTHWOOD, LLC
590 RANCHO OAKS DRIVE
SAN LUIS OBISPO, CA 93401
CONTACT: THOM JESS
PHONE: (805) 547-2240 x111
EMAIL: TJESS@ARRIS-STUDIO.COM
SOILS REPORT
FIRM: EARTH SYSTEMS PACIFIC
REPORT NO: #303920-003
DATED: FEBRUARY 20, 2026
ARBORIST REPORT & TREE PROTECTION PLAN
FIRM: HERITAGE TREE ARBORICULTURAL CONSULTING
DATED: MARCH 11, 2026
ATTACHMENT A
Page 29 of 126
116
115
67.50'
DRAINAGE BASIN
4195 EARTHWOOD LANE
(LOT 16)
69.48'
13
3
.
5
0
'
13
3
.
5
0
'
13
3
.
5
0
'
102 103
104
105
106
107
108
109 109110110111112114
115
116
117 118
116
117
119 120
VACANTVACANT
4185 EARTHWOOD LANE
(LOT 17)
101
113
121 122 121
101 20' x 20' SHARED ACCESS EASEMENT CENTERED ON PROPERTY LINE
102 15' PUBLIC UTILITY EASEMENT
103 10' TREE EASEMENT
104 5' PRIVATE STORM DRAIN EASEMENT
105 7.5' CITY OF SLO SANITARY SEWER EASEMENT
106 PRIVATE STORM DRAIN EASEMENT
107 CONCRETE DRAINAGE CHANNEL
108 EXISTING 5' WIDE SIDEWALK
109 EXISTING GAS STUB
110 EXISTING SANITARY SEWER STUB
111 EXISTING UTILITY STUB
112 EXISTING UNDERGROUND TELEPHONE BOX
113 EXISTING UNDERGROUND CATV BOX
114 EXISTING PAD MOUNTED TRANSFORMER
115 EXISTING WATER VALVE (ASSUMED FIRE WATER)
116 EXISTING DOMESTIC WATER METER BOX
117 EXISTING RECYCLED WATER METER BOX
119 EXISTING FIRE HYDRANT
120 EXISTING THROUGH CURB STORM DRAIN INLET
121 EXISTING STREET TREE TO REMAIN
122 EXISTING STREET TREE TO BE REMOVED
A2.0
1" = 20'-0"NORTH 0 10 20
1" = 20'-0"
EXISTING CONDITIONS
Date MAY 12, 2026
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
ATTACHMENT A
Page 30 of 126
EV
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S
TRASH
PARKING
(18 SPACES)
SUITE 17-2
SUITE 17-3
SUITE 16
4185 EARTHWOOD LANE
(LOT 17)
4195 EARTHWOOD LANE
(LOT 16)
SUITE 17-1
16
'
4"
8'-9"4'-8"21'-4"6'-1"20'20'20'6'-1"24'-8"5'-5"
72'-2"
15'-6"
9'
T
Y
P
.
24'6'-1"15'-6"6'-1"
11
7
'
-
2
"
12'-1"119'-6"5'-5"
57'-1"61'-9"
16
'
4"
11
7
'
-
2
"
201
204
205
206
207
206
207
202
209
210 211211
209 209
212
213
214
215
216
217
218
219
8'-9"
13'-5"
221
5'
6'
-
6
"
8"
2'-6"2'-6"
204
204
204
202202
203
203
208
209
208
209
12
'
5'
12
'
5'
18'
18'
209
208
209
208
220
222
222
224224
225
225
226
226 226214
226
60.1'
225
(TYP)
228
228
227 201 CONCRETE PARKING LOT -SEE CIVIL PLANS
202 PERMEABLE PAVERS -SEE CIVIL PLANS
203 CONCRETE FLATWORK AT BUILDING
204 DETECTABLE WARNINGS AT PEDESTRIAN ZONES
205 SHORT TERM BIKE RACK
206 FIRE RISER ROOM
207 ELECTRICAL METERS
208 LANDSCAPE AREA TO ACCOMMODATE SHADE TREE -SEE LANDSCAPE PLAN
209 LANDSCAPED AREA -SEE LANDSCAPE PLAN
210 NEW DRIVEWAY CURB CUT PER CITY ENGINEERING STANDARDS
211 EXISTING STREET TREE TO REMAIN
212 CONCRETE DRAINAGE CHANNEL
213 EXISTING METAL PICKET FENCE TO REMAIN, OWNED BY OTHERS
214 EXISTING CHAIN LINK FENCE TO BE REMOVED AT BUILDING LOCATION
215 NO FENCE AT NORTH PROPERTY LINE
216 EXISTING TRANSFORMER TO REMAIN
217 LONG TERM BIKE RACK INSIDE STORAGE AREA
218 EXISTING SIDEWALK TO REMAIN
219 STEEL GATES AT TRASH/RECYCLING ENCLOSURE
220 4' x 8' MOTORCYCLE SPACE
221 EXISTING FIRE HYDRANT
222 DUAL ELECTRIC VEHICLE CHARGING STATION
223 SINGLE ELECTRIC VEHICLE CHARGING STATION
224 BIO-FILTRATION PLANTER -SEE CIVIL PLANS
225 PARKING WHEEL STOP
226 NEW 6' TALL METAL PICKET FENCE -SEE FENCE IMAGE ON THIS SHEET
227 FIRE RATED WALLS AT SEISMIC GAP BETWEEN BUILDINGS
228 ACCESSIBLE RAMP / PATH
16'
8'
STEEL TRASH GATES
STEEL ACCESSIBLE GATE
SPACE FOR ORGANICS
SPACE FOR 3 OR 4 YARD
TRASH AND RECYCLING
CONTAINERS
6'
STEEL ROOF
9'
6'
STEEL PICKETS
A2.1
AS NOTEDNORTH01020
1" = 20'-0"
PROPOSED SITE PLAN (FIRST FLOOR PLAN)
Date MAY 12, 2026
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
1" = 10'-0"
TRASH ENCLOSUREMETAL PICKET FENCE
1" = 5'-0"
ATTACHMENT A
Page 31 of 126
ATTACHMENT A
Page 32 of 126
116
115
116116
5
101
102
201
202
203 203
203203
EASEMENT NOTES
101 EXISTING 20' x 20' SHARED ACCESS EASEMENT
102 PROPOSED LOCATION OF SHARED ACCESS, MAINTENANCE,
TRASH/RECYLCING, PARKING & STORMWATER EASEMENT. EASEMENT TO
INCLUDE DRIVEWAY, PARKING LOT AND TRASH ENCLOSURE AREAS. EASEMENT
SHALL BE FINALIZED PRIOR TO BUILDING PERMIT ISSUANCE.
FENCE NOTES
201 EXISTING CHAIN LINK FENCE AT RETENTION BASIN TO BE REMOVED
(SHOWN BLUE)
202 EXISTING METAL PICKET FENCE TO REMAIN (SHOWN RED)
203 NEW 6' TALL METAL PICKET FENCE -SEE IMAGE OF FENCE ON SHEET A2.1
(SHOWN GREEN)
A2.2
1" = 20'-0"NORTH 01020
1" = 20'-0"
SHARED ACCESS EASEMENT MODIFICATION PLAN
Date MAY 12, 2026
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
ATTACHMENT A
Page 33 of 126
1.5:12
SLOPE
1.5:12
SLOPE
1.
5
:
1
2
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1.
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301
302
303
303
303
302
303
303
304 304
304
304
304
303
301 METAL ROOFING
302 METAL GUTTER
303 METAL DOWNSPOUT
304 LINE OF AWNING BELOW
A2.3
1" = 20'-0"NORTH 01020
1" = 20'-0"
PROPOSED ROOF PLAN
Date MAY 12, 2026
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
ATTACHMENT A
Page 34 of 126
T.O. SLAB
MAX BDG HEIGHT
25
'
-
6
"
10
'
CORTEN METAL
SIDING
METAL ROOFING
METAL SIGN /
AWNING
METAL ROLLUP
DOOR
METAL TRASH/RECYCLING
GATES & ROOF
4' HIGH STUCCO
WAINSCOT
ALUMINUM
STOREFRONT
METAL BOX
AWNING WRAPS
CORNER
SIGN PANELSADDRESS
NUMBERS
PREFINISHED
METAL SIDING
METAL BOX
AWNING WRAPS
CORNER
METAL AWNING
GLAZED ROLLUP
DOOR
TALL VERTICAL WINDOWS
IN METAL BOX FRAMES
CORTEN METAL
SIDING
4' HIGH STUCCO
WAINSCOTPREFINISHED
METAL SIDING
4' HIGH CMU
WAINSCOT PREFINISHED
METAL SIDING
CORTEN METAL
SIDING
STUCCO
FINISH
CORTEN METAL
SIDING
METAL BOX
AWNING WRAPS
CORNER
SIGN PANEL OVER
ENTRY DOOR
DECORATIVE TILE
AT RECESSED
ENTRY ALUMINUM
STOREFRONT
METAL ROOFING
PREFINISHED
METAL SIDING
PAINTED METAL
DOWNSPOUT
16
'
21
'
T.
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DOOR
METAL ROOFING
PREFINISHED
METAL SIDING
METAL SIGN / AWNING
A3.0
1" = 20'-0"
01020
Date MAY 12, 2026
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
1" = 20'-0"
FRONT ELEVATION (EAST)
1" = 20'-0"
SOUTH ELEVATION
1" = 20'-0"
WEST ELEVATION
1" = 20'-0"
NORTH ELEVATION
1" = 20'-0"
COURTYARD ELEVATION LOOKING NORTHCOURTYARD ELEVATION LOOKING SOUTH
1" = 20'-0"
ATTACHMENT A
Page 35 of 126
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S
4185 EARTHWOOD LANE
(LOT 17)
4195 EARTHWOOD LANE
(LOT 16)
L1
L1
L1 L1
L1
L2
L1
L2
L2 L2
L2
A4.0
1" = 20'-0"NORTH 01020
1" = 20'-0"
PROPOSED LIGHTING PLAN
Date MAY 12, 2026
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
GENERAL NOTES
A. LIGHTING LAYOUT AND FIXTURE SELECTIONS FOR SCHEMATIC PURPOSES,
ELECTRICAL ENGINEER TO PROVIDE FINAL LAYOUT AND FIXTURE SELECTION AT
CONSTRUCTION DOCUMENTS.
B. ALL EXTERIOR LIGHT FIXTURES TO BE DARK SKY COMPLIANT.
C. ALL EXTERIOR LIGHTING SHALL BE SHIELDED AND DIRECTED DOWNWARD TO
PREVENT LIGHT TRESPASS AND GLARE.
D. COLOR-BALANCED LIGHTS THAT DO NOT CAST A TINTED LIGHT ARE
PREFERRED.
E. ENTRY SIGNS SHALL BE EXTERNALLY ILLUMINATED. THE LIGHT SOURCE SHALL BE
FULLY SHIELDED FROM VIEW FROM ROADWAYS AND PEDESTRIAN WALKWAYS.
LIGHTING LEVELS SHALL BE AS LOW AS POSSIBLE WHILE PROVIDING ADEQUATE
ILLUMINATION FOR SIGNS TO BE SEEN BY MOTORISTS.
E. LUMINAIRE HEIGHT SHOULD BE UNIFORM OVER THE PARKING LOT AND NOT
EXCEED 20 FEET.
F. PARKING AREA LIGHTING SHOULD BE DESIGNED TO MINIMIZE SHADOW/LIGHT
INTERFERENCE BY SITING LIGHT STANDARDS BETWEEN TREES AND BELOW MATURE
CANOPY TREE HEIGHT.
L1 (WALL MOUNTED FIXTURE)
VISUAL COMFORT
5" LED CONCEALED DOWNLIGHT
BRONZE COLOR
L2 (LINEAR WALL WASH)
ALCORN LIGHTING
OUTDOOR LINEAR WALL WASH LED
ATTACHMENT A
Page 36 of 126
S1 S2S3D1W1G1D2R1M1 ST1
A5.0
Date MAY 12, 2026
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17COLORS & MATERIALS
S1CORTEN METAL SIDINGNATURAL FINISH
G1STEEL TRASH GATESCHARCOAL GRAY
S2PRE-FINISHED METAL SIDINGPATINA GREEN
S3PRE-FINISHED METAL SIDINGZINC GRAY
D1ALUMINUM STOREFRONTBRONZE
W1ALUMINUM WINDOWBRONZE
D2STEEL ROLL-UP DOORSBATTLESHIP GRAY
R1PRE-FINISHED METAL ROOFINGOLD TOWN GRAY
M1AWNING SIGNSEALED BAR METAL FINISH
ST1STUCCO FINISHASH GRAY
ATTACHMENT A
Page 37 of 126
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ATTACHMENT A
Page 38 of 126
EV
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TRASH
PARKING
LOT 17LOT 16
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PARKING LOTS TREES (CHINESE ELM)
SHALL BE PLANTED WITH SHADE TREES
IN A PATTERN AND NUMBER THAT
CAN BE REASONABLY EXPECTED TO
SHADE AT LEAST 50 PERCENT OF THE
LOT SURFACE WITHIN TEN (10) YEARS
OF PLANTING, AND PROVIDE A
NEARLY CONTINUOUS CANOPY AT
MATURITY.
TREES IN PAVED AREAS SHALL BE
PLANTED IN GAP-GRADED
STRUCTURAL SOIL TO PROVIDE
ADEQUATE ROOM FOR THEIR ROOTS
AND TO PROMOTE LONG TERM TREE
HEALTH. DIG OVERSIZED PLANT PIT 2-3
TIMES THE CONTAINER WIDTH
AND AT LEAST 12” DEEPER. INSTALL
SOIL MIX IN 12” LIFTS. EACH LIFT
MUST BE COMPACTED BY A
NON-VIBRATORY ROLLER. SCARIFY
THE TOP 2 INCHES OF EACH LIFT
AFTER COMPACTION AND PRIOR TO
PLACING THE SUBSEQUENT LIFT.
(ENSURE A MINIMUM OF 500 CF OF
STRUCTURAL SOIL PER TREE).
1:1 REPLACEMENT TREE
(CHINESE ELM) TO REPLACE
THE EXISTING STREET TREE
PROPOSED TO BE REMOVED
FOR DRIVEWAY ACCESS
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EXISTING STREET TREE TO REMAIN
NEW TREE PLANTED
-SEE LANDSCAPE PALETTE FOR SPECIES OPTIONS
NEW SHRUBS & BUSHES
-SEE LANDSCAPE PALETTE FOR SPECIES OPTIONS
NEW GROUNDCOVER
-SEE LANDSCAPE PALETTE FOR SPECIES OPTIONS
GENERAL NOTE:
- ALL EXPOSED GROUND TO RECEIVE A WEED PREVENTATIVE AND A LAYER OF
BARK
IRRIGATION NOTES:
- PROVIDE IRRIGATION TO ALL PLANTED AREAS UTILIZING RECYCLED WATER
AVAILABLE ONSITE
- THIS LANDSCAPE & IRRIGATION PLAN ARE DIAGRAMMATIC ONLY,
CONTRACTOR SHALL VERIFY WITH GENERAL CONTRACTOR THE EXACT
LOCATION OF THE POC AS WELL AS THE CONTROLLER LOCATION AND POWER
SOURCE.
- ALL REMOTE CONTROL VALVES TO BE INSTALLED IN SHRUB OR GROUND COVER
AREAS WHERE POSSIBLE AND WITHIN 18" OF HARDSCAPE.
- IRRIGATION SYSTEM RUN TIME SCHEDULING NOT TO EXCEED 8 GPM MAXIMUM
AT ANY GIVEN TIME INTERVAL.
- PVC SCHEDULE AND DIAMETER TO BE DETERMINED BY LANDSCAPE INSTALLER
AFTER VERIFICATION OF PSI.
- ANY EXPOSED PVC SHALL BE SCHEDULE 80 OR BROWNLINE.
- IRRIGATION SHALL COMPLY WITH THE CITY OF SLO WATER EFFICIENT
LANDSCAPE STANDARDS. SEE WORKSHEET ON THIS PLAN SHEET.
L1.0
1" = 20'-0"NORTH 01020
1" = 20'-0"
CONCEPTUAL LANDSCAPING PLAN
Date MAY 12, 2026
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
ATTACHMENT A
Page 39 of 126
0
NORTH
20 4010
GOLDEN RAIN LONDON PLANE
FOXTAIL AGAVE
BRISBANE BOX
ROCK PURSLANE MULHEY GRASS
BLUE OAT GRASS AGAVE AMERICANA
VARIEGATED CENTURY PLANT
CALIFORNIA LILAC
GROUNDCOVER ROSE
BUSH POPPY
NOTE: PLANT IMAGERY SHOWN IS REPRESENTATIVE ONLY. FINAL SELECTIONS MAY VARY.
WATER CONSERVATION NOTES
THE FOLLOWING WATER CONSERVATION TECHNIQUES SHALL BE EMPLOYED IN THIS PROJECT:
x WATER CONSERVING PLANTS, DEFINED AS "LOW" OR "VERY LOW" IN THE "WATER USE
CLASSIFICATION OF LANDSCAPE SPECIES" (WULCOS IV,UNIVERSITY OF CALIFORNIA COOPERATIVE
EXTENSION), SHALL BE UTILIZED IN 75% OF THE TOTAL PLANT AREA.
x IRRIGATION SYSTEM SHALL BE SEPARATED INTO DISTINCT HYDROZONES BASED ON PLANT MATERIAL
TYPES, EXPOSURE, AND ORIENTATION.
x SOIL AMENDMENTS AND A 3" LAYER OF MEDIUM BARK MULCH SHALL BE UTILIZED TO IMPROVE
WATER HOLDING CAPACITY OF SOIL AND INHIBIT EVAPORATION.
x LAWN IS NOT USED.
STATEMENT OF WATER CONSERVING IRRIGATION DESIGN
THE FOLLOWING PRINCIPLES OF IRRIGATION DESIGN UTILIZED ON THIS PROJECT ARE DIRECTED
SPECIFICALLY AS CONSERVING WATER AND IMPROVING THE EFFICIENCY OF THE IRRIGATION SYSTEM.
x ALL IRRIGATION SHALL BE DRIP OR DRIP-TYPE AND/OR MICROSPRAY SYSTEMS ONLY. LOW
PRECIPITATION RATE HEADS TO BE USED TO MINIMIZE RUNOFF.
x IRRIGATION HYDROZONES SHALL ADJUST ACCORDING TO WATER NEEDS AND WEATHER.
x UTILIZATION OF IRRIGATION SYSTEM MASTER VALVE.
x UTILIZATION OF IRRIGATION SYSTEM "SMART CONTROLLER" WITH WATER BUDGETING FEATURE.
x UTILIZATION OF IRRIGATION SYSTEM FLOW SENSOR.
x UTILIZATION OF RAIN SHUT-OFF DEVICE CONNECTED TO IRRIGATION CONTROLLER.
QUARTZ CREEK RUSH
JAPANESE MALLOW BOUGAINVILLEA
CHINESE ELM
Date MAY 12, 2026
Sheet
ScaleEARTHWOOD LN
LOTS 16 & 17
CONCEPTUAL LANDSCAPE PALETTE L1.1
GROUNDCOVER BARK
ATTACHMENT A
Page 40 of 126
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018.1118.11811118.1111888811000111118888110001111188881100011111888811000111118888110001111188881100011111888811000111118888.110001111888.11000111111111111111111111111111111111111111111111111111111111111111111188111111888888118888888888888888888888888888..888888888..8888888888 111811111111111111111111110111111110000011110000000110000000000000000000000000000000000000000000001111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111188111111111188888888888118888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888888811......11111111111.....11111111111111111111111111111111111111111111111111111111111111111111111111111111100000000111111000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000000
FSFFFFFFSSSSFF
0.
5
%
%%%%55
00
55%%
00
%%55555555
117 79117 79117 79117.79117 79117 79117 79
FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
1.
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117 77117 77117 77117.77117 77117 77117 77
FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
1.33
%
13
%
1.
8
2
%
2
1
%%%%%%%%%%%%%%%%%%%2%%%%2822882
.88
1
8
1111111111111111111111111
117.58
FSFS
117.43
FS,GBFS GB
11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG11750TG117.50 TG11750TG11750TG11750TG11750TG
114.31 FL11431FL
116.77 TG
114.27 FL
2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2 77%2.77%2 77%2.77%2.77%2 77%2.77%2.77%2.77%2.77%%2.77%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%100%1.00%100%1.00%1.00%1.00%1.00%1.00%
116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116 60 FS116.60 FS116 60 FS116 60 FS116 60 FS116 60 FS
114.1 FL114 1 FL
(113.78)7()
FLFLF
()
118.1911118811991111881111999911889999118888
FSFFSSSSSSFFFFSSFFFF
117.781
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5%555%%%%%%%%55
8.
3
3
%
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8.33%88 3333%%88 333333%%%%33%%%%88 33 %%%%%%88..
118.10 TC118 10 TC118.10 TC118.10 TC118.10 TC118.10 TC118.10 TC118.10 TC118.10 TC118.10 TC118.10 TC
117 60 FS60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117 60 FS117.60 FS117 60 FS117.60 FS117.60 FS117 60 FS117.60 FS117.60 FS117.60 FS117.60 FS117.60 117.60 FS117.60 117.60 117.60 FSFSFS
TC118.8.8.108.0
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1.
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1
17.68 TG1G1
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114.35 FL1L111
116.04 FS046.60611666
116.04 FG.04..6 00000016611060116111111666
115.15115.
FSFSFSFSFSFSFSFSFSFSFS
115 34534115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115 34115.34115 34115.34115.34115 34115.34115.34115.34115.34115.34115.3444444444444444444444444444444444444444
TGTGTGTGTGTGTGTGTGTGTGTGTGTGTGTGGGGGGGGGGGGGGGGTGGG
4.6%%
8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%8%
7.5%%
9.2%9 %%%%%%%%
8%%
5.
0
%
118.021
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118.09
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118.10111188001188111111110000118888
FSFSFSFFFSSSSFFFSSSSFFFSSSSFFFSSSSFFFSSSSFFFSSSSFFFSSSSFFFSSSSFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFSSSSFFFFFFFFSSSSSSFFFFSSSSSSSSFFSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFFSSSSSSSSSSFFFFFFFFFFFFFFSSSSSSSSSSSSSSSSSFFFFFFSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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1.
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13
117.76117.76
SSFSSFSSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFS
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118
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118.10 TC118
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117.60 FS11760FS
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10 FS118.11111
1.
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1
117.07117700111177007777770011
FSFFSSFFSSSSSSSS
118.19
FS
118.10
FS
118.21 FF
115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115 24115.24115 24115 24115 24115 24
FS
116.10 FS1111666
116.10 FG1116111166.
5%
118.19
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115.46.4464111111111555555554444444466666666111111111111111111115511555555555555555555555544444...4444444444444444446666644666666666666666661111111111111111111111111111155511111115555555555551111.......5555555555555555 44444444444444455555555444444444444444444446666666666664444444444444466666666666666666444466666666666
FSFFFFFFFFSSSSSSSSSSSFFFFFFFFFFFFFFFFFFFFFSSSSSFFSSSSSSSSSSSSSSSSSSSSFFFFFFFFFFFFFFSSSSSSSFFFFFFFFFFFFSSSSSSSSSSSSSSFFFFFFFFSSSSSSSSSSSSSSSSSSSSSS
117.94
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8.
3
3
%
%%
33
88
%%%%%%
33
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4.9%99%%4444 99%%%%%%%%%%%%%%4444444444444
(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)((1)((4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(5)(9)
(10)(10)(13)
(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)(14)()()()()()()()()()()()()()()()()()()()()()(18)
1.1%11111
118.19
FS
8.33%8 33%%%888888888 33%%88888888888 333333%%%%%%%%3333%%%%888888
115.73115.7311111111115555555555.777777777733333331111111111111111111115511555555555555557777..777777777777773333733333333331111111111111111111111111111115511111111555555555551111...555555555555555 777775555555577777777777773333333777777777777333333333333377773333333333
FSFFFFFFSSSSSSSSFFFFFFFFFFFFFSSSFFFFSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSFFFFFFFFSSSSFFFFFFFFFFFFSSSSSSSSSSSSSSFFFFFFFFSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
1.5%15%5151515155555111111111155%%%%%%%%%%5555%%%%55%%%%%%%%%%%%%%1111111111....(114.90)1(114 90)111((11111111111111111((1111111111111111111111111111111111111(((((((((((((1111111111111111111111111111111111111111()
ESSESSE
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115.82
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1.5%%%11 5555%%%%%%5555%
118.19
FS
117.32 TG7
113.90 FL1
7.68 TG117
7.60 FG11117
4.35 FL1111111111111111111111111111111111111111111111111111111111111111111111111111114
1.5%11 55%%%%55%%%%%%555555
117.2117177111111111
FGF
117.681111111111777777776666666668888888811111111111111111111111177111777777777777777777666666...666666688666666888886688888888888888881111111111111111111111111111111117777777111111117777777777777711111666....7777777777777 66666666666666677788866686866666666666666666688888888888666868666666666888888888888668688888888
FSFFFFFFFFFFSSSSSSSSSSFFFFFFFFFFFFFFFFFFFFFSSSSFSSSSSSSSSSSSSSSSSSFFFFFFFFFFFFFFFFFFFFFFFFSSSSSSSSFFFFFFFFFFFFFFFFSSSSSSSSSSSSSSSSSSFFFFFFSSSSSSSSSSSSSSSS
1.
1
5
%
117.100001001171177.0000
FSSSSFSSFFFSSSSSS%
118.10 FS1111881100FFSS1188880000SSSS0000888888888888811SSSS00111188
117.77 FG777777GGGG1177777777FFGGGGFFGG771111FFFFFFFFFFFGGGG7717.7711111111111111117777777777777777777777777777..........777777777777777777777777777777777777777777777777
4.4%
SD8SD8
1.5%11111 5555555%%%%%%%%%%%%%%%11111111111 555555555555%%55555%%%%%%%%%%%%%%%%%%%%%%%%%%%%1111111111111.....11111111 55555555555%5555555555555555%%%%%%%5%%55555555%%%%%%%%%%%%%%%%%%5%%%%%%%%%%%%%%%%%%%%%%%%%%%%
55
>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>55
55
115.461111111111115555555.4444444466666666661111111111111111111155115555555555555555555555444..44444444444446666446666666666111111111111111111111111111115111111111115555555555511111111..5555555555555555 444...5555555555 44444444444666666644444444444466666666666666644446666666666666666
FLFLFFFFFFFFFFLLLLLLLLLLLLLFFFFFFFFFFFFFFFFFFFFFFLLLLLLLFFFFFLLLLLLLLLLLLLLLLLLFFFFFFFFFFFFFFFFFFFFFFFLLLLLLLLLFFFFFFFFFFFFLLLLLLLLLLLLLLLLLLLLFFFFFLLLLLLLLLLLLLLLLLL
116.40116 40116 40116 40116 40116 40116 40116 40116 40116 400000444466666111111116 40116 4011111111116666666666.4444444444000000001111111111111111111111111111111111111111111166666666666666666166666666666666666666666666666.444444444444444444.4444440000000444400000000000000000000000000001111111111111111111111111111111111111111111111166611111111666666666661111111111111111111111111...66666666666666666666666666666666 4444444666666666666666666666666664444444444444440000000444444444444444444444444444444400000000000044444444444444444444000000000000000000000000000
FLFFFFFFFLLLLLLLFFFFFFFFFFLFFFFLLLLLLLLLLLLLLLLFFFFFFFFFFFFFFFFFFFFFFFLLLLLLLLFFFFFFFFFFFLLLLLLLLLLLLFFFLLLLLLLL
SD9SD9
1.0%111111.000000000000%%%%%%%%%%%%%%%1111111111 000..000000000000000%%%%000%%%%%%%%%%%%%%%%%%%%%%%%%%1111111111 0....1111111 000000000111%%%000000000000000%%%%%%%%%%%000000000000%%%%%%%%%%%%%%%%%%%000%%%%%%%%%%%%%%%%%%%%%%%%%%
(P) DECK WITH 42"
HIGH RAILING
116.6211166662
FLLFFL
SD9SD9
116.8
FG
55
2222222222222222222222222222222222333333333333333333333333
22
333333333
44
44
6666
66 66
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88
88
99
99
88
88
SD1SD1
44 SF 558 SFSSFS558SFS558S5555555888SSSSSSFFF
558 SF
SD1SD1
44 SF44 S
SD3SD3
SD2SD2
SD3SD3
(P)
ROOF
DRAIN
(P)
ROOF
DRAIN
SD4SD4
SD4SD4SD3SD3
SD5SD5
SD6SD6
SD7SD7
SHSSSSSSSSSSSSSSSSSSSSSSSAAAAAAAAAAAAAAAAAAAARAAAARRRRRTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
P)
PPP(PP
R
118.18
FS
118.18
FS
135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%1.35%135%1.35%1.35%1.35%1.35%1.35%1.35%%%%%%%%%%%
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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D
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SDDDDDDDDDDSDDSDDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSDSDDDDDDDDSDDD
SDDDDDDDDSDDDDDDDDDDDSDDDSDDDDDDDDDSDDD
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SSSSSSSSSSSSSSSSSSSSSSSSSSSSS
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DDDDDDDDDDDDDDDDSDDDDDDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%%2%%%%%%%%%%%2822882888
9.00'
TYP.
%
60
.
1
'
1SD11SD11
1SD10SD10000
SD3SD3
SD3SD3
SD6SD6
1SD6SD6
115.51
FL
115.41
FL
LEGEND
PROPOSED
CONCRETE
FLATWORK
PROPOSED
PERMEABLE
PAVERS
EXISTING PROPERTY CORNER BORING LOCATION PER SOILS REPORT
PROPOSED
LANDSCAPE
AREAS
PROPOSED
CONCRETE
PAVEMENT
PROPOSED CATCH BASIN PROPOSED STORM DRAIN PIPE(P) (P)··SDSD··
PROPOSED JUNCTION BOX PROPOSED DOOR LOCATION PER ARCH PLANS
1.1%PROPOSED SLOPE (1.1%)EXISTING SLOPE
(114.78 ES)[116.01 ES]EXISTING ELEVATION PER
TOPO SURVEY POINT
EXISTING ELEVATION INTERPOLATED
BETWEEN EXISTING TOPO SURVEY POINTS
SD1SD1
DRAINAGE NOTES
PROPOSED BIO PLANTER PER DETAIL 2 THIS SHEET.
PROPOSED STORM DRAIN PIPE SYSTEM TO SEPARATOR INLET @ 0.5% MIN.
PROPOSED ROOF DRAIN CONNECT TO STORM DRAIN PIPE SYSTEM WITH 4" PVC PIPE @ 2% MIN.
PROPOSED ROOF DRAIN CONNECT TO STRIP DRAIN AND OUTLET TO BIO PLANTER.
PROPOSED STRIP DRAIN WITH TRAFFIC RATED GRATE CONNECTED TO SEPARATOR INLET WITH 4" PVC
PIPE @ 2% MIN.
PROPOSED CONTECH CASCADE SEPARATOR CS-3 WITH MINIMUM TREATMENT FLOW RATE OF 0.05CFS,
AND BYPASS FLOW RATE 1.7CFS. CONNECT OUTLET TO JUNCTION BOX WITH 2 - 6" PIPES @ 0.5% MIN.
HOLE TO BE NOTCHED IN BOTTOM OF BOX WIDTH OF SIDEWALK UNDERDRAIN.
PROPOSED SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY OF SAN LUIS OBISPO STANDARD
DETAIL 3420. FLOWLINE SLOPE TO MATCH EXISTING SIDEWALK SLOPE.
PROPOSED EARTHEN SWALE.
PROPOSED CONCRETE SWALE.
PROPOSED CATCH BASIN WITH TRAFFIC RATED GRATE
PROPOSED JUNCTION BOX
SD3SD3
SD2SD2
SD4SD4
SITE NOTES
PROPOSED 20' WIDE CONCRETE DRIVEWAY PER CITY OF SAN LUIS OBISPO
STANDARD DETAIL 2115. REFER TO DETAIL 1 THIS SHEET FOR DETAIL GRADING.
PROPOSED 6" CONCRETE CURB
PROPOSED FLUSH CURB
PROPOSED PERMEABLE PAVERS
PROPOSED RETAINING CURB
PROPOSED 1'-10" WIDE LANDSCAPE PLANTER
PROPOSED CONCRETE PAVEMENT
PROPOSED ACCESSIBLE RAMP. MINIMUM 4' WIDE WITH 2% MAX CROSS SLOPE
AND LONGITUDINAL MAXIMUM SLOPE OF 8.33%.
PROPOSED 4" TALL CONCRETE ACCESSIBLE PATH WARNING CURB.
11
22
33
44
55
66
77
SD5SD5
SD6SD6
SD7SD7
SD8SD8
SD9SD9
88
99
SD10SD10000
SD11SD11
GENERAL NOTES
1.EXISTING PROPERTY LINE BEARINGS, DISTANCES, AND
EASEMENTS SHOWN ON A2.2.
2.FOR PROPOSED PARKING LOT DIMENSIONS SEE A2.1.
3.REFER TO SOILS REPORT PREPARED BY EARTH SYSTEMS
PACIFIC , FILE NO. 303920-001, DATED JUNE 15, 2020 FOR ALL
PAVEMENT AND FLATWORK SECTIONS.
4.PROPOSED WHEEL STOPS PER CITY OF SAN LUIS OBISPO
STANDARD 2260 TYPICAL AT ALL PARKING STALLS.
5.FOR PROPOSED TRASH ENCLOSURE ROOF SEE SHEET A2.3.
(0
.
6
5
%
)
(1.1%)((%%11..
114.78 FS
(114.78 ES)
114.24 FS
[114.16 FL]
114.11 FS
(114.03 FL)
7.6%%%661.1%%%%%
(114.67 TC)
(114.17 FL)
()
7.6%..661.1%%%11%%%%
(1.1%)
(114.50 TC)
(114.00 FL)
()
114.72 FS
(114.72 ES)
114.59 FS
(114.59 ES)
114.65 FS
(114.65 ES)
11
4" OVERFLOW
PIPE CONNECTED
TO STORM DRAIN
PIPE AND
SEPARATOR
SYSTEM
4" PERFORATED
DRAIN PIPE
6"
ROOF DRAIN
@ BUILDING
STRIP DRAIN
TG
PER PLAN
1"
FG
PER PLAN
TC
PER PLAN
FL
PER PLAN24" SOIL
MEDIA
24" GRAVEL
ATRIUM GRATE
C1.0
JUNE 22, 2026
SCALE: 1" = 20'
EARTHWOOD LN
S a n L u i s O b i s p o, C A
PRELIMINARY GRADING PLAN - LOT 16 & 17
SCALE: 1" = 10'
DRIVEWAY DETAIL NORTH
SEE
PRELIMINARY
GRADING PLAN
LEFT
NO SCALE
BIO-PLANTER DETAIL1122
NORTHORRRRNORTHORRRRRTTHRTRTRTTHRTTROONOONOOOONOONRTRTTRTRTRTRTRTRTTRTRTTRRTRTRRROONOONOOONOONOOOOONORTRTTRTRTRTRTRTRTTRTRTTRRTRTRRROOOOOOOOOOOOOOOOOORTRRTTRTRTRRRTRRRTTRTRTTRRRRTRRROOOOOOOOOOOOOOOOOOORRRRRRRRRRRRRRRRRRRRRRRTTRRRTRTRRRTRRRTTROOOOOOOOOOOOOOOOOOOOOOO
AND ON A2.0.
ATTACHMENT A
Page 41 of 126
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(E) R.O.W.
67.00'
(E) STORM DRAIN CURB INLET
(E) STORM DRAIN CURB INLET
(E) 2" DOMESTIC & 1"
RECYCLE SERVICES TO
METER VAULT (LOT 16)
(E) 4" FIRE SERVICE (LOT 16)
(E) GAS SERVICE (LOT 16)
(E) FIRE
HYDRANT
(E) POWER,CATV, TEL VAULTS
(E) 2" DOMESTIC & 1"
RECYCLE SERVICES TO
METER VAULT (LOT 17)
(E) 4" FIRE SERVICE (LOT 17)
(E) SSMH
(E) SDMH
)
(E) GAS SERVICE
(LOT 17)
SNO METERSRSMN**
NO METERSRRM**(E) 18" HDPE
STORM DRAIN
(BASIN OUTLET)
(E) 18" HDPE
STORM DRAIN
(BASIN OUTLET)
(E) 24" HDPEPE
STORM DRAINDRSTORM DRAINSTORM DRAIN STORM DRAIN
(BASIN INLET)ASIN
(E) 24" HDPE
STORM DRAINSTORM DRAINSTORM DRAINSTORM DRAINSTORM DRAINSTORM DRAIN
(BASIN INLET)
118.21 FF28.28.8.888.88 2
118.21 FF
(P) BUILDINGIL
(P) BUILDING)
S1S1
S1S1
W1W1
F1F1
JT1JT1
G1G1
S1S1
S1S1
W2W2
(P) LANDSCAPE
(E) 5' SIDEWALK
W2W2
JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJTJTJJJJJJJJJJJJJJJTJJJJJJJJTTJTJTJJJTJJJJJJJJJJJJJTJJJJTJJJJTJJJTTJTJJJTTJTJJJJTJJJTJJJJJJJJTJTJJJTJJJTJJJJJJJTJJJJTJJJJTJJJJTTTTJTJJTTTJTJJJJTJJJJTJJJJTJJJTJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ
(P) ·SS·
(P) ·SS·
(E) 4" PVC SEWER LATERALS
(P
)
·SS
·
(P
)
·SS
·
UTILITY NOTES
PROPOSED 4" PVC SEWER LATERAL @ 2% MIN. PER CITY STANDARDS.S1S1
GENERAL NOTES
1.EXISTING PROPERTY LINE BEARINGS, DISTANCES, AND EASEMENTS SHOWN
ON A2.2.
2.EXISTING UTILITY SIZES AND MATERIALS SHOWN ARE PER AS-BUILT PUBLIC
IMPROVEMENT PLANS FOR TRACT 2493 - PHASE 2.
3.PROPOSED STORM DRAIN SHOWN FOR INFORMATIONAL PURPOSES ONLY.
SEE SHEET C1.0.
PROPOSED 4" C200 FIRE WATER SERVICE PER CITY STANDARDS.F1F1
PROPOSED DOMESTIC SERVICE PER CITY STANDARDS FROM
WATER METER VAULT TO BUILDING. NO METER CURRENTLY
INSTALLED. PROPOSED 1" WATER METER TO BE INSTALLED.
W1W1
PROPOSED RECYCLED WATER IRRIGATION SERVICE PER CITY
STANDARDS FROM EXISTING WATER METER VAULT TO LANDSCAPE
AREA. NO METER CURRENTLY INSTALLED. PROPOSED 1"
IRRIGATION METER TO BE INSTALLED.
W2W2
PROPOSED GAS SERVICE PER GAS COMPANY STANDARDS.G1G1
PROPOSED JOINT DRY UTILITY SERVICE INCLUDING POWER,
TELEPHONE, & CATV. PER UTILITY COMPANIES STANDARDS.
JT1JT1
LEGEND
EXISTING PROPERTY CORNER
PROPOSED UTILITY POINT OF CONNECTION
PRELIMINARY UTILITY PLAN - LOT 16 & 17 C2.0
JUNE 22, 2026
SCALE: 1" = 20'
EARTHWOOD LN
S a n L u i s O b i s p o, C A
NORTH
ATTACHMENT A
Page 42 of 126
'''
ATTACHMENT A
Page 43 of 126
Page 44 of 126
Date
Scale
Sheet
A R R I S
S T U D I O
A R C H I T E C T S
1319 MARSH STREET, STE 200
SAN LUIS OBISPO, CA 93401
805/547.2240 805/547.2241P:F:
THOM AS E. JESS ARCHITECT (CA) #C27608
ADRIANA J. COOK ARCHITECT (OR) #6543
EARTHWOOD LOTS
16&17
A1.1
4/22/2026
NTS
SAN LUIS OBISPO, CA
93401
AIRPORT AREA SPECIFIC PLAN - DESIGN CONSISTENCY MATRIX
ATTACHMENT B
Page 45 of 126
Date
Scale
Sheet
A R R I S
S T U D I O
A R C H I T E C T S
1319 MARSH STREET, STE 200
SAN LUIS OBISPO, CA 93401
805/547.2240 805/547.2241P:F:
THOM AS E. JESS ARCHITECT (CA) #C27608
ADRIANA J. COOK ARCHITECT (OR) #6543
EARTHWOOD LOTS
16&17
A1.2
4/22/2026
NTS
SAN LUIS OBISPO, CA
93401
AIRPORT AREA SPECIFIC PLAN - DESIGN CONSISTENCY MATRIX
ATTACHMENT B
Page 46 of 126
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ATTACHMENT C
Page 47 of 126
PROJECT SITE
A1.0
MAY 8, 2026
EARTHWOOD LOTS 18&19
SAN LUIS OBISPO, CA 93401
A25100
PROJECT DATA
OWNER
CODY & JACQUELINE GAMBRIL
1336 PASEO LADERO
ARROYO GRANDE, CA 93420
CONTACT: CODY GAMBRIL
PHONE: (559) 760-9157
EMAIL: CGAMBRIL102@GMAIL.COM
ARCHITECT
ARRIS STUDIO ARCHITECTS
1319 MARSH ST, SUITE 200
SAN LUIS OBISPO, CA 93401
CONTACT: THOM JESS
PHONE: (805) 547-2240 x111
EMAIL: TJESS@ARRIS-STUDIO.COM
CIVIL ENGINEER
HODGE COMPANY
351 SAN MIGUEL AVE
SAN LUIS OBISPO, CA 93401
CONTACT: MIKE HODGE
PHONE: (805) 215-8753
EMAIL: HODGECOMPANY@GMAIL.COM
THE BUILDING SITE IS PART OF TRACT 2943 PHASE 2 AND IS CURRENTLY VACANT.
PUBLIC IMPROVEMENTS INCLUDING THE STREET, CURB/GUTTER, STREET TREES,
SIDEWALK AND UTILITIES STUBBED TO THE INDIVIDUAL SITES ARE EXISTING.
PROPOSED PUBLIC IMPROVEMENTS ARE LIMITED TO THE INSTALLATION OF A NEW
CURB CUT FOR THE DRIVE APPROACH.
THE BUILDING SITE IS LOCATED WITHIN THE JURISDICTION OF THE AIRPORT AREA
SPECIFIC PLAN (AASP).
THIS PROJECT PROPOSES THE CONSTRUCTION OF TWO SINGLE-STORY BUILDINGS
THAT WILL BE LEASED TO COMMERCIAL TENANTS. THE BUILDINGS SHARE A
COMMON DRIVE ENTRANCE, PARKING LOT DRIVE AISLE AND TRASH/RECYCLING
ENCLOSURE. A NEW SHARED ACCESS EASEMENT AND MAINTENANCE AGREEMENT
WILL BE CREATED TO ADDRESS THE SHARED PARKING LOT DRIVE AISLE AND TRASH
ENCLOSURE.
THE BUILDINGS HAVE BEEN DESIGNED TO COMPLY WITH THE COMMUNITY DESIGN
GUIDELINES AS WELL AS THE DEVELOPMENT STANDARDS IN THE AIRPORT AREA
SPECIFIC PLAN.
THE APPLICANT WILL COMPLY WITH THE CITY OF SLO'S PUBLIC ART REQUIREMENT
BY INCORPORATING PUBLIC ART ONSITE. IF THAT PROVES INFEASIBLE, THE
APPLICANT TO PAY THE APPROPRIATE IN-LIEU FEE.
THE APPLICANT IS REQUESTING TO REMOVE ONE STREET TREE THAT CONFLICTS
WITH THE DRIVEWAY APPROACH AND PROVIDE ONSITE COMPENSATORY
PLANTING.
PROJECT DESCRIPTION
PROJECT DIRECTORY
PROJECT DATA
EARTHWOOD LANE / LOTS 18 & 19
4175 & 4165 EARTHWOOD LANE
SHEET INDEX
ARCHITECTURAL
A0.0 COVER SHEET
A1.0 PROJECT DATA
A2.0 EXISTING CONDITIONS
A2.1 PROPOSED SITE PLAN / FLOOR PLAN
A2.2 SHARED ACCESS EASEMENT PLAN
A2.3 PROPOSED ROOF PLAN
A3.0 PROPOSED BUILDING ELEVATIONS
A4.0 PROPOSED SITE LIGHTING
A5.0 PROPOSED COLORS & MATERIALS
A6.0 PROPOSED SIGNAGE PROGRAM
LANDSCAPE
L1.0 PROPOSED LANDSCAPE PLAN
L1.1 PROPOSED LANDSCAPE PALETTE
CIVIL
C1.0 PRELIMINARY GRADING PLAN
C2.0 PRELIMINARY UTILITY PLAN
SURVEY
T1.0 TOPOGRAPHIC MAP
VICINITY MAP
ADDRESS:4175 (LOT 18) & 4165 (LOT 19)
EARTHWOOD LANE
APN:053-258-059 (LOT 18)
053-258-060 (LOT 19)
SITE AREA:
LOT 18:0.21 ACRES (9,011 SF)
LOT 19:0.21 ACRES (9,011 SF)
TOTAL SITE AREA: 0.42 ACRES (18,022 SF)
ZONING: M-SP (MANUFACTURING)
ADJACENT ZONING:M-SP
SPECIFIC PLAN:AIRPORT AREA SPECIFIC PLAN
TYPE OF CONSTRUCTION:TYPE VB
SPRINKLERS:YES (NFPA-13)
OCCUPANCY:F-1, M, B, S-1 OR, S-2
BUILDING AREA:
LOT 18:4,108 SF
LOT 19:4,212 SF
TOTAL BUILDING AREA:8,320 SF
USE:
EXISTING USE:VACANT
PROPOSED USE:COMMERCIAL
NUMBER OF STORIES:1 STORY
SETBACKS:
FRONT SETBACK REQUIRED:16 FEET
FRONT SETBACK PROVIDED:16 FEET
FRONT SETBACK TO PARKING REQUIRED: 5 FEET
FRONT SETBACK TO PARKING PROVIDED: 5 FEET
REAR SETBACK REQUIRED:NONE
REAR SETBACK PROVIDED:NONE
LOT 18 SOUTH SIDE SETBACK REQUIRED: NONE
LOT 18 SOUTH SIDE SETBACK PROVIDED: 5' 6" FEET
LOT 18 NORTH SIDE SETBACK REQUIRED: NONE
LOT 18 NORTH SIDE SETBACK PROVIDED: NONE
LOT 19 SOUTH SIDE SETBACK REQUIRED: NONE
LOT 19 SOUTH SIDE SETBACK PROVIDED: NONE
LOT 19 NORTH SIDE SETBACK REQUIRED: NONE
LOT 19 NORTH SIDE SETBACK PROVIDED: 3' 5"
BUILDING HEIGHT ALLOWED:36 FEET
BUILDING HEIGHT PROPOSED:25.5 FEET
FLOOR AREA RATIO ALLOWED:0.60
FLOOR AREA RATIO PROPOSED:
LOT 18:0.46 (4,108 SF / 9,011 SF)
LOT 19:0.47 (4,212 SF / 9,011 SF)
OVERALL:0.46 (8,320 SF / 18,022 SF)
LOT COVERAGE ALLOWED (BLDG):75%
LOT COVERAGE PROPOSED (BLDG):
LOT 18:46% (4,108 SF / 9,011 SF)
LOT 19:47% (4,212 SF / 9,011 SF)
OVERALL:46% (8,320 SF / 18,022 SF)
LOT COVERAGE ALLOWED (BLDG/PARKING): 90%
LOT COVERAGE PROPOSED (BLDG/PARKING):
LOT 18: 73% (6,608 SF / 9,011 SF)
LOT 19: 80% (7,174 SF / 9,011 SF)
OVERALL:76% (13,654 SF / 18,022 SF)
LANDSCAPE AREA REQUIRED:10%
LANDSCAPE AREA PROVIDED:
LOT 18:15% (1,309 SF / 9,011 SF)
LOT 19:10% (913 SF / 9,011 SF)
OVERALL:12% (2,222 SF / 18,022 SF)
PARKING LOT LANDSCAPE AREA REQUIRED: 5%
PARKING LOT LANDSCAPE AREA PROVIDED:
LOT 18:14% (359 SF / 2,500 SF)
LOT 19:10% (305 SF / 2,962 SF)
OVERALL:12% (664 SF / 5,462 SF)
PARKING REQUIRED *:
MIN PARKING (1 SPACE/500 SF):17 SPACES
MAX PARKING (1 SPACE/300 SF):28 SPACES
PARKING PROVIDED:18 SPACES
EV PARKING REQUIRED:
EV READY SPACES:3 SPACES
EV CAPABLE SPACES:9 SPACES (50% x 18 SPACES)
EV PARKING PROVIDED:
EV READY SPACES:3 SPACES
EV CAPABLE SPACES:9 SPACES
PARKING LOT COMPLIANCE
REQUIRED BAY WIDTH: 60.1 FEET
PROVIDED BAY WIDTH:60.1 FEET
REQUIRED STALL WIDTH:8.6 FEET
PROVIDED STALL WIDTH: 9 FEET
ONSITE LOADING SPACES REQUIRED: NONE
ONSITE LOADING SPACES PROVIDED: NONE
MOTORCYCLE PARKING REQUIRED:1 SPACE
MOTORCYCLE PARKING PROVIDED:1 SPACE
BIKE PARKING REQUIRED (ASSUME INDUSTRIAL USE):
SHORT TERM:1 SPACE (8,684 SF / 7,500 SF x 25%)
LONG TERM:1 SPACE (8,684 SF / 7,500 SF x 75%)
BIKE PARKING PROVIDED:
SHORT TERM:1 SPACE
LONG TERM:1 SPACE
COMMERCIAL LINKAGE FEE ESTIMATE
LOT 18 (MANUFACT.): $5.35/SF X 4,108 SF = $21,977.80
LOT 19 (MANUFACT.): $5.35/SF X 4,212 SF = $22,534.20
OVERALL:$44,511.00
* PARKING REQUIRED IS FROM AASP TABLE 4-8 "BUSINESS SERVICES, RESEARCH,
DESIGN, MANUFACTURING"
SAN LUIS OBISPO, CA
SUPPORTING DOCUMENTS
SOILS REPORT
FIRM: EARTH SYSTEMS PACIFIC
REPORT NO: #303920-003
DATED: FEBRUARY 20, 2026
ARBORIST REPORT & TREE PROTECTION PLAN
FIRM: HERITAGE TREE ARBORICULTURAL
CONSULTING
DATED: MARCH 11, 2026
ATTACHMENT C
Page 48 of 126
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ATTACHMENT C
Page 56 of 126
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Page 57 of 126
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ATTACHMENT C
Page 58 of 126
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64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%64%6.4%64%64%64%6.4%6.4%6.4%6.4%6.4%6.4%64%
6.4%%
8.7%7
6.4%44
5%
118.771
FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSSSS
118.84
FS
118.8511118888118888555588881155555511888888888
FSSSFFSSFFSSFFSSFFSSFFFFFFFFFFFFSSFFFFSSSSFSSSSSSSSSSSSSSFFFFFFFFFFFFFFFFFFFFFFFSSSSSSSSSSSSSSSSSSSSSSSSSSSS
%
0.
5
5555
0.
5
5555%%%%%%%%%%%%%%
118.53
FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSSSS
1.
3
%
%%%%%%%%%
13
%
1.
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%
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1.
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118
8
5
T
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8
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118
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118
8
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C
118
8
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118
8
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118
8
5
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C
118
8
5
T
C
118
8
5
T
C
118
8
5
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118
8
5
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118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118.85
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118
8
5
T
C
118.85
T
C
118.85
T
C
118.85
T
C
118.85
T
C
118.85
T
C
118.85
T
C
118.85
T
C
118.85
T
C
118.85
T
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118.85
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118.85
T
C
118.85 TC118.85
T
C
118.85
T
C
118.35 FS118.35
F
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118.85 TC8
118.85 FSSS
1.
3
1
%
118.43 TG1TGTGTTTGGGGGGG
118.35 FG1FGGFFGGGGGGG
115.55 FL
1.
8
1
%
%
8
111
88
%%
11
18
%%
118.00818 00811111188.00
FS
118.94
FS
118.85
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118.96 FF
118.9411118899994444888899991111
FSFFSSSSFF
116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116 50116.50116 50116.50116.50116 50116.50116.50116.50116.50116.50116.50116.50116.50650116.50650650650650
FS 888888888888888
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117.38 FS3
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4
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4
1.5%55%%%%11..5555%%%%%%%%%%%%%%551...%%%%%
117.59
FS
5%%%55%%%%%%
1.5%55%%5555%%55%%5555
1.5%1.5%1.111 %%%%%%%%%%%%%%%1111111111 55
(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)(1)((1)((4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(4)(5)
(9)
(10)(10)(13
(14)(18)
116.3 TG
114.55 FL
(116.6)
ES
()
117.53
FS
118.85
FS
118.94
FS
(114.87)487)87)((1111((((()
ESS
()
(114.90)1(114 90)11111((((111111111(111111111((1111((11111111111()
ESSESSE
()
115.82
FS
118.31
FS
118.94
FS
118.941
FS
118.43 TG
118.35 FGG
115.55 FL5L
118.051111885511118800005500118888888..111118881 5118 051511111111111188888888888888888000000000000000555555558.0
FSFFSSFFSSSSFFFFFFSSSSSSSS
118.7711111111111111188888888877777777777777777777711111111111111111111111188111118888888888888888888877...7777777777777777777777777777777777777777711111111111111111111111111111111111111111111118888888881111111188888888888888811117......8888888888888 7777777777777888887777777777777777777777777777777777777777777777777777777777777777777
FSFFFFFFFSSSSSSSSSSFFFFFFFFFFFFFFFFSSSSFFSSSSSSSSSSSSSSSSSSFFFFFFFFFFFFFFFFSSSSSSSSFFFFFFFFFFFFSSSSSSSSSSSSSSSSSFFFFSSSSSSSSSSSSSSSSSSSS
118.00.118111188
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1.
8
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%
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%%%
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1%1%%
115.8111111111155555555555.8888888811111111111111111111115555555555555555555555555555855588888888888888888888888888888888811111111111111111111111111111115555555511111115555555555555555555188.555555555555555 8888888888855558888888888888888888888888888888
FLFFFFFFFFLLLLLLLLFFFFFFFFFFFFFFFFLLLLFFLLLLLLLLLLLLLLLLFFFFFFFFFFFFFFFLLLFFFFFFFFFFFFFFFFLLLLLLLLLLLLLFFFFFFFFFFLLLLLLLLLLLLLLLLLLLLL
(115.0))())
EGG
())
(118.8)
EG
()
118.8
FL
55
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67.00'000
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698 SF8698SF8698 SF869666999888SSSSSS
%%
33
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698 SFS8SFS698SFS6986669999888SSSFF
22
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SD1SD1
44 SF44
SD1SD1
44 SFSF44 SF44 SF44 SF44 SF44 SF44 SF44 SF44 SF44 SF
22222222222222222222DDDDDDDDDDDDDDDDDDDDDDDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD2SD2
(P)
ROOF
DRAIN
(P)
ROOF
DRAIN
SD3SD3
SD4SD4
SD4SD4
SD5SD5
66666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD6SD6
SD7SD7
33333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD3SD3
(P
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T
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118.93
FS
118.93
FS
135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%135%1.35%135%%%%%%%%
EXISTING
PROPERTY
LINE
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
D
S
DD
S
D
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSS
D
S
DD
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DDDDDDDSDDSDDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSSSDSDDDDDDSDDD
SDDDDDDDSDDDDDDDDDDSDDD
SSSS
D
SS
D
S
D
DDD
SSS
D
SS
D
S
D
DDDDDDD
SSSSSSSSS
D
SS
D
S
D
SS
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
D
S
D
DDDDDDDDDDDDDDDDDDDDDDDDDDDD
SSSSSSSSSSSSS
D
SSSS
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
S
D
D
S
D
DDDDDDDDDDDDDDDDDDDDDDDDDDDD
DDDDDDDDDDDDDDDSDDDDDDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSDSD
11414141444.4444444.4
F
SD7SSDSDSDSDSDSSDSDDDDSD7SSDSDSDSDSDDDDDDSDSSDSDSSDSDSSSSDS
4 4444444
PERPPPPPPP
3))))))
900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900'900900'9009009009009009009009009009009009009009009.00900900900900900900
TYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYPTYP.TYPTYP.TYP.TYP.
%
60
.1
'
SD10SD100000
111111111111111111118518518.518518.518518.518.518.518.5188888888.588.588.58.58.58.58888885
FSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFSFFFFFFFFFF
11111111111111DDDDDDDDDDDDSSSSSSSSSSSSSSSD11SD1133333333333DDDDDDDDDDDSSSSSSSSSSSSSD3SD3
33333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333333DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD3SD3
66666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666666DDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDDSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSD6SD6
SD6SD6
SD1SD1
DRAINAGE NOTES
PROPOSED BIO PLANTER PER DETAIL 2 THIS SHEET.
PROPOSED STORM DRAIN PIPE SYSTEM TO SEPARATOR INLET @ 0.5% MIN.
PROPOSED ROOF DRAIN CONNECT TO STORM DRAIN PIPE SYSTEM WITH 4" PVC PIPE @ 2% MIN.
PROPOSED ROOF DRAIN CONNECT TO STRIP DRAIN AND OUTLET TO BIO PLANTER.
PROPOSED STRIP DRAIN WITH TRAFFIC RATED GRATE CONNECTED TO SEPARATOR INLET WITH 4" PVC PIPE @ 2% MIN.
PROPOSED CONTECH CASCADE SEPARATOR CS-3 WITH MINIMUM TREATMENT FLOW RATE OF 0.05CFS, AND BYPASS
FLOW RATE 1.7CFS. CONNECT OUTLET TO JUNCTION BOX WITH 2 - 6" PIPES @ 0.5% MIN. HOLE TO BE NOTCHED IN
BOTTOM OF BOX WIDTH OF SIDEWALK UNDERDRAIN.
PROPOSED SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3420.
FLOWLINE SLOPE TO MATCH EXISTING SIDEWALK SLOPE.
PROPOSED EARTHEN SWALE.
PROPOSED CONCRETE SWALE.
PROPOSED CATCH BASIN WITH TRAFFIC RATED GRATE
PROPOSED JUNCTION BOX
SD3SD3
SD2SD2
SD4SD4
SITE NOTES
PROPOSED 20' WIDE CONCRETE DRIVEWAY PER CITY OF SAN LUIS OBISPO
STANDARD DETAIL 2115. REFER TO DETAIL 1 THIS SHEET FOR DETAIL GRADING.
PROPOSED 6" CONCRETE CURB
PROPOSED FLUSH CURB
PROPOSED PERMEABLE PAVERS
PROPOSED RETAINING CURB
PROPOSED 1'-10" WIDE LANDSCAPE PLANTER
PROPOSED CONCRETE PAVEMENT
PROPOSED ACCESSIBLE RAMP. MINIMUM 4' WIDE WITH 2% MAX CROSS SLOPE
AND LONGITUDINAL MAXIMUM SLOPE OF 8.33%.
PROPOSED 4" TALL CONCRETE ACCESSIBLE PATH WARNING CURB.
11
22
33
44
55
66
77
SD5SD5
SD6SD6
SD7SD7
SD8SD8
SD9SD9
88
99
SD10SD10000
SD11SD11
11
6
11
6
1111666161616161611
(0
.
9
7
%
)
(1.1%)11
116.05 FS
[116.05 ES][115.45]
FL
[]
[115.23]
FLF
[]
(115.32)
FL
()
111
8%1.1%%%111111%%
[115.98 TC]
[115.48 FL]
[]
8%1.1%11
(1.1%)((11%%))
(0
.
7
4
%
)
[115.70 TC]]
[115.20 FL]]
[]]
116.01 FS
[116.01 ES]
115.79 FS
[115.79 ES]
115.83 FS
[115.83 ES]
LEGEND
PROPOSED
CONCRETE
FLATWORK
PROPOSED
PERMEABLE
PAVERS
EXISTING PROPERTY CORNER BORING LOCATION PER SOILS REPORT
PROPOSED
LANDSCAPE
AREAS
PROPOSED
CONCRETE
PAVEMENT
PROPOSED CATCH BASIN PROPOSED STORM DRAIN PIPE(P) (P)··SDSD··
PROPOSED JUNCTION BOX PROPOSED DOOR LOCATION PER ARCH PLANS
1.1%PROPOSED SLOPE (1.1%)EXISTING SLOPE
(114.78 ES)[116.01 ES]EXISTING ELEVATION PER
TOPO SURVEY POINT
EXISTING ELEVATION INTERPOLATED
BETWEEN EXISTING TOPO SURVEY POINTS
GENERAL NOTES
1.EXISTING PROPERTY LINE BEARINGS, DISTANCES, AND
EASEMENTS SHOWN ON A2.2.
2.FOR PROPOSED PARKING LOT DIMENSIONS SEE A2.1.
3.REFER TO SOILS REPORT PREPARED BY EARTH SYSTEMS
PACIFIC , FILE NO. 303920-001, DATED JUNE 15, 2020 FOR ALL
PAVEMENT AND FLATWORK SECTIONS.
4.PROPOSED WHEEL STOPS PER CITY OF SAN LUIS OBISPO
STANDARD 2260 TYPICAL AT ALL PARKING STALLS.
5.FOR PROPOSED TRASH ENCLOSURE ROOF SEE SHEET A2.3.
6.EXISTING UTILITIES SHOWN FOR INFORMATIONAL PURPOSES
ONLY. SEE SHEET C2.0 FOR SIZES AND MATERIALS.
4" OVERFLOW
PIPE CONNECTED
TO STORM DRAIN
PIPE AND
SEPARATOR
SYSTEM
4" PERFORATED
DRAIN PIPE
6"
ROOF DRAIN
@ BUILDING
STRIP DRAIN
TG
PER PLAN
1"
FG
PER PLAN
TC
PER PLAN
FL
PER PLAN24" SOIL
MEDIA
24" GRAVEL
ATRIUM GRATE
PRELIMINARY GRADING PLAN - LOT 18 & 19
C1.0
JUNE 22, 2026
SCALE: 1" = 20'
EARTHWOOD LN
S a n L u i s O b i s p o, C A
NORTH
SCALE: 1" = 10'
DRIVEWAY DETAIL NORTH
SEE
PRELIMINARY
GRADING PLAN
LEFT
NO SCALE
BIO-PLANTER DETAIL1122
AND ON A2.0.
ATTACHMENT C
Page 59 of 126
JT
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118.21 FF
(N89°52'10"E 133.50')
(P) BUILDING (E) STORM DRAIN CURB INLET
(E) 24" HDPEP
STORM DRAINR
(BASIN INLET)N INL
(E) 24" HDPEE
STORM DRAINNNN
(BASIN INLET)ETETT
BORING # 7 PER
SOILS REPORTORT
(E) GROUND WATER = 109') GROUND WATER =
118.96 FF
118.96 FF
(E
)
5
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S
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W
A
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K
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5
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W
A
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K
W
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LINE
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(P) BUILDING
(P
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A
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6
'
P
A
R
K
W
A
Y
AA
(E) 4" PVC SEWER LATERALS
(E) R.O.W..O
66.99'.99.99
(E) 2" DOMESTIC & 1" RECYCLE
SERVICES TO METER VAULT
(LOT 18)
(E) 2" DOMESTIC & 1" RECYCLE
WATER SERVICES TO METER
VAULTS (LOT 19)
(E) FIRE SERVICE (LOT 19)
))))
(E) POWER,CATV, TEL VAULTS
(E) SSMH
(E) HIGH VOLTAGE TRANSFORMER
(E) A
.
C.
P
A
R
K
I
N
G L
OT
(E) A
.
C.
P
A
R
K
I
N
G L
OT
(E) 4" FIRE SERVICE (LOT 18)
W1W1
F1F1
JT1JT1
G1G1
W2W2
W1W1
F1F1
JT1JT1
G1G1
W2W2
(E
)
12
"
D
I
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R
W
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A
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IP
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GA
S
MA
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S
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(E
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6"
D
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S
E
W
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C
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N
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WEER
F
(E
)
2
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O
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2 "
R
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(E
SSNO METERSRSENO METERS*
NO METERS*
JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTTT
JJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJJ (E) GAS SERVICE
(LOT 19)
(E) GAS SERVICE (LOT 19)
(P) BUILDING
120.64 FF
UTILITY NOTES
PROPOSED 4" PVC SEWER LATERAL @ 2% MIN. PER CITY STANDARDS.S1S1
PROPOSED 4" C200 FIRE WATER SERVICE PER CITY STANDARDS.F1F1
PROPOSED DOMESTIC SERVICE PER CITY STANDARDS FROM
WATER METER VAULT TO BUILDING. NO METER CURRENTLY
INSTALLED. PROPOSED 1" WATER METER TO BE INSTALLED.
W1W1
PROPOSED RECYCLED WATER IRRIGATION SERVICE PER CITY
STANDARDS FROM EXISTING WATER METER VAULT TO LANDSCAPE
AREA. NO METER CURRENTLY INSTALLED. PROPOSED 1"
IRRIGATION METER TO BE INSTALLED.
W2W2
PROPOSED GAS SERVICE PER GAS COMPANY STANDARDS.G1G1
PROPOSED JOINT DRY UTILITY SERVICE INCLUDING POWER,
TELEPHONE, & CATV. PER UTILITY COMPANIES STANDARDS.
JT1JT1
GENERAL NOTES
1.EXISTING PROPERTY LINE BEARINGS, DISTANCES, AND EASEMENTS
SHOWN ON A2.2.
2.EXISTING UTILITY SIZES AND MATERIALS SHOWN ARE PER AS-BUILT
PUBLIC IMPROVEMENT PLANS FOR TRACT 2493 - PHASE 2.
3.PROPOSED STORM DRAIN SHOWN FOR INFORMATIONAL PURPOSES ONLY.
SEE SHEET C1.0.
LEGEND
EXISTING PROPERTY CORNER
PROPOSED UTILITY POINT OF CONNECTION
PRELIMINARY UTILITY PLAN - LOT 18 & 19 C2.0
JUNE 22, 2026
SCALE: 1" = 20'
EARTHWOOD LN
S a n L u i s O b i s p o, C A
NORTH
ATTACHMENT C
Page 60 of 126
ATTACHMENT C
Page 61 of 126
Page 62 of 126
Date
Scale
Sheet
A R R I S
S T U D I O
A R C H I T E C T S
1319 MARSH STREET, STE 200
SAN LUIS OBISPO, CA 93401
805/547.2240 805/547.2241P:F:
THOM AS E. JESS ARCHITECT (CA) #C27608
ADRIANA J. COOK ARCHITECT (OR) #6543 A1.1
4/22/2026EARTHWOOD LOTS
18&19 NTS
SAN LUIS OBISPO, CA
93401
AIRPORT AREA SPECIFIC PLAN - DESIGN CONSISTENCY MATRIX
ATTACHMENT D
Page 63 of 126
Date
Scale
Sheet
A R R I S
S T U D I O
A R C H I T E C T S
1319 MARSH STREET, STE 200
SAN LUIS OBISPO, CA 93401
805/547.2240 805/547.2241P:F:
THOM AS E. JESS ARCHITECT (CA) #C27608
ADRIANA J. COOK ARCHITECT (OR) #6543 A1.2
4/22/2026EARTHWOOD LOTS
18&19 NTS
SAN LUIS OBISPO, CA
93401
AIRPORT AREA SPECIFIC PLAN - DESIGN CONSISTENCY MATRIX
ATTACHMENT D
Page 64 of 126
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ATTACHMENT E
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ATTACHMENT E
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[116.76 FL]]
117.36 FS
[117.36 ES]
117.18 FS
[117.18 ES]
116.66 FS
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[116.55 FL]
[]
117.32 FS
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117.14 FS
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[]
SD1SD1
DRAINAGE NOTES
PROPOSED BIO PLANTER PER DETAIL 2 THIS SHEET.
PROPOSED STORM DRAIN PIPE SYSTEM TO SEPARATOR INLET @ 0.5% MIN.
PROPOSED ROOF DRAIN CONNECT TO STORM DRAIN PIPE SYSTEM WITH 4" PVC PIPE @ 2% MIN.
PROPOSED ROOF DRAIN CONNECT TO STRIP DRAIN AND OUTLET TO BIO PLANTER.
PROPOSED STRIP DRAIN WITH TRAFFIC RATED GRATE CONNECTED TO SEPARATOR INLET WITH 4" PVC PIPE @ 2%
MIN.
PROPOSED CONTECH CASCADE SEPARATOR CS-3 WITH MINIMUM TREATMENT FLOW RATE OF 0.05CFS, AND BYPASS
FLOW RATE 1.7CFS. CONNECT OUTLET TO JUNCTION BOX WITH 2 - 6" PIPES @ 0.5% MIN. HOLE TO BE NOTCHED IN
BOTTOM OF BOX WIDTH OF SIDEWALK UNDERDRAIN.
PROPOSED SIDEWALK UNDERDRAIN WITH COVER PLATES PER CITY OF SAN LUIS OBISPO STANDARD DETAIL 3420.
FLOWLINE SLOPE TO MATCH EXISTING SIDEWALK SLOPE.
PROPOSED EARTHEN SWALE.
PROPOSED CONCRETE SWALE.
PROPOSED CATCH BASIN WITH TRAFFIC RATED GRATE
PROPOSED JUNCTION BOX
SD3SD3
SD2SD2
SD4SD4
SITE NOTES
PROPOSED 20' WIDE CONCRETE DRIVEWAY PER CITY OF SAN LUIS OBISPO
STANDARD DETAIL 2115. REFER TO DETAIL 1 THIS SHEET FOR DETAIL GRADING.
PROPOSED 6" CONCRETE CURB
PROPOSED FLUSH CURB
PROPOSED PERMEABLE PAVERS
PROPOSED RETAINING CURB
PROPOSED 1'-10" WIDE LANDSCAPE PLANTER
PROPOSED CONCRETE PAVEMENT
PROPOSED ACCESSIBLE RAMP. MINIMUM 4' WIDE WITH 2% MAX CROSS SLOPE
AND LONGITUDINAL MAXIMUM SLOPE OF 8.33%.
PROPOSED 4" TALL CONCRETE ACCESSIBLE PATH WARNING CURB.
11
22
33
44
55
66
77
SD5SD5
SD6SD6
SD7SD7
SD8SD8
88
99
SD10SD100000
SD11SD11
SD9SD9
LEGEND
PROPOSED
CONCRETE
FLATWORK
PROPOSED
PERMEABLE
PAVERS
EXISTING PROPERTY CORNER BORING LOCATION PER SOILS REPORT
PROPOSED
LANDSCAPE
AREAS
PROPOSED
CONCRETE
PAVEMENT
PROPOSED CATCH BASIN PROPOSED STORM DRAIN PIPE(P) (P)··SDSD··
PROPOSED JUNCTION BOX PROPOSED DOOR LOCATION PER ARCH PLANS
1.1%PROPOSED SLOPE (1.1%)EXISTING SLOPE
(114.78 ES)[116.01 ES]EXISTING ELEVATION PER
TOPO SURVEY POINT
EXISTING ELEVATION INTERPOLATED BETWE
EXISTING TOPO SURVEY POINTS
GENERAL NOTES
1.EXISTING PROPERTY LINE BEARINGS, DISTANCES, AND
EASEMENTS SHOWN ON A2.2.
2.FOR PROPOSED PARKING LOT DIMENSIONS SEE A2.1.
3.REFER TO SOILS REPORT PREPARED BY EARTH SYSTEMS
PACIFIC , FILE NO. 303920-001, DATED JUNE 15, 2020 FOR ALL
PAVEMENT AND FLATWORK SECTIONS.
4.PROPOSED WHEEL STOPS PER CITY OF SAN LUIS OBISPO
STANDARD 2260 TYPICAL AT ALL PARKING STALLS.
5.FOR PROPOSED TRASH ENCLOSURE ROOF SEE SHEET A2.3.
6.EXISTING UTILITIES SHOWN FOR INFORMATIONAL PURPOSES
ONLY. SEE SHEET C2.0 FOR SIZES AND MATERIALS.
4" OVERFLOW
PIPE CONNECTED
TO STORM DRAIN
PIPE AND
SEPARATOR
SYSTEM
4" PERFORATED
DRAIN PIPE
6"
ROOF DRAIN
@ BUILDING
STRIP DRAIN
TG
PER PLAN
1"
FG
PER PLAN
TC
PER PLAN
FL
PER PLAN24" SOIL
MEDIA
24" GRAVEL
ATRIUM GRATE
C1.0
SCALE: 1" = 20'
EARTHWOOD LN
S a n L u i s O b i s p o, C A
Y
PRELIMINARY GRADING PLAN - LOT 20 & 21
JUNE 22, 2026
NORTH
SCALE: 1" = 10'
DRIVEWAY DETAIL NORTH
SEE
PRELIMINARY
GRADING PLAN
LEFT
NO SCALE
BIO-PLANTER DETAIL
AND ON A2.0.
ATTACHMENT E
Page 77 of 126
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VAULTS (LOT 20)
(E) 4" FIRE SERVICE (LOT 20)
(E) 2" DOMESTIC & 1" RECYCLE
WATER SERVICES TO METER
VAULTS (LOT 21)
(E) 4" FIRE SERVICE (LOT 21)
(E)POWER,CATV, TEL VAULTS
(E) SSMH
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NO METERSMMEMOS*
(E) R.O.W.WORR.O(
66.99'9
(E) 4" PVC SEWER LATERALS
118.96 FF
(P) BUILDING
(E) GAS SERVICE
(LOT 20)
(E) GAS SERVICE
(LOT 21)
UTILITY NOTES
PROPOSED 4" PVC SEWER LATERAL @ 2% MIN. PER CITY STANDARDS.S1S1
PROPOSED 4" C200 FIRE WATER SERVICE PER CITY STANDARDS.F1F1
PROPOSED DOMESTIC SERVICE PER CITY STANDARDS FROM
WATER METER VAULT TO BUILDING. NO METER CURRENTLY
INSTALLED. PROPOSED 1" WATER METER TO BE INSTALLED.
W1W1
PROPOSED RECYCLED WATER IRRIGATION SERVICE PER CITY
STANDARDS FROM EXISTING WATER METER VAULT TO LANDSCAPE
AREA. NO METER CURRENTLY INSTALLED. PROPOSED 1"
IRRIGATION METER TO BE INSTALLED.
W2W2
PROPOSED GAS SERVICE PER GAS COMPANY STANDARDS.G1G1
PROPOSED JOINT DRY UTILITY SERVICE INCLUDING POWER,
TELEPHONE, & CATV. PER UTILITY COMPANIES STANDARDS.
JT1JT1
GENERAL NOTES
1.EXISTING PROPERTY LINE BEARINGS, DISTANCES, AND EASEMENTS
SHOWN ON A2.2.
2.EXISTING UTILITY SIZES AND MATERIALS SHOWN ARE PER AS-BUILT
PUBLIC IMPROVEMENT PLANS FOR TRACT 2493 - PHASE 2.
3.PROPOSED STORM DRAIN SHOWN FOR INFORMATIONAL PURPOSES ONLY.
SEE SHEET C1.0.
LEGEND
EXISTING PROPERTY CORNER
PROPOSED UTILITY POINT OF CONNECTION
C2.0
SCALE: 1" = 20'
EARTHWOOD LN
S a n L u i s O b i s p o, C A
PRELIMINARY UTILITY PLAN - LOT 20 & 21
JUNE 22, 2026
NORTH
ATTACHMENT E
Page 78 of 126
ATTACHMENT E
Page 79 of 126
Page 80 of 126
Date
Scale
Sheet
A R R I S
S T U D I O
A R C H I T E C T S
1319 MARSH STREET, STE 200
SAN LUIS OBISPO, CA 93401
805/547.2240 805/547.2241P:F:
THOM AS E. JESS ARCHITECT (CA) #C27608
ADRIANA J. COOK ARCHITECT (OR) #6543
EARTHWOOD LOTS
20&21
A1.1
4/22/2026
NTS
SAN LUIS OBISPO, CA
93401
AIRPORT AREA SPECIFIC PLAN - DESIGN CONSISTENCY MATRIX
ATTACHMENT F
Page 81 of 126
Date
Scale
Sheet
A R R I S
S T U D I O
A R C H I T E C T S
1319 MARSH STREET, STE 200
SAN LUIS OBISPO, CA 93401
805/547.2240 805/547.2241P:F:
THOM AS E. JESS ARCHITECT (CA) #C27608
ADRIANA J. COOK ARCHITECT (OR) #6543
EARTHWOOD LOTS
20&21
A1.2
4/22/2026
NTS
SAN LUIS OBISPO, CA
93401
AIRPORT AREA SPECIFIC PLAN - DESIGN CONSISTENCY MATRIX
ATTACHMENT F
Page 82 of 126
1
4145-4195 Earthwood Lane
(ARCH-0034-2026, -0106-2026, -0107-2026)
Architectural Review Commission –August 3, 2026
Project Representative – Thom Jess, Arris Studio Architects
2
Project Site Locations
Lots 16-21 of Tract 2943
M-SP Zone (Airport Area Specific Plan)
~1.24-acres in total (~0.4 acre per site)
3
Summary for Each Project
Each project to develop these lots in pairings (Lots 16-17, 18-19, 20-21)
Two commercial buildings
•One on each lot
Sign program
•Awnings above, or in proximity to, the tenant entries
Street tree removal and onsite compensatory plantings
Site improvements
•Parking, access, and landscaping
Shared site features
•Parking, access, and trash
4
ARC’s Purview
Evaluate each project for consistency with Airport Area Specific Plan,
Community Design Guidelines, and Sign Regulations, and provide a
recommendation to the Director
To be considered by the Director for the final review and decision of each
project
Associated applications and requests, including:
•Minor Use Permit to establish office use for Lot 16
•Tree removals and compensatory plantings
ARC’s recommendations
Public correspondence
5
Project Site Plans
6
Project #1
Building Elevations
and Materials
7
Project #2
Building Elevations and
Materials
8
Project #3
Building Elevations
and Materials
9
Discussion Item – Sign Programs
Tenant spaces located closest to the street include significantly more sign area
than other tenant spaces
Suites 16-1 (awnings closest to the street), 17-1, 18-1, 19-1, 20-1, and 21-1
include sign areas of 113 to 162 square feet
Other suites include sign areas of 26 to 27 square feet
Discuss whether the sign program for each project provides a coordinated
set of standards. Are additional parameters needed to meet the intent of sign
programs for ongoing compatibility?
10
Project #1 (Lots 16-17) – Sign Program
11
Project #2 (Lots 18-19) – Sign Program
12
Project #3 (Lots 20-21) – Sign Program
13
Staff Recommendation
Evaluate each project for consistency with applicable goals, policies,
guidelines, and standards in the Airport Area Specific Plan, Community
Design Guidelines, and Sign Regulations
Provide a recommendation to the Community Development Director for
each project
Recommendations may include conditions to address project consistency
with these documents