As shown in the following table, the Project includes a request for two concessions and parking reductions:
Project Deviations
Please see the reduced Project plans (Attachment B) for more details. 3) Existing & Surrounding Land Uses: The Project site was a former private pre-school and is currently non-operational. The Project site is within the General Plan College Estates neighborhood. The following table lists and identifies the General Plan Land Use Density Bonus Concession (2)
1. Oxnard General Plan Goal SH-6.12: Require that
new habitable structures be setback at least 85 feet
from the nearest railroad track (provided 15 feet, 4
inches).
2. Oxnard General Plan Goal CD-9.4 View Corridor
Preservation: View corridors by creating edge
treatments along greenbelt areas and a landscape
buffer corridor of at least 30 feet along designated
scenic corridors (provided 15 feet). In conjunction
with this request, the application is reducing the front yard setback from 15 to zero to allow for the front
yard area to be included as part of the required
interior yard space area for compliance with
OCC Section 16.23 of the R-4 zone.
State Bonus Density Parking
Reductions
Provide 31 parking spaces onsite (40 parking spaces
Required).
3. 1 spaces per unit for 1 bedroom and 1.5 spaces for 2 or 3 bedrooms. (1 space/1 bedroom & 2 space/2
bedrooms or more required by the OCC)
4. Allow uncovered parking (Garage required by the
OCC)
5. Visitor parking reduction (one covered space for the first 30 units; 0.5 spaces after 31st unit required by
the OCC).
281
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
Designations, Zoning Designations, and existing land uses of the Project site and properties immediately adjacent to the site, which are also illustrated in Attachment A:
4) Background Information:
The property located at 2929 Albany Drive (Lot 51 and 52):
● In June 1964, the City approved the Subdivision Map 1570 of from a parcel to two lots. The combine lots square footage of the lot was ● In November 1964, a Zone Change was approved by the City Council from R-PD to R-3-PD Zone.
TABLE 1
EXISTING AND SURROUNDING LAND USES
Property Location General Plan
Land Use
Designation
Zoning
Designation
Existing Land Use
Project Site Residential
Medium High
(RMH)
High Rise
Residential Planned
Development
(R-4-PD)
Former private pre-school
North Commercial
General (CG)
General
Commercial
Planned
Development
(C-2-PD)
Across Channel Islands
Boulevard, Self-Storage
Facility.
South Residential
Medium High
(RMH)
High Rise
Residential Planned
Development
(R-4-PD)
An apartment complex
East Residential
Medium High
(RMH)
High Rise
Residential Planned
Development
(R-4-PD)
An apartment complex
West Residential Low
(RL)
Single Family
Residential (R-1)
Across the railroad tracks,
single family residential
282
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
● In December 1964, The approval of a Special Use Permit No. 145 for the construction of multiple family dwelling units. The application expired on November 19, 1965.
● In January 1968, Special Use Permit No 292 was approved for the construction of a 90 bed convalescent hospital. The application expired. ● On May 22, 1969, Special Use Permit No. 351 was approved by the Planning Commission for the construction of a 90-bed convalescent hospital. The application expired on
● On May 5, 1978, the Planning Commission approved Special Use Permit 336 for the construction of a 16-unit apartment complex. The application expired. ● In 1978; Parcel Map No. 78-16-The City Council approved a map to revert to acreage 0.8.
● On November 7, 1985; The Planning Commission approved Planned Development Permit No. 415 for the construction of a 15-unit apartment complex.
The permit expired on May 7, 1987.
● On March 2, 1987; The Planning Commission approved Special Use Permit 1205 for the construction of an elementary and pre-school.
● On October 5, 1987, the construction of a 8,460 square foot private school was completed and released by Building and Engineering.
● The private school ceased business in 2022.
The property located at 2931 Albany Drive (Lot 53):
● On July 18, 1968, the Planning Commission approved Special Use Permit 309 for the construction of a 3000 square foot nursery school.
● On January 7, 1969, a building permit (Permit No. 19111) was issued for the construction of a nursery school with a two car garage and two car carport spaces. ● On March 11, 1971, building permit (Permit No. 0419) was issued for a 1,250 square foot addition to the existing nursery school.
● On December 12, 1972, a building permit (Permit No. 1241) was issued for the construction of a 20 feet by 25 feet classroom.
● On July 21, 1987, a minor modification was approved by the Planning Division to convert an existing garage into a classroom.
● The private school ceased business in 2022.
5) Environmental Determination: In accordance with Sections 15315 & 15332 (Class 15, Minor Land Division & Class 32, In-Fill Development Projects) of the California Environmental Quality Act (CEQA) Guidelines, projects consists in the redevelopment of a former private pre-school with the construction of a new residential apartment complex and merging three existing parcels may be found to be exempt from the requirements of the CEQA.
283
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
The project consists of combining three existing parcels, vacating and relocation of an existing alley resulting in a new combined parcel of approximately 1.3-acres inclusive of public access alley easements. The developable area not including the public access alley easement will be approximately 1.2-acres. Merging the existing parcels, relocating and vacating the alley would allow for the construction of a new 20-unit apartment complex with ancillary parking, interior yard space, and landscaping consistent with the General Plan Land Use (RMH) and the zoning designations (R-4-PD). The project consists in the redevelopment of a former private school site that contains approximately 13,295 square feet within three parcels, the Special Use Permit proposes the demolition of 7,977 square feet, the rehabilitation of 5,586 for residential purposes, and the construction of two new two-story residential buildings with a combined square footage of approximately 42,204 square feet.
The project site has no value as habitat for endangered, rare, or threatened species.
Additionally the Project will not result in any significant effect relating to traffic, noise, air quality, or water quality. No Exceptions to the Exemptions (Section 15300.2) apply to defeat the Exemption. Therefore, staff has determined that there is no substantial evidence that the project will have a significant effect on the environment and recommends that the Planning Commission recommend that the City Council accept the Notice of Exemption (Attachment C) attached to the staff report.
6) Project Analysis:
a) General Discussion: As discussed below, the Project has been found to be consistent with both the 2030 General Plan and the Oxnard City Code (OCC), subject to approval of the proposed Parcel Map by the City Council.
The Planning Commission is the decision maker for Special Use Permit pursuant to OCC Section 16-531. The Planning Commission makes recommendations to the City Council for the proposed Parcel Map (OCC Section 15-40).
Pursuant to OCC Section 16-273(A), at this location a Special Use Permit is required for the development of multi-family residential uses permitted under Division 17 (Planned Development-Additive Zone). The Planning Commission is the decision maker for Special Use Permit pursuant to OCC Section 16-531. Concurrently with the Special Use Permit, a Density Bonus application Pursuant to OCC Section 16-410.3 was submitted for the request of two concessions in-lieu of two very-low affordable housing units within the proposed development.
Pursuant to OCC §16-410.3, an applicant for a density bonus permit shall file an application in accordance with OCC §16-410.5 and 16-410.6. Pursuant to OCC §16-410.6(E), approval of a Density Bonus permit shall be made by the approval authority within the City that is authorized to approve the associated discretionary approval or ministerial approval for the underlying development permit for the housing 284
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
development. As described above, the Special Use Permit requires discretionary approval by the Planning Commission. Therefore, the Planning Commission is the decision maker for the requested Density Bonus. The approval of the density bonus application is non discretionary unless the city adopts written findings justifying the denial of the density bonus.
b) General Plan Consistency: The City’s 2030 General Plan land use designation for the subject site is Residential Medium High (RMH) which allows for mid-rise residential buildings with a density between 18-30 dwelling units per acre. The proposed Project includes the development of a new multi-family apartment complex at a density of 18 units per acre. The approval of this Project has been determined to be consistent with the property’s existing and proposed land use designations, subject to approval of the requested Tentative Parcel Map and Density Bonus application.
Pursuant to the OCC Chapter 16 Division 7A, Density Bonus and Related Incentives and Concessions Program and the State’s Density Bonus law (Government Code § 65915-§ 65918), the applicant requested approval of two General Plan residential development goals concessions in exchange for constructing two (2) affordable units. Aside from the requested development concessions, the project complies with the standards of the High Rise Residential Planned Development zoning district. Approval of the proposed SUP 24-500-03 for the development plan and a Density Bonus Application is required to ensure consistency with the General Plan and land use designation.
Consistency with the 2030 General Plan is defined by the relationship between 2030 General Plan policies and the proposed project. The three consistency classification levels are:
I. Direct Applicability to a Proposed Project or Program (full text of the policy and an explanation).
II. Related or Indirect Applicability to the Proposed Project or Program (policy title and an explanation for each or groups of related or indirectly related policies).
III. No or Distant Applicability to the Proposed Project or Program (all policies not listed as Level I and II are assumed to be consistent). 285
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
POLICY LEVEL POLICY OR TITLE EXPLANATION
CD-1.5 I
Promote the development of a variety of
housing types throughout the City
including apartments, condominiums,
lofts, townhouses, and attached and
detached single-family units.
The Project is proposed on a former preschool campus that is no longer in use.
Site improvements and new apartments
will address an overall housing need
within the immediate area.
CD-8.1 I
Continue to limit development to those
areas that can be served by existing or
planned utilities, transportation, and
service systems.
The proposed Project is surrounded by
urban development, and existing
utilities along Albany Drive that can
adequately serve the proposed Project.
CD-9.1 I
Recognize, preserve, and improve the
visual identity and character of existing
neighborhoods.
The two-story infill development is
located within a predominantly
two-story community that is designed
with alley access to driveway and
parking.
CD-14.1 I
In the evaluation of development
proposals, continue to ensure that
public and private development Projects
comply with City design policies, plans,
and guidelines.
The Project includes development and
performance conditions recommended
by Development Advisory Committee
(DAC) to ensure that the Project
complies with City permitting
expectations and policies.
ISC-1.2 I
Review development proposals for their
impacts on infrastructure (e.g., sewer,
water, fire stations, libraries, streets)
and require appropriate mitigation
measures to ensure that proposed
developments do not create substantial
adverse impacts on existing
infrastructure and that the necessary
infrastructure will be in place to support
the development.
The proposed development and
associated improvements would tie into
existing infrastructure, which has the
capacity to provide service to the
proposed residential apartment
complex. The project includes
standards and special development
project conditions by City Department
representatives.
ER-9.2 I
Enhance neighborhood diversity and
reinforce the desirable elements of
neighborhood character and quality
through incorporation of design
guidelines, use of landscape materials,
and encouraging new developments to
integrate historical and culturally
significant elements into proposed
Projects.
The 20-unit apartment complex
development proposes to maintain
existing neighborhood characteristics.
CD-9.2
ICS-8.5 II
“…promote the revitalization of
residential… properties that are
deteriorated or detract from the visual
quality of the City”
Consider and require where appropriate
and feasible the enhancement of the
pedestrian environment as part of private
development and public works Projects,
especially for public sidewalks.
The majority of the existing former
private school buildings and
infrastructure will be cleared and the
residential zoned property will
incorporate multi-family and setbacks
that include a streetscape design that
will complement the existing community
setting.
286
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
H-2.1 I Adequate Development Opportunities
The project includes the development of
the required affordable housing that will
be used to meet the City’s RHNA
requirements; this housing type will meet
the growing need for housing. Per the
Conditions, the project will be required to
have a 10 percent inclusionary
requirement.
H-2.2 I Balanced Opportunities
H-3.4 I Inclusionary Housing Program
CD-3.4
CD-14.1
CD-14.2
CD-14.3
ICS-11.10
ER-9.4
ER-10.1
II
Neighborhood Quality of Life Design
Review Process Development Advisory
Committee Functions Quality of Design
Water Supply Findings for Smaller
Projects Human Scale Development
Promote Use of Native and Water Wise
Plants
The DAC review process led to
changes in the Project and/or
conditions of approval that meet these
Level II policies.
SH-6.12
Development Near Railroads and
Oxnard Airport: Require that new
habitable structures be setback at least
85 feet from the nearest railroad track
measured from the edge of the
outermost railroad track, and only
compatible new development is located
within the Oxnard Airport 65 dBA CNEL
contour.
Pursuant to OCC §16-410.12 through
§16-410.14 and Cal. Gov't Code Section
65915, an applicant for affordable
housing may submit to the City a
proposal for specific incentives or
concessions that the applicant requests.
The applicant for an incentive may also
be an applicant for a density bonus.
Pursuant to Cal. Gov't Code Section
65915(d)(2)(B), the subject project is
eligible to receive a total of two (2)
incentives or concessions, because it
includes very-low-income housing units
equal to at least 10 percent of the
number of units allowed per the
maximum base density.
In addition, as conditioned, the project
will be required to comply with an
exterior noise level for the usable open
space of 65 dBA and 45 dBA within the
interior of the residential units.
CD-9.4 II View Corridor Preservation: Ensure all
public and private investments positively
Pursuant to OCC §16-410.12 through
§16-410.14 and Cal. Gov't Code Section
287
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
contribute to the overall character of the
City by minimizing impacts on important
view corridors by creating edge
treatments along greenbelt areas and a
landscaped buffer corridor of at least 30
feet along designated scenic corridors
and other major transportation corridors.
65915, an applicant for affordable
housing may submit to the City a
proposal for specific incentives or
concessions that the applicant requests.
The applicant for an incentive may also
be an applicant for a density bonus.
Pursuant to Cal. Gov't Code Section
65915(d)(2)(B), the subject project is
eligible to receive a total of two (2)
incentives or concessions, because it
includes very-low-income housing units
equal to at least 10 percent of the
number of units allowed per the
maximum base density.
As conditioned, the Project is consistent with 2030 General Plan land use designation and the Goals and Policies.
c) Conformance with Zoning Code Development Standards: Pursuant to OCC §16-270 to 16-278, in addition to the Planned Development (Additive) Zone, new residential development in the -PD additive zone is subject to the R-4 High Rise Residential development standards (OCC §16-23 to 16-24(D)), the attached dwelling unit development standards (OCC §16-360 to 16-363), the off-street parking requirements (Article X of Chapter 16 of the City Code), and standards for all zones (Article IV of Chapter 16 of the City Code) except as otherwise provided under OCC Division 7A Density Bonus and Government Code Chapter 4.3 Density Bonus and Other Incentive Sections 65915-65918.
The proposed 20-unit apartment complex within was evaluated for consistency with the above-referenced development standards. As found in Attachment D, the Project is designed to be consistent with the development standards, except as otherwise noted. d) Tentative Parcel Map: The subject residential Project is composed of three residential lots (Lot 51-53 of Tract 1570-1) in the R-4-PD zone. Lot 51 and 52 are located at the southwest corner of Albany Drive and Channel Islands Boulevard, with the main frontage along Channel Islands Boulevard. The combined acreage for Lot 51-52 is approximately .83-acres. To the south, rear, of Lot 51 and 52, across a 20 foot wide public alley, Lot 53 is situated. Lot 53 is approximately .32-acres and the main frontage is along Albany Drive with a 20 foot wide access alley along the north and west of the property. The public alley currently provides access to the existing apartment complexes south of the existing site. Lots 51-53 are under the same ownership. 288
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
In order to allow for the proposed residential development, the applicant is requesting a tentative parcel map which consists of the creation of a new lot (merging all three lots and alley), vacating any existing easements and right-of-way (existing alley way), and granting of new easements (proposed new alley access) to the City of Oxnard to continue providing access to the existing residential developments adjacent and within the vicinity of the proposed Project site.
Pursuant to OCC Chapter 15, Division 1, Section 15-11 (A) and the California Subdivision Map Act, a Tentative Parcel Map shall be required for each division of land creating four or fewer parcels. The Project proposes to merge three existing lots, the creation of a new parcel, vacating existing easements and right-of-ways, and granting new easements for a proposed alley. Pursuant to OCC Chapter 15, Division 2, Section 15-41, the proposed development of the 20-unit apartment complex, SUP 24-500-03 & Density Bonus, 24-535-01, is subject to City Council approval of the Tentative Parcel Map, 24-300-03.
e) Density Bonus Permit Request: Pursuant to OCC §16-410.3 through §16-410.11 and Cal. Gov't Code Section 65915, density bonuses are available to affordable housing developers. A “density bonus” is an increase over the otherwise maximum allowable residential density for a qualified housing development. If the requirements of OCC §16-410.3 are met, then the affordable housing developer is entitled to a density bonus pursuant to Cal. Gov't Code, Section 65915(f).
The proposed Project meets the requirements of §16-410.13, subsection (B), by including a minimum affordable housing component as identified in Cal. Gov't Code, Section 65915(b). The proposed Project is requesting for two concessions and is not requesting to increase the density of the site as it proposes a 20-unit apartment complex within a proposed developable area, exclusive of public access alley easements, of approximately
1.2-acre site for a density of approximately 18 dwelling units per acre. The Oxnard General Plan Land Use Designation for the subject site is Medium High and the R-4-PD allows up to a maximum of 30 dwelling units per acre. Therefore, the proposed housing project would comply with the allowed density and proposes 20 apartment units in which two will be affordable units.
289
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
TABLE 4
DENSITY BONUS CALCULATION
High Rise
Residential (R-4-PD)
Zone
Density Bonus Total
Density 30 units/acre N/A 30
No. of Units 20 N/A 20
* Includes 2 affordable units.
Incentives/Concessions for Affordable Housing Pursuant to OCC §16-410.12 through §16-410.14 and Cal. Gov't Code Section 65915, an applicant for affordable housing may submit to the City a proposal for specific incentives or concessions that the applicant requests. The applicant for an incentive may also be an applicant for a density bonus.
Pursuant to Cal. Gov't Code Section 65915(d)(2)(B), the subject project is eligible to receive a total of two (2) incentives or concessions, because it includes very-low-income housing units equal to at least 10 percent of the number of units allowed per the maximum base density.
With respect to the subject project, the applicant has submitted a request for a total of (2) two incentives and/or concessions, as follows:
▪ The applicant requests a concession to allow for less than the minimum required railroad setback of 85 feet clearance for new habitable structures from the nearest railroad track pursuant to Oxnard General Plan Safety and Hazards Element-Noise Consideration Development Review Goal SH 6.12 Development Near Railroads and Oxnard Airport. The applicant proposes to construct the residential project with a 15 feet, 4 inches clearance from the railroad tracks to habitable areas. The applicant estimates that meeting the General Plan Requirement would create an infeasibility for the property to construct residential units because the required railroad clearance takes approximately 38% of the site from being able to locate residential units. ▪ The applicant requests a concession to allow for less than the minimum required 30-foot greenbelt/landscape buffer corridor for designated scenic corridors pursuant to Oxnard General Plan Community Development 3.6 Goals and Policies-Urban Design CD-9.4 View Corridor Preservation. The applicant proposes to rehabilitate, and maintain 5,318 square feet of former pre-school building for residential purposes which provides a 15 foot front yard clearance adjacent to Channel Islands Boulevard. 290
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
In conjunction with the request, the applicant is requesting to reduce the front yard setback to zero to allow for the front yard area to be included as part of the interior yard space area as required by the OCC Section 16.23 of the R-4 zone. The interior yard area requires 30% of the lot area with a minimum 15 feet by 15 feet dimension.The proposed development will provide 30.3% of interior yard area inclusive of the front yard setback. The applicant estimates that meeting the General Plan requirement would create construction infeasibility of residential units because of the required landscape buffer will reduce the construction area and would make the project unfeasible.
Pursuant to Cal. Gov't Code, Section 65915(d)(1), a city shall grant the concessions or incentives requested by the applicant unless the city makes a written finding, based upon substantial evidence, of any of the following:
A) The concession or incentive does not result in identifiable and actual cost reductions.
Staff Response: Based upon information submitted by the applicant, the requested concessions or incentives would result in identifiable and actual cost reductions.
B) The concession or incentive would have a specific, adverse impact upon public health and safety or on any real property that is listed in the California Register of Historical Resources and for which there is no feasible method to satisfactorily mitigate or avoid the specific, adverse impact without rendering the development unaffordable to low-income and moderate-income households.
Staff Response: According to the findings of the Environmental Determination under CEQA Sections 15315& 15332 (Class 15, Minor Land Division & Class 32, In-Fill Development Projects), the Project would not result in a specific, adverse impact upon public health and safety or on any real property that is listed in the California Register of Historical Resources.
C) The concession or incentive would be contrary to state or federal law.
Staff Response: The project complies with all local, state, and federal laws. f) Building Design: The proposed redevelopment of the property includes the construction of two new two-story buildings and the redevelopment of a single-story building consisting of a 20-unit apartment complex. The project's overall square footage including the redevelopment of the existing building is approximately 42,204 square feet within a proposed 1.2-acre developable area. The buildings include ten, 2-bedroom and ten, 3-bedroom apartment units ranging between 1,075-1,630 square feet for the 2-bedroom units and 1,521 to 1,563 square feet for the 3-bedroom units. 291
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
The redevelopment of the single-story building (Building B) consists of providing four, single-story, apartment units and a recreational room, the enhancement of the existing building elevations to match the proposed Contemporary Spanish Style of Architecture design of the new two-story buildings. Additional enhancements to Building B includes the use of dark gray lightweight concrete tile roofs, new window and window trims, metal awnings, cement plaster walls and a stone veneer wainscot on the lower part of the building. The proposed residential units’ entrances will be facing to the interior of the property.
Building A has an L shape form and includes a total of 12, two-story, units with entrances facing Albany Drive and to the interior courtyard area located between Building A and Building B. Building A-1 proposed on the southwesterly corner of the property, includes a total of four, 2-story, units with the main access point facing the proposed picnic areas.
The proposed new two-story building provides a Contemporary-Spanish Style of Architectures and includes rectangular forms,and articulated massing. Exterior building walls are composed primarily of plaster cement with accent stone veneer wainscot along the bottom of the building. The building provides architectural recess areas, balconies that include the use of metal railings. The building elevations incorporate the use of earthy terracottas and warm whites with accent desaturated pastels, soft grey, and charcoal colors.
Site Design: The proposed development of the apartment complex consists of the redevelopment of an existing single-story building and the construction of two new, 2-story, buildings. Building-B provides a 15 foot front yard setback along the northerly property line, adjacent to Channel Islands Boulevard, and a sideyard setback of 5 feet, 10 inches, along the railroad tracks. Building-A provides a 20 foot sideyard setback along the easterly property line, along Albany Drive, and a rear setback of 8 feet to the proposed new alley way. Building-A-1, has been designed with the unit’s main entrances facing the westerly property line and provides a 10 foot sideyard setback and a rear setback of 32 feet from the proposed new alley way.
Patio areas of 100 square feet for all first floor access situated along and within the main entrances of the units. The Project does not provide fencing along the northerly or southerly, and westerlyBuilding-A front patio areas will be visible from public view from Albany Drive. To ensure privacy to the patio areas along Building A, a condition of approval has been included for the Project to construct a decorative fencing in accordance with OCC Section 16-308 & 16-309 along Albany Drive to provide screening and privacy for all units exposed to the public view.
The Project was also designed to include site amenities; ● A Community Room with kitchen facilities of approximately 986 square feet. 292
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
● An on-site leasing office of approximately 95 square feet. ● An outdoor Bar-B-que area of approximately 300 square feet. ● Picnic tables with an area approximately 350 square feet. ● A site par-course fitness area of approximately 1000 square feet.
The project provides 31 off-street parking spaces partially covered by the proposed second floors of Building A and A-1. The parking will be composed of 28 standard parking stalls, an accessible EV parking stall, a van accessible parking stalls, and a motorcycle parking stall. A total of two Electrical Vehicle (EV) charging stations will be provided for the proposed development. Vehicle access is provided via a single driveway located south of the site to the proposed new shared access alley way to Albany Drive.
The Project’s new combined lot area after alley relocation, not including the alley area, will be approximately 1.2-acres (52,883.54 square feet). The new relocated alley would be approximately 3,943.19 square feet. The project will provide a building lot coverage of approximately 28.4% (15,0595 SQ. FT) of the overall site will be provided. A total of
37.6% (19,888.84 SQ. FT.) of the overall site will be dedicated to driveway, parking, and pathways. The development will dedicate approximately 33.2% (17,603 SQ. FT) of the overall site for landscaping.
The Project includes a combined overall Interior Yard Space of approximately 30.3% (16,070 SQ. FT.) in which 30% is required for the R-4-PD Zone. Additionally, adjacent to the westerly property line between the south portion of Building-A and northerly of Building-A-1, a lawn area of 2,42 square feet, with dimension greater than 40 feet by 40 feet in any direction is provided.
Along the westerly property line and adjacent to the railroad tracks, a 10-foot high noise attenuation and screen wall will be provided. The wall will be composed of a concrete masonry unit (CMU) with a cement plaster with a precast concrete cap with colors to match the existing and proposed buildings.
g) Parking: Pursuant to Density Bonus State Law, Government Code Section 65915(p).
This Government Code section provides relief and preempts the City’s off street parking requirements for bedroom vs number of parking stalls required, garage parking, and visitor parking. The following table provides a tabulation showing how the Project compares with the State Density Bonus Law.
293
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
PARKING TABLE BREAKDOWN AND DISTRIBUTION
PER CALIFORNIA GOVERNMENT CODE SECTION 65915(p)(1)
BEDROOM
COUNT
# OF
UNITS
OFF-STREET
REQUIRED
PARKING NOTE
REQUIRED PROVIDED
1-Bed 0
1 Parking Stall 0
31 Pursuant to §65915(p)(1), the
project provides 1 more
parking stalls than required
by Government Code Section
65915
2 to 3
Bedrooms 20 1.5 ParkingPer Unit 30
Visitor
Parking
No Visitor Parking
Required 0
Total: 30 31
h) Noise-Sensitive Receptors : The Project’s site is in proximity to existing railroad tracks with the proposed construction of the apartment units’ as close as 15 feet, 4 inches from the railroad tracks. The proposed residential development is considered a sensitive receptor, therefore; the proposed development is required to comply with the maximum exterior noise levels of 65 CNEL (Community Noise Equivalent Levels) for common and private outdoor use areas for multi-family properties and an interior habitable noise levels not exceeding 45 CNEL in accordance with the City’s Oxnard General Plan Background Report 2006-Safety and Hazards Section 6.4 Noise.
The Project as part of their submission included an Acoustical Analysis Report for Albany Apartments dated July 29, 2024(Attachment E). The submitted acoustical report shows that the existing site has a noise environment of 78 CNEL consisting primarily of traffic on East Channel Islands Boulevard, Albany Drive, and the railway noise from the tracks adjacent to the westerly side. Therefore, the proposed Project is proposing the construction of a 10-foot high wall to be located along the westerly boundary of the development to mitigate and reduce the noise levels within the property for compliance with the City’s General Plan. The proposed attenuation wall is approximately 228 linear feet and it will screen the majority of the proposed new lot with the exception of the new alleyway.
In addition to the attenuation wall, the acoustical report requires that the proposed apartment units’ walls provide a typical exterior wall assembly and exterior windows with a minimum of 31 Sound Transmission Class (STC) rating. Furthermore, all residential units will be required to provide interior mechanical ventilation. A condition of approval to ensure the proposed development complies with the construction recommendations as listed in the submitted acoustical report dated July 29, 2024, was included to the Project.
294
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
7) Development Advisory Committee (DAC): The DAC reviewed the development application on May 24, 2023 and May 8, 2024. Additionally, the project was deemed incomplete on October 9, 2024, by the Planning Division. The DAC review process resulted in changes in the project and/or conditions of approval that ensured consistency with the City’s development policies and appropriateness of the new development for the proposed site.
8) Community Workshop: The Project site is located within the College States neighborhood.
On July 15, 2024, the project was presented to the public during a Community Workshop meeting. A notice of this meeting was posted on the Project site with a brief description and contact information. During the public hearing notice, there were two members of the public that commented about the project. The first commenter was in favor of the Project to include housing opportunities for areas in proximity to the Oxnard Community College. The second commentator had concerns in regards to potential parking issues and the increase in traffic to the general area. As discussed above the project is in compliance with the state mandated parking requirements, pursuant to density bonus law. Also, the project was reviewed by the City of Oxnard Traffic Division, and their comments and conditions have been incorporated into this project.
9) Noticing and Public Comments: Consistent with public noticing requirements, the Planning Commission Hearing was advertised with on-site postings and by mail to property owners within 300 feet of Project Site. To date, Planning Staff has not received any comments or iniquity from the public regarding the proposed project. 10) Appeal Procedure: In accordance with Section 16-545 of the Oxnard City Code, the Planning Commission’s action may be appealed to the City Council not later than 18 days after the decision date. Appeal forms may be obtained from the City Clerk and must be submitted with the appropriate fees before the end of the appeal period. If an appeal to the City Council is not filed within 18 days of the Planning Commission’s decision, the decision of the Planning Commission shall be considered final. The action of the Planning Commission on the Tentative Parcel Map is a recommendation of either approval or denial to the City Council. All aspects of this Project shall not become effective unless and until the City Council approves the Tentative Parcel Map.
Attachments:
A. Maps (Vicinity, General Plan, Zoning, Aerial)
B. Reduced Project Plans
C. Notice of Exemption
D. Zoning Consistency Analysis
E. Acoustical Analysis Report for Albany Apartments
F. Draft Resolution Approving Planning and Zoning Permit Nos. 24-500-03 (Special Use Permit) and 24-535-01 (Density Bonus)
295
Albany Apartments; Planning and Zoning Permit Nos. 24-500-03(Special Use Permit), 24-535-01 (Density Bonus), and 24-300-03 (Tentative Parcel Map)
Planning Commission Hearing Date: June 5, 2025
G. Draft Resolution Recommending Approval of Planning and Zoning Permit No. 24-300-03 (Tentative Parcel Map)
H. Staff Presentation
296
G
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A
4/10/25 13:40 BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:4/10/25
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22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
ARCHITECTURALSHEETLIST
SHEET#
A0001
A0501
A1001
A1100
A1101
A1102
A1103
A1201
A2211
A2212
A2213
A2221
A2231
A3001
A3002
A3003
A5101
A5102
A5103
A5201
A5202
A5203
A8000
A9001
A9002
SHEETNAME
COVER/PROJECT INFORMATION
SITEACCESSORIES
SITEDEMOLITIONPLAN
SITERESTRICTIONS
FIREACCESSPLAN
SITELOTCOVERAGE
SITELOTCOVERAGE-LANDSCAPE&PATHWAYS
SITEREFERENCEPLAN
FIRSTFLOORREFERENCEPLAN-BLDGA
SECONDFLOORREFERENCEPLAN-BLDGA
ROOFREFERENCEPLAN-BLDGA
REFERENCEPLANS-BLDGB
REFERENCEPLANS-BLDGA-1
ENLARGEDPLANSTRASHENCLOSURE
ENLARGEDPLANS-PROPERTYFENCEWALLS
ENLARGEDPLANS-MONUMENTSIGN
EXTERIORELEVATIONS-BLDGA
EXTERIORELEVATIONS-BLDGB
EXTERIORELEVATIONS-BLDGA-1
EXTERIORELEVATIONS-BLDGA(COLOR)
EXTERIORELEVATIONS-BLDGB(COLOR)
EXTERIORELEVATIONS-BLDGA-1(COLOR)
PROJECTDETAILS
EXISTINGSITECONTEXT IMAGES IMAGES
REVISED
PROJECTDESCRIPTION:
PROJECTDATA:
SITEDESCRIPTION:
2929&2931ALBANYDRIVEOXNARDCA93033
APPLICATIONCONTACT: MR. ANDREWALTHAUS
(805)657-0971
JURISDICTION: CITYOFOXNARD
TRACT: 2269
ASSESSOR'SPARCELNO.: 221-0-061-195&
221-0-061-145&221-0-061-035
ZONE: R-4-PD
MAX. PERMITTEDBLDGHEIGHT: 45FEET
OCCUPANCY: R-2
CONSTRUCTIONTYPE: VB
APPLICABLECODES:
N
VICINITYMAP
PROJECTTEAM
PROJECTDATA
ASSESSOR'SMAP
ALBANYAPARTMENTS
2929&2931ALBANYDRIVEOXNARDCA93033
OWNER/CLIENT: ALBANY APARTM
ENTSOFOXNARDLLC
POBOX1003
THOUSANDOAKS,CA91358
ATTN: MR. JAMESALLEN
PROJECTTEAM
ARCHITECT:
3SIXTYARCHITECTURE+DESIGN
31368VIACOLINAS,SUITE#105
WESTLAKEVILLAGE,CA91362
(805)369-1750
CONTACT: MR. ANDREWE. ALTHAUS,AIA
EMAIL: [email protected]
CIVILENGINEER:
PACIFICCOASTCIVIL, INC. 30141 AGOURA ROAD, SUIT
E200
AGOURAHILLS,CA91301
(818)865-4168
CONTACT: MR. RANDALLGREENWOOD
EMAIL: [email protected]
SHEETINDEX
EXPANSION&REMODEL
UNIT13-1STORY2BEDROOMS1,083SQFT
UNIT14-1STORY2BEDROOMS1,076SQFT*
UNIT15-1STORY2BEDROOMS1,076SQFT
UNIT16-1STORY2BEDROOMS1,075SQFT
UNIT17-2STORY3BEDROOMS1,556SQFT
UNIT18-2STORY3BEDROOMS1,523SQFT
UNIT19-2STORY3BEDROOMS1,523SQFT
UNIT20-2STORY3BEDROOMS1,565SQFT
* INDICATESDESIGNATEDAFFORDABLEUNITS
UNIT1-2STORY2BEDROOMS1,556SQFT
UNIT2-2STORY3BEDROOMS1,523SQFT*
UNIT3-2STORY2BEDROOMS1,523SQFT
UNIT4-2STORY3BEDROOMS1,549SQFT
UNIT5-2STORY3BEDROOMS1,549SQFT
UNIT6-2STORY2BEDROOMS1,527SQFT
UNIT7-2STORY2BEDROOMS1,630SQFT
UNIT8-2STORY2BEDROOMS1,586SQFT
UNIT9-2STORY3BEDROOMS1,521SQFT
UNIT10-2STORY3BEDROOMS1,548SQFT
UNIT11-2STORY3BEDROOMS1,548SQFT
UNIT12-2STORY2BEDROOMS1,529SQFT
2022CALIFORNIABUILDINGCODE
2022CALIFORNIAELECTRICALCODE
2022CALIFORNIAMECHANICALCODE
2022CALIFORNIAPLUMBINGCODE
2022CALIFORNIAENERGYCODE
2022CALIFORNIAFIRECODE
2022CALIFORNIAGREENBUILDINGSTANDARDSCODE
INTERIORYARDSPACECALCULATIONS
LOTCOVERAGECALCULATIONS
52,883.54sqft
NEWLOTSIZE
(AFTERALLEYRELOCATION)
CURRENTALLOWABLEDENSITYUNDERR-4-PD=1500SF/UNITOVERSITEAREA 53,975SFSITEAREA/1500=35.98UNITSTHEREFORE35UNITS
NUMBEROFUNITSPROPOSED=20THEREFOREONLY57%OFALLOWABLE
NUMBEROFAFFORDABLEUNITS=2OF20PROVIDEDTHEREFORE10%
10%(2UNITS)VERYLOW
DENSITYBONUSREQUESTEDFOR1CONCESSIONOFMUNICIPALCODE
USEDFORRESIDENTIALSETBACKREDUCTIONS INCLUDING: • FROM RR TRACK - REDUCTION FROM 85' REQUIREMENT • FRONTYARD SETBACK @ CHANNEL ISLANDS BLVD - REDUC TION
FROM30'SCENICCORRIDORREQUIREMENT
SCOPEOFWORK
PARTIALDEMOLITIONOFANEXISTING1STORYBUILDINGANDCOMPLETEDEMOLITIONOFEXISTINGBUILDINGONSOUTHERNLOT. ALTERATION OF REMAINING EXISTING 1-STORY BUILDING TO NEW APARTMENTS AND ASSOCIATED COMMUNITY ROOM AND LEASE O FFICE. CONSTRUCTION OF 2 NEW 2-STORY APARTMENT BUILDINGS. CONSTRUCTION OF NEW SITE WALLS AND FENCE INCLUDING NEW MONUMENT SIGN CONSTRUCTION OF NEW SITE AMENITIES INCLUDING BBQ AREA, PICNIC AREA AND EXCERCISE AREA AND ALL ASSOCIATED HARDSCAPE AN
DLANDSCAPE
CONSTRUCTIONOFNEWTRASHENCLOSURE
PZ#24-500-03,PZ24-300-03,&PZ#24-535-01
REQUIRED INTERIORYARDSPACE
16,070.33sqft/52,883.54sqft
=30.3%IYS
PROVIDED INTERIORYARDSPACE
30%
14,756.23sqft/52,883.54sqft
=27.9%
STRUCTUREFOOTPRINT
10,634.12sqft/52,883.54sqft
=20.1%
DRIVEWAY&PARKING
302.85sqft/52,883.54sqft
=0.5%
TRASHENCLOSURE
17,603.33sqft/52,883.54sqft
=33.2%
LANDSCAPE
9,254.72sqft/52,883.54sqft
=17.5%
PATHWAYS
(SEEEXHIBITSONSHEETSA1102&A1103)
(SEEEXHIBITONSHEETA1102)
PARKINGREQUIREMENTS
PARKINGREQUIRED
TENANTPARKING20
VANACCESSIBLESTALL
1 TOTALPARKINGPROVIDED
31 SITEAREA:
LOTS51&52=
EXISTINGALLEY=
36,216.24SF
56,826.76SF
LOT53=
14,346.71SF
EXISTINGSITETOTAL=
6,263.78SF
NEWSITETOTAL=
52,883.54SF
RELOCATEDALLEY=
-3,943.19SF
EXISTINGBUILDINGAREAS:
FIRSTFLOORAREA:7,888SF
465SF
AREATOBEDEMOLISHED=3,035SF
8,353SF
APARTMENTUNITSSUMMARY:
BUILDINGA-2STORY:
6X2BEDRM
6X3BEDRM
BUILDINGB-SINGLESTORY:4X2BEDRM
TOTALUNITS=20UNITS
SECONDFLOORAREA:
TOTALBUILDINGAREA=
NEWBUILDINGAREAS:
BUILDINGA-FIRSTFLOOR:
6,729.5SF
23,721.5SF
BUILDINGB-SINGLESTORY:
5,586SF
30,451SF
BUILDINGA-SECONDFLOOR:
BUILDINGATOTALAREA=
(E)BUILDINGONLOTS51&52:
MULTIPLEBLDGSAREA:4,942SF
(E)BUILDINGSONLOT53:
AREATOBEDEMOLISHED=4,942SF
BUILDINGA-1-2STORY:4X3BEDRM
10UNITS@2BEDRM
20 60
10UNITS@3BEDRM
TOTALPARKINGREQUIRED
20 VISITOR@20UNITS
20 NOTE: REDUCTION INPARKINGPROVIDED&NON-ENCLOSEDGARAGES
REQUESTEDASPARTOFAFFORDABLEHOUSINGDENSITYBONUSPERCITY
OFOXNARDORDINANCENO. 2721. ALLPARKINGSPACESARECOMPLETELY
UNDERBUILDINGOVERHANGS
UNITSQUAREFOOTAGETABLE-BUILDINGB
UNITSQUAREFOOTAGETABLE-BUILDINGA
UNITSQUAREFOOTAGETABLE-BUILDINGA-1
GUESTPARKING8
PARKINGPROVIDED
SITEAMENITIESPROVIDED:
•ONSITELEASINGOFFICE
•COMMUNITYROOMWITHKITCHENFACILITIES
•OUTDOORBAR-B-QUEAREA
•PICNICTABLES
•SITEPAR-COURSEFITNESSAREA
95SF
986SF
±300SF
±350SF
±1000SF
BUILDINGA1-FIRSTFLOOR:2,249.0SF
3,918.0SF
6,167SF
BUILDINGA1-SECONDFLOOR:
BUILDINGATOTALAREA=
(E)REMAINING
DENSITYBONUS
MOTORCYCLESTALL
1 EVCHARGINGSTATION5%REQ.=2,2PROVIDED
1 INEVERY25EVCHARGINGSPACESTOBEDESIGNATEDASACCESSIBLE
WITHANACCESSAISLE. 1REQUIRED,1PROVIDED. EV READY 25% REQ.= 8, 8 PROVID ED
EVPARKING
EVCAPABLE
10%REQ. =3,3PROVIDED
ACCESSIBLEEVSTALL
1 297
G
SPublisherVersion2274.0.4.82
Commercial & Residential
Architecture
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SIX Y
ARCHITECTURE +DESIGN
OFFICE: 8 0 5 - 3 6 9- 175 0
3 13 6 8 Via Colinas Suite 10 5
W est lak e V illage, C A 9 13 6 2
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ROSS MILLER
Founding Principal
[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A050 1 SITE ACCESSORIES
A
2/28/25 10:50 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
Thesedrawingsarethe instrumentsofservice
andarethepropertyof3sixtyArchitecture+
Design.All designsandother information
containedontheseDrawingsareforuseon
thespecifiedprojectandshall notbeusedon
otherprojects,orforadditionstothisproject,or
forcompletionofthisprojectbyotherswithout
firstobtainingtheexpressedwrittenpermission
andconsentof3sixtyArchitecture+Design.
Thesedrawingsshall notbereproduced,
changed,orcopied inanyformwhatsoever
withoutfirstobtainingtheexpressedwritten
permissionandconsentof3sixtyArchitecture+
Design,noraretheytobeassignedtoany
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All RightsReserved
1"ACTUAL IF THE ABOVE DIMENSIO
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DRAWINGWILLHAVEBEENENLARGED
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2/28/25
22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
Prelude LBM
32-Inch 4- Burner Grill Lifetime Warranty 3-Year Multi-User Wa rranty
4commercial quality304stainless
steel tubeburners*
14,000BTUsofcookingpowerper
burner, foratotal cookingsurface
of56,000BTUs
Heavy8mmstainlesssteel rounded cooking rods maximiz
e
durability
740square inchesoftotal cooking
space
Pushandturnflame-thrower
primary ignitionsystemdeliversa
faststarteverytime
Flashtube ignitionandcrossovers
provideanalternate ignitionoption
Heatzoneseparatorsdividethe
cookingsurface into individual temperature zones Flame stabilizing grids minimiz e
flare-ups
Fullwidthdriptrayforquickclean
up
Double-linedgrill hood
SKU : BLZ-4LBM-LP/NG
Product Specs
Weight 114 lbs
DESCRIPTIONSPECIFICATIONS
PRODUCTS
3 WHERETOBUY
3 VIDEOS
3 ABOUT
3 SUPPORT
3 BLAZECATALOG
U
Help
Overall Dimensions21¼″H×32½″W×25¾″D
Cut Out Dimensions8½″H×30⅝″W×21¼″D
(See manualforinformationonadditionalspaceneededfor
grillhoodtoopen)
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Plastic Laminate seating allows for an easy to clean surface Maintenance-free design with no need for sanding, painting, or refinishing Table weight capacity: 1323 lbs. Table dimensions: 72"L x 33"W x 30"H Bench weight capacity: 900 lbs.
Bench dimensions: 72"L x 11"W x 18"H Specifications
Weights&Dimensions
Length 72 in
Width 67 in
Height 30 in Weight Capacity Bench: 900 lbs,
Table: 1323 lbs
Weight 93.7 lbs
Seat Thickness 2-1/2 in
Seat Height 18 in Table Width 33 in Table Height 30 in
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Table Length 72 in
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Assembly RequiredYes
Frame Color Family Black
Mounting Location In Ground or Surface
Global Industrial™ Urban 6' Plastic Picnic Table, Tan
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Material Plastic
Manufacturers Part Number 348136
Collection Urban
Shape Rectangular
Brand Global Industrial Type Standard Table
ColorTan
Cushion Included No
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Measures 28" diameter x 36"H.
Includes anchor kit, security cable and plastic liner.
View our coordinating collection of Recycling Bins.
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Weights&Dimensions
Height 36 in
Diameter 28 in
ProductDetails
Type Slatted Trash Can
Liner Material Plastic
Color Black
Opening11-1/4" Dia.
LidYes
Capacity 36 gal
Lid Type Flat Lid
Material Steel
Manufacturers Part Number 237726BK
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Brand Global Industrial
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https://www.aaastateofplay.com/sunshine-special-playground/ Sunshine Special Playground
MSRP $13,792.00
SALE $10,610.00
Highlights:
Slides on both ends of the unit
Designed for a younger audience
Find fun on every side of the structure
Can be colored for almost any preference
Age Group: 2 to 12 years
Capacity: 24-34
Fall Height: 48"
Use Zone: 21' 9" x 34' 5"
COMPLIES With:
ASTM F1487-17
CPSC PUB #325
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The Sunshine Special Playground will brighten just about any kid’s day. This almost symmetrical unit has fun placed at every corner. On the ground, copious creative activities reside. A Ship’s Wheel for aspiring shipwrights, a Car Panel for pretend car races and a Store Panel for the store of their dreams. Getting to the top is more of a physical challenge.
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18300 CENTRAL AVENUE
CARSON, CA 90746-4008
PHONE: (800) 624-5269
FAX: (800) 624-5299
email: [email protected] DRAWN: 01/2021
161/2” 297/8”
R.O.
311/8
”
O.A.
557/8
”
R.O.
571/8
”
O.A.
17 COMMERCIAL MAILBOXES RESIDENTIAL MAILBOXES & POSTS CELL PHONE LOCKERS • • Phone 1.800.MAILBOX mailboxes.com
more
recessed mounted
4C horizontal mailboxes
available on pages 18-19 and online
1 Specify 2 Specify - U.S.P
.S. access or private access (order #3775 master commercial lock for private access on FL units and PL's) aluminum bronze sandstone black
RECESSED MOUNTED 4C HORIZONTAL MAILBOXES - FRONT LOADING - U.S.P.S. APPROVED MODEL DESCRIPTION UNIT SIZE (includes trim) WEIGHT
MAXIMUM HEIGHT UNITS - 57-1/8" H (maximum allowable height) 3716D-201,2 20 MB1 Doors and 2 Parcel Lockers (PL4.5's) 31-1/8" W x 57-1/8" H x 16-1/2'' D 170 lbs. 3716D-151,2 15 MB1 Doors and 3 Parcel Lockers (PL4.5's, PL5) 31-1/8" W x 57-1/8" H x 16-1/2'' D 160 lbs. 3716D-101,2 10 MB1 Doors and 4 Parcel Lockers (PL4.5's, PL5's) 31-1/8" W x 57-1/8" H x 16-1/2'' D 150 lbs. 3716D-6P1,2 6 Parcel Lockers (PL4.5's, PL5's, PL6's) 31-1/8" W x 57-1/8" H x 16-1/2'' D 145 lbs. 3716S-091,2 9 MB1 Doors and 1 Parcel Locker (PL4.5) 17" W x 57-1/8" H x 16-1/2'' D 85 lbs. 3716S-061,2 6 MB1 Doors and 2 Parcel Lockers (PL3, PL4.5) 17" W x 57-1/8" H x 16-1/2'' D 85 lbs. 3716S-3P1,2 3 Parcel Lockers (PL4.5, PL5, PL6) 17" W x 57-1/8" H x 16-1/2'' D 80 lbs.
MODEL DESCRIPTION UNIT SIZE (includes trim) WEIGHT
11 DOOR HIGH UNITS - 41-3/8" H (equivalent to 11 standard mailbox doors (MB1) high) 3711D-201,2 20 MB1 Doors - no Parcel Lockers 31-1/8" W x 41-3/8" H x 16-1/2'' D 145 lbs. 3711D-151,2 15 MB1 Doors and 1 Parcel Locker (PL5) 31-1/8" W x 41-3/8" H x 16-1/2'' D 135 lbs. 3711D-101,2 10 MB1 Doors and 2 Parcel Lockers (PL5's) 31-1/8" W x 41-3/8" H x 16-1/2'' D 135 lbs. 3711D-4P1,2 4 Parcel Lockers (PL5's, PL6's) 31-1/8" W x 41-3/8" H x 16-1/2'' D 130 lbs. 3711S-091,2 9 MB1 Doors - no Parcel Lockers 17" W x 41-3/8" H x 16-1/2'' D 75 lbs. 3711S-041,2 4 MB1 Doors and 1 Parcel Locker (PL5) 17" W x 41-3/8" H x 16-1/2'' D 75 lbs. 3711S-2P1,2 2 Parcel Lockers (PL5, PL6) 17" W x 41-3/8" H x 16-1/2'' D 65 lbs.
Double Column - Front Loading Double Column - Front Loading 3716D-20
Double Column - Front Loading
3711D-20
3716D-15
Double Column - Front Loading
3711D-10
MAXIMUM HEIGHT UNITS - 57-1/8" H 11 DOOR HIGH UNITS - 41-3/8" H Access door for
U.S.P.S. provided
master arrow lock or
master commercial lock
MAXIMUM HEIGHT UNITS - 57-1/8" H
3716D-15
PL4.5
PL5
PL4.5
3716D-10
PL5
PL5
PL4.5 PL4.5
3716D-6P
PL6
PL5
PL6
PL5
PL4.5 PL4.5
3716D-20
PL4.5 PL4.5
3716S-09
PL4.5
3716S-3P
PL4.5
PL6
PL5
3716S-06
PL4.5
PL3
11 DOOR HIGH UNITS - 41-3/8" H
3711D-20 3711D-10
PL5 PL5
3711D-4P
PL6
PL5
PL6
PL5
3711D-15
PL5
3711S-09 3711S-04
PL5 PL5
3711S-2P
PL5
PL5
PL6
PL5
Current Pricing and Volume Discounts Available at Mailboxes.com! 10859 East Washington Street, Suite 100
Indianapolis, IN 46229
Toll Free 1-877-826-2776
https://www.aaastateofplay.com/elite-series-5-inch-single-post-can tilever-swing/
Elite Series 5 inch Single Post
Cantilever Swing
MSRP $2,070.00
SALE $1,387.00
Highlights:
Cantilever attachment for bucket seats only
Custom colors available at a 10 - 14 week
shipping time
Powder coat painted steel for greater
weather resistance
7-foot cantilever height, 8-foot bay section
top rail height
Age Group: 2 to 12 years
Note: 1 Bay, 1 Cantilever (32' x 27' 8"); 1 Bay, 2
Cantilever (32' x 31' 11"); 2 Bays, 1 Cantilever (32'
x 39' 2"); 2 Bays, 2 Cantilever (32' x 43' 5")
Use Zone: 1 Bay, 1 Cantilever (32' x 27' 8"); 1 Bay,
2 Cantilever (32' x 31' 11"); 2 Bays, 1 Cantilever
(32' x 39' 2"); 2 Bays, 2 Cantilever (32' x 43' 5")
COMPLIES With:
ASTM F1487-17
CPSC PUB #325
The Elite Series 5 inch Single Post Cantilever Swing is a cleverly designed swing which is made to delight both young and old riders. The most unique feature of these swings is the cantilever, which is an extra attachment which is perfect for preschool aged children. The cantilever sets one swing at a slightly lower height, with farther spaced hangers. This slows that swing down, and prevents it from swinging dangerously high. The main bays house two swings apiece, and are designed for a more standard swinging experience which is suitable for older children and even adults. This set can be ordered with one or two bays, and one or two cantilevers. This allows some flexibility in the size of your swing, and a potential capacity of six seats (including the cantilever swings). It can optionally be ordered with a toddler-safe bucket seat for each cantilever, and two belt seats for each bay. It can also be ordered without any seats included, allowing you to customize the seats in your bay sections. 01 SCALE:1:1.67
32 INCHBBQ
02 SCALE:1:1.33
PICNICTABLES
03 SCALE:1:1.33
SITETRASHCANS
04 SCALE:1:1.33
PLAYGROUND
05 SCALE:1:1.33
MAILBOXES+PACKAGELOCKER
06 SCALE:1:1.33
BIKERACK
AB
298
G
SPublisherVersion2274.0.4.82
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[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A100 1 SITE DEMOLITION PLAN
A
2/28/25 10:50 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
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firstobtainingtheexpressedwrittenpermission
andconsentof3sixtyArchitecture+Design.
Thesedrawingsshall notbereproduced,
changed,orcopied inanyformwhatsoever
withoutfirstobtainingtheexpressedwritten
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All RightsReserved
1"ACTUAL IF THE ABOVE DIMENSIO
NDOESNOT
MEASUREONE INCH(1")EXACTLY,THIS
DRAWINGWILLHAVEBEENENLARGED
ORREDUCED,AFFECT I NGALL
LABELEDSCALES.
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22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
DEMOLITIONSITEPLANNOTES
1.)REMOVEALLWALLS,CEILINGS,&ROOFFRAMINGEXCEPTAS INDICATED. 2.) REMOVE ALL FLOOR SLABS AND FOUNDATIONS, EXCEPT AS IN DICATED. ELEMENTS TO BE REMOVED EXISTING WALLS TO REMAIN NORTH 11,421.50sqft
(E)LANDSCAPEAREA
16,481.00sqft
(E)PAVEMENTAREA
6,347.25sqft
(E)BUILDINGAREA
3,117.00 sq ft
(E) LANDSCCAPE AREA
4,765.00sqft
(E)PAVEMENTAREA
20'-0"
7,961.50sqft
(E)BUILDINGAREA
ALBANY DR
ECHANNEL ISLANDSBLVD
N89°58'00"E184.12'
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R=529.51'
L=28.13'
Δ=90°00'16"
R=25.00'
L=39.27'
N89°58'00"E213.97'
N21°17 5' 5 W" 45 3. 8'
N89°58'00"E141.32'
Δ=9°11'12"
R=530.00'
L=84.98'
N75°
34'
20"
E
1 29
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N21°17'55"W 109.37'
N34°20'02"E
16.94'
Δ=9°11'12"
R=530.00'
L=84.98'
WASTE DITCH
EXISTING 20' ALLEY
V.C.R.R.
N0°2'0"W 170'
(E)UTILILTY
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(E)UTILILTY
POLE
(E)UTILILTY
POLE
(E)UTILILTY
BOX
(E)UTILILTY
POLE
(E)TREESTO
BEREMOVED,TYP
(E)FIRE
HYDRANT
&FDC
(E)6'H. BLOCK
WALLTOBEREMOVED
REMOVE(E)
STEELFENCE
REMOVE(E)
BLOCKWALL
REMOVE(E)
SHRUBS
REMOVE(E)
STEELFENCE
REMOVE(E)
STEELFENCE
REMOVE(E)
SHRUBS
REMOVE(E)
STEELFENCE
(E)UTILILTY
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REMOVE(E)
TRASHENCLOSURE
(E)BACKFLOWVALVE
ASSEMBLY
(E)BLOCKWALL
TOREMAIN
(E)FIRE
HYDRANT
&FDC
(E)WATER
METER
LOCATION
(E)WATER
METER
LOCATION
EXISTINGBUILDING
TOREMAIN
N0°02'00"W 116.19'
Δ=8°27'36"
R=905.40'
L=133.69'
EXISTINGPARKING
TOBEREMOVED
EXISTINGBUILDING
TOBEDEMOLISHED
EXISTING
BUILDINGS
TOBEDEMOLISHED
EXISTING
BUILDINGS
TOBEDEMOLISHED
LOTS51&52
LOT53
EXISTING
BASKETBALL
COURTTOBE
REMOVED
A
SCALE:1/16"=1'-0"
SITEDEMOLITIONPLAN
08'16'32'
299
G
SPublisherVersion2274.0.4.82
Commercial & Residential
Architecture
Interiors
Visualizations
Consulting
SIX Y
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OFFICE: 8 0 5 - 3 6 9- 175 0
3 13 6 8 Via Colinas Suite 10 5
W est lak e V illage, C A 9 13 6 2
www.3sixtyArchitecture.com
ROSS MILLER
Founding Principal
[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A1100 SITE RESTRICTIONS A 2/28/25 10:50 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
Thesedrawingsarethe instrumentsofservice
andarethepropertyof3sixtyArchitecture+
Design.All designsandother information
containedontheseDrawingsareforuseon
thespecifiedprojectandshall notbeusedon
otherprojects,orforadditionstothisproject,or
forcompletionofthisprojectbyotherswithout
firstobtainingtheexpressedwrittenpermission
andconsentof3sixtyArchitecture+Design.
Thesedrawingsshall notbereproduced,
changed,orcopied inanyformwhatsoever
withoutfirstobtainingtheexpressedwritten
permissionandconsentof3sixtyArchitecture+
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All RightsReserved
1"ACTUAL IF THE ABOVE DIMENSIO
NDOESNOT
MEASUREONE INCH(1")EXACTLY,THIS
DRAWINGWILLHAVEBEENENLARGED
ORREDUCED,AFFECT I NGALL
LABELEDSCALES.
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22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
6 UPUPUPUP
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UPUP
UP
UP UP UP UP UP
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9 10 11 12 13 14 15 16 17 18
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W/D
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34 7 8 19 20
23 24 25 26 27 21 22 28 29
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5 1
30 31
1 5'
-0"
BLDG
SETBACK
17'-10"
9'-0"
TYP
26'-0" 17'-0" 2'-0"
4'-0"
5'
-0"
17'-0"
TYP.2
'-0"
26'-0" (N) ALLEY
5-0"
SETBACK (SIDEYARD) PER 16-76
28'-6"
26'-0" (N) DRIVEWAY SEE CIVIL PLANS
4'-0"
19'-10"
15'-0"
10'
-17/8"
10'-10" (10'-0" MAX)
15'-10"
(15' MIN)
5'-01/4"
22'-3"
5'
-0"
5'
-0"
26'
-0"
41'-17/8"
40'-8
1/8"
15'-0"
37'-2
7/8"
18'-0"
2'-0"
4'-0"
9'-0"8'-0"9'-0"
1'-0"
ALBANY DR
ECHANNEL ISLANDSBLVD
BUILDINGB
BUILDINGA
BUILDINGA
WASTE DITCH
EXISTING 20' ALLEY
V.C.R.R.
COURTYARD
T
R
O
BUILDINGA-1
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X15'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
15'-0"
SETBACK(FRONTYARD)
PER16-75
(DUETOPARKING
ACCESSFROMALLEY)
30'-0"
4'-0"
2'-0"1
7'-0"27'-0"17'-0"2
'-0"
4'-0"
5-0"
SETBACK (SIDEYARD)
PER 16-76
42'-0"
85'
-0"
RAILROAD
SETBACK
6'-0"
20'-0"
6'
-2"
5'
-10"
9'
-0"
6'
-4"
R150'-0"
LAWNAREA
2,642.00sqft
(E)UTILILTY
POLE
(E)UTILILTY
POLE
(E)UTILILTY
POLE
(E)UTILILTY
BOX
(E)FIRE
HYDRANT
&FDC
(E)UTILILTY
POLE
TRASHENCLOSURE
WITHROOF&STEEL
GATES
(E)BACKFLOWVALVE
ASSEMBLY
BIKERACK
06/A0501
(N)10'HBLOCK
WALL
(E)BLOCKWALL
TOREMAIN
(N)10'HBLOCK
WALL
10'LANDSCAPE
SETBACK
R
5'-0"
SETBACK(REARYARD)
PER16-77
SECONDSTORYOUTLINE
SECOND
STORY
OUTLINE
(N)STACKEDGAS
METERSFORALLUNITS
&COMMUNITYROOM
(E)PROPERTYLINES
FIRERISER
MAILBOXES
05/A0501
R
D
D
D
D
SECONDSTORY
SUPPORTWALL
TYPICAL
ELECMETERS
PICNICAREA
02/A0501
ACIDWASHED
CONCPAVING
(N)CONCRETE
ALLEYPAVING
15'REINF. CONC. APRON
(E)FIRE
HYDRANT
&FDC
(N)PROJECT IDENTIFICATIO
NSIGN
(UNDERSEPARATEPERMIT)
ELEC
METERSFIR
E
RISER
FIRERISER
ELEC
METERS
(N)ELEC
ROOM
(N)FIRE
HYDRANT
&FDC
(N)TRASH
ROOM
(N)FIRE
HYDRANT
&FDC
(N)ACCESSIBLE
EVSPACE
BBQ
AREA
01/A0501
POSSIBLE
TRANSFORMER
LOCATION
(E)WATER
METER
LOCATION
(E)WATER
METER
LOCATION
PLAYGROUND
EQUIPMENT
04/A0501
R
R
RR
R
C
R
CC
CS(MUSTBE
1'FROM
CURBEDGE)
(N)MOTORCYCLE
PARKING
CS
Δ=8°27'36"
R=905.40'
L=133.69'
SITEPLANNOTES
1.)THISPLAN ISFOR ILLUSTRATIVEPURPOSESONLY. CIVIL INFORMATION ONTHISSHEET ISBASEDON INFOPROVIDEDBYPACIFICCOASTCIVIL, INC. DATED 04/25/2022. FOR CIVIL INFORMATION INCLUDING SITE CONSTRUCTION DETAILS, SEE THE CIVIL PLANS. 2.) TREES NOT SHOWN FOR CLARITY, FOR TREES AND LANDSCAPING SEE LANDSCAPE PLANS. INDICATES PLANTED AREA ACCESSIBLE PATH OF TRAVEL D PET WASTE DISPENSER/DISPOSAL UNIT CS EV CHARGING STATION LOCATION (5% REQ.= 2; 2 PROVIDED) INDICATES A/C CONDENSER - SCREENED BY LANDSCAPING & COMPLYING WITH SECTION 7-185 FOR NOISE MITIGATION R EV READY LOCATION (25% REQ.= 8; 8 PROVIDED) C EV CAPABLE LOCATION (10% REQ.= 3; 3 PROVIDED) 1 IN EVERY 25 EV CHARGING SPACES TO BE DESIGNATED AS ACCESSIBLE WITH AN ACCESS AISLE. 1 REQUIRED, 1 PROVIDED. NORTH A
SCALE:1/16"=1'-0"
SITERESTRICTIONSPLAN
08'16'32'
300
G
SPublisherVersion2274.0.4.82
Commercial & Residential
Architecture
Interiors
Visualizations
Consulting
SIX Y
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OFFICE: 8 0 5 - 3 6 9- 175 0
3 13 6 8 Via Colinas Suite 10 5
W est lak e V illage, C A 9 13 6 2
www.3sixtyArchitecture.com
ROSS MILLER
Founding Principal
[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A1101
FIRE ACCESS PLAN
A
2/28/25 10:50 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
Thesedrawingsarethe instrumentsofservice
andarethepropertyof3sixtyArchitecture+
Design.All designsandother information
containedontheseDrawingsareforuseon
thespecifiedprojectandshall notbeusedon
otherprojects,orforadditionstothisproject,or
forcompletionofthisprojectbyotherswithout
firstobtainingtheexpressedwrittenpermission
andconsentof3sixtyArchitecture+Design.
Thesedrawingsshall notbereproduced,
changed,orcopied inanyformwhatsoever
withoutfirstobtainingtheexpressedwritten
permissionandconsentof3sixtyArchitecture+
Design,noraretheytobeassignedtoany
thirdpartywithoutwrittenpermissionand
consent.
Copyright:3sixtyArchitecture+Design
All RightsReserved
1"ACTUAL IF THE ABOVE DIMENSIO
NDOESNOT
MEASUREONE INCH(1")EXACTLY,THIS
DRAWINGWILLHAVEBEENENLARGED
ORREDUCED,AFFECT I NGALL
LABELEDSCALES.
www.3sixtyArchitecture.com
2/28/25
22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
6 UPUPUPUP
UP
UPUP
UP
UP UP UP UP UP
UP UP UP
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FFFFFF
9 10 11 12 13 14 15 16 17 18
F
W/D
F
W/D
F
W/D
F
W/D
FF
FFFF 2
34 7 8 19 20
23 24 25 26 27 21 22 28 29
F
5 1
30 31
17'-10"
9'-0"
TYP
26'-0" 17'-0" 2'-0"
4'-0"
17'-0"
TYP.2
'-0"
28'-6"
26'-0" (N) DRIVEWAY SEE CIVIL PLANS
4'-0"
19'-10"
10'
-17/8"
10'-10" (10'-0" MAX)
15'-10"
(15' MIN)
5'-01/4"
22'-3"
5'
-0"
5'
-0"
26'
-0"
41'-17/8"
40'-8
1/8"
15'-0"
37'-2
7/8"
18'-0"
2'-0"
4'-0"
9'-0"8'-0"9'-0"
1'-0"
R150'-0"
R150'-0"
ZIZ-ZAGLINE INDICATES
REDCURBFIRELANE
ALBANY DR
ECHANNEL ISLANDSBLVD
BUILDINGB
BUILDINGA
BUILDINGA
WASTE DITCH
EXISTING 20' ALLEY
V.C.R.R.
COURTYARD
T
R
O
BUILDINGA-1
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X15'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
4'-0"
2'-0"1
7'-0"27'-0"17'-0"2
'-0"
4'-0"
6'-0"
20'-0"
6'
-2"
5'
-10"
9'
-0"
6'
-4"
R150'-0"
LAWNAREA
2,642.00sqft
(E)UTILILTY
POLE
(E)UTILILTY
POLE
(E)UTILILTY
POLE
(E)UTILILTY
BOX
(E)FIRE
HYDRANT
&FDC
(E)UTILILTY
POLE
TRASHENCLOSURE
WITHROOF&STEEL
GATES
(E)BACKFLOWVALVE
ASSEMBLY
BIKERACK
06/A0501
(N)10'HBLOCK
WALL
(E)BLOCKWALL
TOREMAIN
(N)10'HBLOCK
WALL
R
SECONDSTORYOUTLINE
SECOND
STORY
OUTLINE
(N)STACKEDGAS
METERSFORALLUNITS
&COMMUNITYROOM
(E)PROPERTYLINES
FIRERISER
MAILBOXES
05/A0501
R
D
D
D
D
SECONDSTORY
SUPPORTWALL
TYPICAL
ELECMETERS
PICNICAREA
02/A0501
ACIDWASHED
CONCPAVING
(N)CONCRETE
ALLEYPAVING
15'REINF. CONC. APRON
(E)FIRE
HYDRANT
&FDC
(N)PROJECT IDENTIFICATIO
NSIGN
(UNDERSEPARATEPERMIT)
ELEC
METERSFIR
E
RISER
FIRERISER
ELEC
METERS
FIRETRUCKTURNING
TEMPLATE
(N)ELEC
ROOM
(N)FIRE
HYDRANT
&FDC
(N)TRASH
ROOM
(N)FIRE
HYDRANT
&FDC
(N)ACCESSIBLE
EVSPACE
BBQ
AREA
01/A0501
HATCHEDAREA INDICATES 150' FIRE TRUCK ACC
ESS
POSSIBLE
TRANSFORMER
LOCATION
(E)WATER
METER
LOCATION
(E)WATER
METER
LOCATION
PLAYGROUND
EQUIPMENT
04/A0501
R
R
RR
R
C
R
CC
CS(MUSTBE
1'FROM
CURBEDGE)
(N)MOTORCYCLE
PARKING
CS
Δ=8°27'36"
R=905.40'
L=133.69'
SITEPLANNOTES
1.)THISPLAN ISFOR ILLUSTRATIVEPURPOSESONLY. CIVIL INFORMATION ONTHISSHEET ISBASEDON INFOPROVIDEDBYPACIFICCOASTCIVIL, INC. DATED 04/25/2022. FOR CIVIL INFORMATION INCLUDING SITE CONSTRUCTION DETAILS, SEE THE CIVIL PLANS. 2.) TREES NOT SHOWN FOR CLARITY, FOR TREES AND LANDSCAPING SEE LANDSCAPE PLANS. INDICATES PLANTED AREA ACCESSIBLE PATH OF TRAVEL D PET WASTE DISPENSER/DISPOSAL UNIT CS EV CHARGING STATION LOCATION (5% REQ.= 2; 2 PROVIDED) INDICATES A/C CONDENSER - SCREENED BY LANDSCAPING & COMPLYING WITH SECTION 7-185 FOR NOISE MITIGATION R EV READY LOCATION (25% REQ.= 8; 8 PROVIDED) C EV CAPABLE LOCATION (10% REQ.= 3; 3 PROVIDED) 1 IN EVERY 25 EV CHARGING SPACES TO BE DESIGNATED AS ACCESSIBLE WITH AN ACCESS AISLE. 1 REQUIRED, 1 PROVIDED. NORTH A
SCALE:1/16"=1'-0"
FIREACCESSPLAN
08'16'32'
301
G
SPublisherVersion2274.0.4.82
Commercial & Residential
Architecture
Interiors
Visualizations
Consulting
SIX Y
ARCHITECTURE +DESIGN
OFFICE: 8 0 5 - 3 6 9- 175 0
3 13 6 8 Via Colinas Suite 10 5
W est lak e V illage, C A 9 13 6 2
www.3sixtyArchitecture.com
ROSS MILLER
Founding Principal
[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A1102 SITE LOT COVERAGE A 2/28/25 10:50 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
Thesedrawingsarethe instrumentsofservice
andarethepropertyof3sixtyArchitecture+
Design.All designsandother information
containedontheseDrawingsareforuseon
thespecifiedprojectandshall notbeusedon
otherprojects,orforadditionstothisproject,or
forcompletionofthisprojectbyotherswithout
firstobtainingtheexpressedwrittenpermission
andconsentof3sixtyArchitecture+Design.
Thesedrawingsshall notbereproduced,
changed,orcopied inanyformwhatsoever
withoutfirstobtainingtheexpressedwritten
permissionandconsentof3sixtyArchitecture+
Design,noraretheytobeassignedtoany
thirdpartywithoutwrittenpermissionand
consent.
Copyright:3sixtyArchitecture+Design
All RightsReserved
1"ACTUAL IF THE ABOVE DIMENSIO
NDOESNOT
MEASUREONE INCH(1")EXACTLY,THIS
DRAWINGWILLHAVEBEENENLARGED
ORREDUCED,AFFECT I NGALL
LABELEDSCALES.
www.3sixtyArchitecture.com
2/28/25
22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
SITEPLANNOTES
1.)THISPLAN ISFOR ILLUSTRATIVEPURPOSESONLY. CIVIL INFORMATION ONTHISSHEET ISBASEDON INFOPROVIDEDBYPACIFICCOASTCIVIL, INC. DATED 04/25/2022. FOR CIVIL INFORMATION INCLUDING SITE CONSTRUCTION DETAILS, SEE THE CIVIL PLANS. 2.) TREES NOT SHOWN FOR CLARITY, FOR TREES AND LANDSCAPING SEE LANDSCAPE PLANS. LOT COVERAGE ZONES ID 01- IYS
02-SF
03-DP
04-TE
05-NC
06-YS
ZONENAME INTERIOR YARD SPACE STRUCTURE FOOTPRINT (NO
TCOUNTED)
DRIVEWAY&PARKING(NOTCOUNTED)
TRASHENCLOUSRE(NOTCOUNTED)
OTHERS(NOTCOUNTED)
YARDSETBACKS(NOTCOUNTED)
AREA
16,070.33
14,756.23
10,634.12
302.85
6,788.13
4,331.88
52,883.54ft²
LOTCOVERAGELEGEND INDICATES INTERIOR YAR
DSPACEPROVIDED INDICATES STRUCTURE FOOTPRINT (NOT COUNTED IN IYS) INDICATES DRIVEWAY & PARKING (NOT COUNTED IN IYS) INDICATES TRASH ENCLOUSRE (NOT COUNTED IN IYS) INDICATES YARD SETBACKS (NOT COUNTED IN IYS) INDICATES RELOCATED ALLEY (NOT COUNTED IN IYS) INDICATES OTHER AREAS EXCLUDED OR LES STHAN15'X15'
(NOTCOUNTED IN IYS)
NORTH
6 9 10 11 12 13 14 15 16 17 18
234
7 8 19 20
23 24 25 26 27 21 22 28 29
5 1
30 31
17'-10"
9'-0"
TYP
15'-0"
15'-0"
26'-0" 5'-0"
26'-0" 17'-0" 2'-0"
4'-0"
17'-0"
TYP.2
'-0"
28'-6"
26'-0" (N) DRIVEWAY SEE CIVIL PLANS
4'-0"
19'-10"
10'
-17/8"
10'-10" (10'-0" MAX)
15'-10"
(15' MIN)
5'-01/4"
22'-3"
5'
-0"
5'
-0"
26'
-0"
15'-0"
18'-0"
2'-0"
4'-0"
9'-0"8'-0"9'-0"
1'-0"
3,405.53 sq ft
FIRST LEVEL
2-STORY @ 6 UNITS
3,405.67sqft
FIRSTLEVEL
2-STORY@6UNITS
5,592.82sqft
1STORY@4UNITS
RELOCATED
ALLEY
(NOT
COUNTED)
16,070.33sqft
INTERIORYARDSPACE
4,331.88sqft
YARDSETBACKS
(NOTCOUNTED)
10,634.12sqft
DRIVEWAY&PARKING
(NOTCOUNTED)
302.85sqft
TRASHENCLOUSRE
(NOTCOUNTED)
4'-0"
2'-0"1
7'-0"27'-0"17'-0"2
'-0"
4'-0"
6'-0"
20'-0"
6'
-2"
5'
-10"
9'
-0"
6'
-4"
2,278.26 sq ft
FIRST LEVEL @ 4 UNITS
3,918.00 sq ft
SECOND STORY LEVEL
11,860.75sqft
SECONDSTORY
LEVEL
11,860.75 sq ft
SECOND STORY
LEVEL
A
SCALE:1/16"=1'-0"
SITELOTCOVERAGE
08'16'32'
NEWLOTSIZE
(AFTERALLEYRELOCATION)
INTERIORYARDSPACECALCULATIONS
REQUIRED INTERIORYARDSPACE
16,070.33sqft/52,883.54sqft
=30.3%IYS
PROVIDED INTERIORYARDSPACE
30%
LOTCOVERAGECALCULATIONS
14,756.23sqft/52,883.54sqft
=27.9%
STRUCTUREFOOTPRINT
10,634.12sqft/52,883.54sqft
=20.1%
DRIVEWAY&PARKING
302.85sqft/52,881.25sqft
=0.5%
TRASHENCLOSURE
302
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SPublisherVersion2274.0.4.82
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DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A1103 SITE LOT COVERAGE - LANDSCAPE & PATHWAYS A 2/28/25 10:50 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
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Design.All designsandother information
containedontheseDrawingsareforuseon
thespecifiedprojectandshall notbeusedon
otherprojects,orforadditionstothisproject,or
forcompletionofthisprojectbyotherswithout
firstobtainingtheexpressedwrittenpermission
andconsentof3sixtyArchitecture+Design.
Thesedrawingsshall notbereproduced,
changed,orcopied inanyformwhatsoever
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1"ACTUAL IF THE ABOVE DIMENSIO
NDOESNOT
MEASUREONE INCH(1")EXACTLY,THIS
DRAWINGWILLHAVEBEENENLARGED
ORREDUCED,AFFECT I NGALL
LABELEDSCALES.
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ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
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ASNOTED
LOTCOVERAGEZONES-LANDSCAPE&PATHWAYS ID
07-L
08-P
ZONENAME
LANDSCAPE
PATHWAYS
AREA
17,603.33
9,254.72
26,858.05ft²
SITEPLANNOTES
1.)THISPLAN ISFOR ILLUSTRATIVEPURPOSESONLY. CIVIL INFORMATION ONTHISSHEET ISBASEDON INFOPROVIDEDBYPACIFICCOASTCIVIL, INC. DATED 04/25/2022. FOR CIVIL INFORMATION INCLUDING SITE CONSTRUCTION DETAILS, SEE THE CIVIL PLANS. 2.) TREES NOT SHOWN FOR CLARITY, FOR TREES AND LANDSCAPING SEE LANDSCAPE PLANS. LOT COVERAGE LEGEND - LANDSCAPE & PATHWAYS INDICATES LANDSCAPE INDICATES PATHWAYS NORTH 6 9 10 11 12 13 14 15 16 17 18
234
7 8 19 20
23 24 25 26 27 21 22 28 29
5 1
30 31
17,603.33sqft
LANDSCAPE
9,254.72sqft
PATHWAYS
A
SCALE:1/16"=1'-0"
SITELOTCOVERAGE-LANDSCAPE&PATHWAYS
08'16'32'
LOTCOVERAGECALCULATIONS-LANDSCAPE&PATHWAYS
17,603.33sqft/52,883.54sqft
=33.2%
LANDSCAPE
9,254.72sqft/52,883.54sqft
=17.5%
PATHWAYS
303
G
SPublisherVersion2277.0.4.82
Commercial & Residential
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Interiors
Visualizations
Consulting
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ROSS MILLER
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DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A120 1 SITE REFERENCE PLAN
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Thesedrawingsarethe instrumentsofservice
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containedontheseDrawingsareforuseon
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Thesedrawingsshall notbereproduced,
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ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
SITEPLANNOTES
1.)THISPLAN ISFOR ILLUSTRATIVEPURPOSESONLY. CIVIL INFORMATION ONTHISSHEET ISBASEDON INFOPROVIDEDBYPACIFICCOASTCIVIL, INC. DATED 04/25/2022. FOR CIVIL INFORMATION INCLUDING SITE CONSTRUCTION DETAILS, SEE THE CIVIL PLANS. 2.) TREES NOT SHOWN FOR CLARITY, FOR TREES AND LANDSCAPING SEE LANDSCAPE PLANS. INDICATES PLANTED AREA ACCESSIBLE PATH OF TRAVEL D PET WASTE DISPENSER/DISPOSAL UNIT CS EV CHARGING STATION LOCATION (5% REQ.= 2; 2 PROVIDED) INDICATES A/C CONDENSER - SCREENED BY LANDSCAPING & COMPLYING WITH SECTION 7-185 FOR NOISE MITIGATION R EV READY LOCATION (25% REQ.= 8; 8 PROVIDED) C EV CAPABLE LOCATION (10% REQ.= 3; 3 PROVIDED) 1 IN EVERY 25 EV CHARGING SPACES TO BE DESIGNATED AS ACCESSIBLE WITH AN ACCESS AISLE. 1 REQUIRED, 1 PROVIDED. NORTH 6 UPUPUPUP
UP
UPUP
UP
UP UP UP UP UP
UP UP UP
FFFF
FFFFFF
9 10 11 12 13 14 15 16 17 18
F
W/D
F
W/D
F
W/D
F
W/D
FF
FFFF 2
34 7 8 19 20
23 24 25 26 27 21 22 28 29
F
5 1
30 31
A
A3001
A
A3002
A
A3002
A
A3003
17'-10"
9'-0"
TYP
26'-0" 17'-0" 2'-0"
4'-0"
17'-0"
TYP.2
'-0"
28'-6"
26'-0" (N) DRIVEWAY SEE CIVIL PLANS
4'-0"
19'-10"
10'
-17/8"
10'-10" (10'-0" MAX)
15'-10"
(15' MIN)
5'-01/4"
22'-3"
5'
-0"
5'
-0"
26'
-0"
41'-17/8"
40'-8
1/8"
15'-0"
37'-2
7/8"
18'-0"
2'-0"
4'-0"
9'-0"8'-0"9'-0"
1'-0"
3'
-0"
A
A5101
F
A5102
C
A5101
D
A5101
E
A5102
G
A5102
K
A5103
ALBANY DR
ECHANNEL ISLANDSBLVD
BUILDINGB
BUILDINGA
BUILDINGA
WASTE DITCH
EXISTING 20' ALLEY
V.C.R.R.
COURTYARD
T
R
O
BUILDINGA-1
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X15'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
10'X10'
PATIO
4'-0"
2'-0"1
7'-0"27'-0"17'-0"2
'-0"
4'-0"
6'-0"
20'-0"
6'
-2"
5'
-10"
9'
-0"
6'
-4"
J
A5102
H
A5102
B
A5101
M
A5103
N
A5103
L
A5103
LAWNAREA
2,642.00sqft
(E)UTILILTY
POLE
(E)UTILILTY
POLE
(E)UTILILTY
POLE
(E)UTILILTY
BOX
(E)FIRE
HYDRANT
&FDC
(E)UTILILTY
POLE
TRASHENCLOSURE
WITHROOF&STEEL
GATES
(E)BACKFLOWVALVE
ASSEMBLY
BIKERACK
06/A0501
(N)10'HBLOCK
WALL
(E)BLOCKWALL
TOREMAIN
(N)10'HBLOCK
WALL
R
SECONDSTORYOUTLINE
SECOND
STORY
OUTLINE
(N)STACKEDGAS
METERSFORALLUNITS
&COMMUNITYROOM
(E)PROPERTYLINES
FIRERISER
MAILBOXES
05/A0501
R
D
D
D
D
SECONDSTORY
SUPPORTWALL
TYPICAL
ELECMETERS
PICNICAREA
02/A0501
ACIDWASHED
CONCPAVING
(N)CONCRETE
ALLEYPAVING
15'REINF. CONC. APRON
(E)FIRE
HYDRANT
&FDC
(N)PROJECT IDENTIFICATIO
NSIGN
(UNDERSEPARATEPERMIT)
ELEC
METERSFIR
E
RISER
FIRERISER
ELEC
METERS
(N)ELEC
ROOM
(N)FIRE
HYDRANT
&FDC;3'
FROMCURB
(N)TRASH
ROOM
(N)FIRE
HYDRANT
&FDC
(N)ACCESSIBLE
EVSPACE
BBQ
AREA
01/A0501
POSSIBLE
TRANSFORMER
LOCATION
(E)WATER
METER
LOCATION
(E)WATER
METER
LOCATION
PLAYGROUND
EQUIPMENT
04/A0501
R
R
RR
R
C
R
CC
CS(MUSTBE
1'FROM
CURBEDGE)
(N)MOTORCYCLE
PARKING
CS
Δ=8°27'36"
R=905.40'
L=133.69'
A
SCALE:1/16"=1'-0"
SITEREFERENCEPLAN
08'16'32'
304
G
SPublisherVersion2274.0.4.82
Commercial & Residential
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DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A2211
FIRST FLOOR REFERENCE PLAN - BLDG A
A
2/28/25 10:50 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
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Thesedrawingsshall notbereproduced,
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ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
563.00sqft
560.00sqft
560.00sqft
560.00sqft
560.00sqft
564.00sqft
560sq
565sqft558sq
ft
560sqft560sqft560sqftft
563.00sqft
560.00sqft
560.00sqft
566.00sqft
UPUPUPUP
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FFFF
FFFFFF
AA
123
44 55
6678
99 CCDDEE
F
GG
H
JJ
BB
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22 11
55 AABB
33 44
CC
95'-2
1/2"
23'-10
1/2"
23'-8
3/4"
23'-8
3/4"
23'-10
1/2"
8'-4
1/8"
19'-2
5/8"
16'-8
3/4"
7'-6"
190'-11/2"
23'-101/2" 23'-83/4" 23'-83/4" 23'-83/4" 23'-83/4" 23'-101/2" 23'-23/4" 24'-23/4" 24'-23/4"
147'-0"
23'-11"
23'-8
3/4"
23'-8
3/4"
23'-10"
23'-101/2" 23'-83/4" 23'-83/4" 23'-113/4"
95'-33/4"
46'-5
3/8"
24'-2
3/4"
22'-2
5/8"
4'-6"
18'-11"
18'-11"
4'-6"
BLDGABOVE-PROVIDE
SPRINKLERCOVERAGE
BLDGABOVE-PROVIDE
SPRINKLERCOVERAGE
(N)PTDSTEELROOF
CANOPYABOVE,TYP
PROVIDESPRINKLER
COVERAGE
BLDGABOVE-PROVIDE
SPRINKLERCOVERAGE
BLDGABOVE
ROOF
ABOVE
6"
H
.
CONCRETE
CURB
(N)PTDSTEELROOF
CANOPYABOVE,TYP
PROVIDESPRINKLER
COVERAGE
(N)PTD. STEEL
ROOFCANOPY
ABOVE,TYP
STORAGEAREA: 180 C.FT + 64 C.F
T
=244C.FTEACH@
STORAGEAREA: B
LDGB
163C.FT+72C.FT
(UPSTAIRS)=235
C.FTEACH@
BLDGA
STORAGEAREA: 163 C.FT + 72 C.FT (UPSTAIRS)= 235 C.FT EACH @ BLDG A STEEL
CHANNEL
WALL
PROTECTION
;
3 WALLS
FAMILYROOM
KITCHENBATHPA
NT
FAMILYROOM
BATHKITCHEN
PANT
FAMILYROOM
BATHKITCHEN
PANT
FAMILYROOM
KITCHENBATHPA
NT
FAMILYROOM
KITCHEN
BATH
PANT
FAMILYROOM
KITCHEN
BATH
PANT
FAMILYROOM
KITCHEN
BATH
PANT
FAMILYROOM
BATH
PANT
FAMILYROOM
FAMILYROOM
FAMILYROOM
KITCHEN
BATH
PANT
FAMILYROOM
KITCHEN
BATH
PANT
FAMILYROOM
FAMILYROOM
BATHKITCHEN
PANT
FAMILYROOM
KITCHENBATHPA
NT
PANT
KITCHEN
FAMILYROOM
BATH
PANT
KITCHEN
FAMILYROOM
BATH
PANT
KITCHEN
FAMILYROOM
BATH
PANT
KITCHEN
FAMILYROOM
BATH
UNIT1
UNIT2
UNIT3
UNIT4
UNIT5
UNIT6
UNIT12UNIT11UNIT10UNIT9UNIT8UNIT7
UNIT17
UNIT18
UNIT19
UNIT20
KITCHEN
STOR.STOR.STOR.STOR.STOR.STOR.
STOR.
STOR.
STOR.
STOR.
STOR.
STOR
STOR.
.
STOR.
STOR.
STOR.
P#3
FE
FIRERISER
MAILBOXES
FE
FE
FE
FE
FE
ELECMETERS
FIRERISER
ELEC
METERS
P#3
P#3
FE IN
DICATESFIREEXTINGUISHERCABINET
FLOORPLANNOTES
1.)FORUNITSQUAREFOOTAGEBREAKDOWNSEEPROJECTDATA
SUMMARYONSHEETA0001
NORTH
A
SCALE:1/8"=1'-0"
FIRSTFLOORREFERENCEPLAN-BLDGA
04'8'16'
12 305
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Thesedrawingsarethe instrumentsofservice
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1"ACTUAL IF THE ABOVE DIMENSIO
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22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
993.00sqft
116.00sqft
963.00sqft
9623.7050sqft
989.00sqft
989.00sqft
112.00sqft
112.00sqft
963.00sqft
963
1,026.00sqft1,065.00sqft
988 .0
0sqft
988.00sqft .00sqft
969.00sqft
999.00sqft
963.00sqft
963.00sqft
993.00sqft
116.00sqft
112.00sqft
DOWNDOWNDOWNDOWN
DOWN
DOWNDOWN
DOWN
DOWN DOWN DOWN DOWN DOWN
DOWN DOWN DOWN
AA
123
44 55
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33 44
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W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
DR
DR
DR
DR
DR
DR
DR
DR
DR
DR
DR
DR
DR
DR
DR
DR
190'-11/2"
23'-101/2" 23'-83/4" 23'-83/4" 23'-83/4" 23'-83/4" 23'-101/2" 23'-23/4" 24'-23/4" 24'-23/4"
95'-2
1/2"
23'-10
1/2"
23'-8
3/4"
23'-8
3/4"
23'-10
1/2"
8'-4
1/8"
19'-2
5/8"
16'-8
3/4"
7'-6"
147'-0"
46'-5
3/8"
24'-2
3/4"
22'-2
5/8"
23'-101/2" 23'-83/4" 23'-83/4" 23'-113/4"
95'-33/4"
18'-11"
4'-6"
18'-11"
4'-6"
(N)PTDSTEELROOF
CANOPYBELOW,TYP
PROVIDESPRINKLER
COVERAGE
(N)PTDSTEELROOF
CANOPYBELOW,TYP
PROVIDESPRINKLER
COVERAGE
STORAGEAREA: 163
C.FT(DOWNSTAIRS)+
72C.FT=235C.FT
EACH@BLDGA
STORAGEAREA: 163
C.FT(DOWNSTAIRS)+
72C.FT=235C.FT
EACH@BLDGA
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
BATH
PRIMARYB
EDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
BATH
PRIMARYB
EDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
BATH
PRIMARY
BEDROOM
LAUND
PRIMARYBATH
DECK
LINEN
PRIMARYCLOSET
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
BATH
PRIMARY
BEDROOM
LAUND
PRIMARYBATH
DECK
LINEN
PRIMARYCLOSET
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
BATH
PRIMARY
BEDROOM
LAUND
PRIMARYBATH
DECK
LINEN
PRIMARYCLOSET
DEN
BEDROOM
BEDROOMD
EN
DEN
BEDROOM
DEN
PRIMARY
BEDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
DEN
PRIMARY
BEDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARYBATH
LINEN
PRIMARYCLOSET
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARYBATH
LIN.
PRIMARYCLO.
BEDROOM
BEDROOM
BEDROOM
BEDROOM
DEN
BEDROOM
BEDROOM
BEDROOM
68.00sqft
68.00sqft
68.00sqft
68.00sqft68.00sqft68.00sqft
115.00sqft115.00sqft
68.00sqft
68.00sqft
68.00sqft
P#3
P#3
FE IN
DICATESFIREEXTINGUISHERCABINET
FLOORPLANNOTES
1.)FORUNITSQUAREFOOTAGEBREAKDOWNSEEPROJECTDATA
SUMMARYONSHEETA0001
NORTH
A
SCALE:1/8"=1'-0"
SECONDFLOORREFERENCEPLAN-BLDGA
04'8'16'
12 306
G
SPublisherVersion2274.0.4.82
Commercial & Residential
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DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A2213 ROOF REFERENCE PLAN - BLDG A A 2/28/25 10:50 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
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containedontheseDrawingsareforuseon
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1"ACTUAL IF THE ABOVE DIMENSIO
NDOESNOT
MEASUREONE INCH(1")EXACTLY,THIS
DRAWINGWILLHAVEBEENENLARGED
ORREDUCED,AFFECT I NGALL
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ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
AA
123
44 55
6678
99 CCDDEE
F
GG
H
JJ
BB
22 11
55 AABB
33 44
CC
95'-2
1/2"
23'-10
1/2"
23'-8
3/4"
23'-8
3/4"
23'-10
1/2"
8'-4
1/8"
19'-2
5/8"
16'-8
3/4"
7'-6"
190'-11/2"
23'-101/2" 23'-83/4" 23'-83/4" 23'-83/4" 23'-83/4" 23'-101/2" 23'-23/4" 24'-23/4" 24'-23/4"
147'-0"
(N)LIGHTWEIGHTCONCRETE
ROOFTILESTOMATCH
EXISTINGONBUILDINGB
(N)HIPPEDROOFTOMATCH
EXISTING
(N)PTDSTEELROOFCANOPY
BELOW,TYP
(N)PTDSTEELROOFCANOPY
BELOW,TYP
(N)LIGHTWEIGHTCONCRETE
ROOFTILESTOMATCH
EXISTINGONBUILDINGB
RT#1
P#3
P#3
RT#1
NORTH
A
SCALE:1/8"=1'-0"
ROOFREFERENCEPLAN-BLDGA
04'8'16'
12 307
GSPublisherVersion 2274.0.4.82
Commercial & Residential
Architecture
Interiors
Visualizations
Consulting
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DESIGN
OFFICE: 8 0 5 - 3 6 9- 175 0
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ROSS MILLER
Founding Principal
[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
D
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VISIO
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Date:
Job:
D
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Scale:
A
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S
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21-0-061-19
5 04.2
3.2 3
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03.2 5.2
4 D
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A2221
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2/28/25 10:51 A
M BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) Plotted On: 2/28/25
These drawings are the instruments of service
and are the property of 3sixty Architecture +
Design. All designs and other information
contained on these Drawings are for use on
the specified project and shall not be used on
other projects, or for additions to this project, or
for completion of this project by others without
first obtaining the expressed written permission
and consent of 3sixty Architecture + Design.
These drawings shall not be reproduced,
changed, or copied in any form whatsoever
without first obtaining the expressed written
permission and consent of 3sixty Architecture +
Design, nor are they to be assigned to any
third party without written permission and
consent.
Copyright: 3sixty Architecture + Design
All Rights Reserved
1" ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY, THIS
DRAWING WILL HAVE BEEN ENLARGED
O R R E D U C E D , AF FE C T I N G AL L
LABELED SCALES.
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22-39
A
L
B
A
N
Y
A
PA
R
T
M
E
N
T
S
2 9
2 9
&
2 9
3 1
A
L
B
A
N
Y
D
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E,
O
X
N
A
R
D, C
A
9 3
0 3
3 AS NOTED
560 sq 565 sq ft 558 sq ft 560 sq ft 560 sq ft 560 sq ft ft 1,075.00 sq ft 1,076.00 sq ft 1,076.00 sq ft 1,083.00 sq ft 730 sq ft
UP UP UP UP UP UP
F
F
F
F
F
W/D
F
W/D
F
W/D
F
W/D
A
A
C
C D
A
E
2 2
C D E F G H
F G
1 1
4 3
B
B
B
F
F
F
13'-6
1/2" 24'-11/2"
6 9'-5
7/8"
37'-8" 7'-1
1/2" 44'-10" 44'-10" 45'-2"
179'-7
1/2"
37'-8"
23'-10
1/2" 23'-83/4" 23'-83/4" 23'-101/2" 8'-41/8" 19'-25/8" 16'-83/4" 7'-6" 2 4'-1"
2 4'-2
3/4"
2 3'-8
1/4" 21'-7
5/8" 2
4'-2"
147'-0"
7'-0"
2'-0"
310 sq ft
BLDG ABOVE - PROVIDE
SPRINKLER COVERAGE
(N) PTD. STEEL ROOF
CANOPY ABOVE, TYP
(N) PTD. STEEL
ROOF CANOPY
ABOVE, TYP
STORAGE AREA:
180 C.FT + 64 C.FT
= 244 C.FT EACH @
STORAGE AREA: BLDG B
163 C.FT + 72 C.FT
(UPSTAIRS)= 235
C.FT EACH @
BLDG A
FAMILY ROOM
KITCHEN BATH
PANT
FAMILY ROOM
BATH KITCHEN
PANT
FAMILY ROOM
BATH KITCHEN
PANT
FAMILY ROOM
KITCHEN BATH
PANT
FAMILY ROOM
LAUND
MECH
BATH
BEDROOM
PRIMARY #1
LIN.
KITCHEN
COMMUNITY ROOM
OFFICE
KITCHEN
BATH
WALK-IN
PANTRY CLO
FAMILY ROOM
LAUND
MECH
BATH
BEDROOM
PRIMARY #1
LIN.
KITCHEN
BATH
WALK-IN
CLO PANTRY
FAMILY ROOM
LAUND
MECH
BATH
BEDROOM
PRIMARY #1
LIN.
KITCHEN
BATH
WALK-IN
PANTRY CLO
FAMILY ROOM
LAUND
MECH
BATH
BEDROOM
PRIMARY #1
LIN.
KITCHEN
BATH
WALK-IN
PANTRY CLO
FAMILY ROOM
BATH KITCHEN
PANT
FAMILY ROOM
KITCHEN BATH
PANT
UNIT 12 UNIT 11 UNIT 10 UNIT 9 UNIT 8 UNIT 7
UNIT 16 UNIT 15 UNIT 14 UNIT 13
ELEC
STOR. STOR. STOR.
STOR.
STOR.STOR. STOR.STOR. STOR.STOR.
5'-0"
P#3
FE
FIRE RISER
MAILBOXES
FE
FE
FE
FIRE RISER
ELEC
METERS
P#3
A
A
C
C D
A
E
2 2
C D E F G H
F G
1 1
4 3
B
B
B
23'-10
1/2" 23'-83/4" 23'-83/4" 23'-101/2" 8'-41/8" 19'-25/8" 16'-83/4" 7'-6" 2 4'-2
3/4"
179'-7
1/2"
13'-6
1/2" 24'-11/2" 7'-11/2" 44'-10" 44'-10" 45'-2"
2 4'-2"
2 3'-8
1/4" 21'-7
5/8" 2
4'-2"
6 9'-5
7/8"
13'-6
1/2" 24'-11/2"
37'-8"
147'-0"
(N) R
O
O
F
W
H
E
R
E
(E) BLD
G
WA
S
D
E
M
OLIS
H
E
D
(E) LIGHTWEIGHT CONCRETE
ROOF TILES TO REMAIN
(N) HIPPED ROOF TO MATCH
EXISTING
(E) LIGHTWEIGHT
CONCRETE
ROOF TILES TO REMAIN
(N) PTD. STEEL ROOF
CANOPY BELOW, TYP
RT#1
P#3
FE INDICATES FIRE EXTINGUISHER CABINET
FLOOR PLAN NOTES
1.) FOR UNIT SQUARE FOOTAGE BREAKDOWN SEE PROJECT DATA
SUMMARY ON SHEET A0001
NORTH
NORTH
A SCALE: 1/8" = 1'-0"
FIRST FLOOR REFERENCE PLAN - BLDG B
0 4' 8' 16'
A SCALE: 1/8" = 1'-0"
ROOF REFERENCE PLAN - BLDG B
0 4' 8' 16'
308
GSPublisherVersion 2274.0.4.82
Commercial & Residential
Architecture
Interiors
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Consulting
SIX Y
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DESIGN
OFFICE: 8 0 5 - 3 6 9- 175 0
3 13 6 8 Via Colinas Suite 10 5
W est lak e V illage, C A 9 13 6 2
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ROSS MILLER
Founding Principal
[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
D
AT
E
R
E
VISIO
N
S
Date:
Job:
D
AT
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VISIO
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Scale:
A
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21-0-061-19
5 04.2
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A2231
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1 A
2/28/25 10:51 A
M BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) Plotted On: 2/28/25
These drawings are the instruments of service
and are the property of 3sixty Architecture +
Design. All designs and other information
contained on these Drawings are for use on
the specified project and shall not be used on
other projects, or for additions to this project, or
for completion of this project by others without
first obtaining the expressed written permission
and consent of 3sixty Architecture + Design.
These drawings shall not be reproduced,
changed, or copied in any form whatsoever
without first obtaining the expressed written
permission and consent of 3sixty Architecture +
Design, nor are they to be assigned to any
third party without written permission and
consent.
Copyright: 3sixty Architecture + Design
All Rights Reserved
1" ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY, THIS
DRAWING WILL HAVE BEEN ENLARGED
O R R E D U C E D , AF FE C T I N G AL L
LABELED SCALES.
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A
L
B
A
N
Y
A
PA
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N
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2 9
2 9
&
2 9
3 1
A
L
B
A
N
Y
D
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O
X
N
A
R
D, C
A
9 3
0 3
3 563.00 sq ft AS NOTED
560.00 sq ft
560.00 sq ft
566.00 sq ft
U
P
U
P
U
P
U
P
F
F
F
F
2 2
1 1
5 5
A
A
B
B
3 3
4 4
C
C
2 3'-10
1/2" 2
3'-8
3/4" 2
3'-8
3/4" 2
3'-11
3/4"
9 5'-3
3/4"
46'-5
3/8"
24'-2
3/4" 22'-25/8"
18'-11"
4'-6"
BLDG ABOVE - PROVIDE
SPRINKLER COVERAGE
6" H. CONCRETE CURB
(N) PTD STEEL ROOF
CANOPY ABOVE, TYP
PROVIDE SPRINKLER
COVERAGE
STORAGE AREA:
163 C.FT + 72 C.FT
(UPSTAIRS)= 235
C.FT EACH @
BLDG A
STEEL CHANNEL
WALL PROTECTION;
3 WALLS
PANT
KITCHEN
FAMILY ROOM
BATH
PANT
KITCHEN
FAMILY ROOM
BATH
PANT
KITCHEN
FAMILY ROOM
BATH
PANT
KITCHEN
FAMILY ROOM
BATH
UNIT 17
UNIT 18
UNIT 19
UNIT 20
STOR.
STOR.
STOR.
STOR.
FE
FE
ELEC METERS
FIRE RISER
P#3
999.00 sq ft
963.00 sq ft
963.00 sq ft
993.00 sq ft
116.00 sq ft
112.00 sq ft
D
O
W
N
D
O
W
N
D
O
W
N
D
O
W
N
2 2
1 1
5 5
A
A
B
B
3 3
4 4
C
C
W
W
W
W
DR
DR
DR
DR
46'-5
3/8"
24'-2
3/4" 22'-25/8"
2 3'-10
1/2" 2
3'-8
3/4" 2
3'-8
3/4" 2
3'-11
3/4"
9 5'-3
3/4"
18'-11"
4'-6"
(N) PTD STEEL ROOF
CANOPY BELOW, TYP
PROVIDE SPRINKLER
COVERAGE
STORAGE AREA: 163
C.FT (DOWNSTAIRS) +
72 C.FT = 235 C.FT
EACH @ BLDG A
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARY BATH
LINEN
PRIMARY CLOSET
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARY BATH
LINEN
PRIMARY CLOSET
BATH
PRIMARY
BEDROOM
LAUND
DECK PRIMARY BATH
LINEN
PRIMARY CLOSET
BATH
PRIMARY
BEDROOM
LAUND
DECK
PRIMARY BATH
LIN.
PRIMARY CLO.
BEDROOM
BEDROOM
BEDROOM
BEDROOM
68.00 sq ft
68.00 sq ft
P#3
2 2
1 1
5 5
A
A
B
B
3 3
4 4
C
C
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
(N) PTD STEEL ROOF CANOPY
BELOW, TYP
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
P#3
RT#1
FE INDICATES FIRE EXTINGUISHER CABINET
FLOOR PLAN NOTES
1.) FOR UNIT SQUARE FOOTAGE BREAKDOWN SEE PROJECT DATA
SUMMARY ON SHEET A0001
NORTH
A SCALE: 1/8" = 1'-0"
FIRST FLOOR REFERENCE PLAN - BLDG A-1
0 4' 8' 16' B SCALE: 1/8" = 1'-0"
SECOND FLOOR REFERENCE PLAN - BLDG A-1
0 4' 8' 16' C SCALE: 1/8" = 1'-0"
ROOF REFERENCE PLAN - BLDG A-1
0 4' 8' 16'
309
GSPublisherVersion 2274.0.4.82
Commercial & Residential
Architecture
Interiors
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SIX Y
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+
DESIGN
OFFICE: 8 0 5 - 3 6 9- 175 0
3 13 6 8 Via Colinas Suite 10 5
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ROSS MILLER
Founding Principal
[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
D
AT
E
R
E
VISIO
N
S
Date:
Job:
D
AT
E
R
E
VISIO
N
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Scale:
A
S
S
E
S
S
O
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PA
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C
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B
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R: 2
21-0-061-19
5 04.2
3.2 3
D
P 1S
T
S
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B
MIT
TAL
03.2 5.2
4 D
P
2 N
D
S
U
B
MIT
TAL
A3001
E
N
L
A
R
G
E
D
P
L
A
N
S
T
R
A
S
H
E
N
C
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U
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A
2/28/25 10:51 A
M BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) Plotted On: 2/28/25
These drawings are the instruments of service
and are the property of 3sixty Architecture +
Design. All designs and other information
contained on these Drawings are for use on
the specified project and shall not be used on
other projects, or for additions to this project, or
for completion of this project by others without
first obtaining the expressed written permission
and consent of 3sixty Architecture + Design.
These drawings shall not be reproduced,
changed, or copied in any form whatsoever
without first obtaining the expressed written
permission and consent of 3sixty Architecture +
Design, nor are they to be assigned to any
third party without written permission and
consent.
Copyright: 3sixty Architecture + Design
All Rights Reserved
1" ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY, THIS
DRAWING WILL HAVE BEEN ENLARGED
O R R E D U C E D , AF FE C T I N G AL L
LABELED SCALES.
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2/28/25
22-39
A
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B
A
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A
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2 9
&
2 9
3 1
A
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A
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D
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D, C
A
9 3
0 3
3 AS NOTED
11'-0"
9'-2
1/2" 8'-67/8" 9'-21/2"
27'-0"
1'-4
1/2"
3'-0"
1 A3001
2 A3001
3 A3001
4 A3001
GAS METERS ROOF ABOVE
6" H. CONCRETE CURB
STEEL COLUMN, TYP
MAN GATE
4' DOORS (8' OPENING); TYP. 3
STEEL CHANNEL
WALL PROTECTION;
3 WALLS
ORGANICS TRASH RECYCLE
9'-7
7/8"
5'-0
1/4" 9'-8
5/8"
±0"
FIRST FLOOR
CEMENT PLASTER OVER
CONCRETE BLOCK
STEEL TUBE COLUMN
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
P#1
P#2
P#2 STEEL GATE
RT#1
±0"
FIRST FLOOR
CEMENT PLASTER OVER
CONCRETE BLOCK
STEEL TUBE COLUMN
GAS METER
MAN GATE
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
(N) STEEL MESH AT OPENING
12 3 1/2
P#1
P#2
P#2
RT#1
P#2
±0"
FIRST FLOOR
STEEL TUBE COLUMN
GAS METERS FOR ALL
UNITS & COMMUNITY
ROOM
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
(N) STEEL MESH AT OPENING
7'-0"
CEMENT PLASTER OVER
CONCRETE BLOCK
P#2
P#1
RT#1
P#2
±0"
FIRST FLOOR
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
CEMENT PLASTER OVER
CONCRETE BLOCK
STEEL TUBE COLUMN
PAINTED STEEL RAILING
GAS METER
(N) STEEL MESH AT OPENING
RT#1
P#3
P#2
P#1
P#2
1 A3001
2 A3001
3 A3001
4 A3001
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH EXISTING ON BUILDING B
RT#1
1/4"PER FT MIN.
ENLARGED PLAN NOTES
1.) FOR MATERIALS LIST SEE SHEET A3002
N N
A SCALE: 1/2" = 1'-0"
ENLARGED PLAN - TRASH ENCLOSURE
0 1' 2' 4'
1 SCALE: 1/2" = 1'-0"
EXTERIOR ELEVATION - SOUTH
0 1' 2' 4' 2 SCALE: 1/2" = 1'-0"
EXTERIOR ELEVATION - EAST
0 1' 2' 4'
3 SCALE: 1/2" = 1'-0"
EXTERIOR ELEVATION - NORTH
0 1' 2' 4' 4 SCALE: 1/2" = 1'-0"
EXTERIOR ELEVATION - WEST
0 1' 2' 4'
B SCALE: 1/2" = 1'-0"
ROOF PLAN - TRASH ENCLOSURE
0 1' 2' 4'
310
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DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A3002 ENLARGED PLANS - PROPERTY FENCE WALLS A 2/28/25 10:51 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
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Thesedrawingsshall notbereproduced,
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1"ACTUAL IF THE ABOVE DIMENSIO
NDOESNOT
MEASUREONE INCH(1")EXACTLY,THIS
DRAWINGWILLHAVEBEENENLARGED
ORREDUCED,AFFECT I NGALL
LABELEDSCALES.
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2/28/25
22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
MATERIALSSCHEDULE
KEY#
RT#1
C#1
C#2
GL#1
MF#1
P#1
P#2
P#3
P#4
ST#1
WF#1
LOCATION
ROOF
WALLCAP
CONCRETEPAVING&SIDEWALKS
DOORS&WINDOWS
BALCONY INTERMEDIATERAILING
EXTERIORWALLS&SOFFITS
EXTERIORDOORS
EXT.METALS,FENCE&CANOPIES
WOODROOFTRIM
BLDG.WAINSCOT&SITEWALLS
DOORS&WINDOWS
MATERIAL
LIGHTWEIGHTCONCRETETILE
PRECASTCONCRETE
CONCRETE
GLASS
METAL
PAINT
PAINT
PAINT
PAINT
STACKEDSTONEVENEER
VINYL
MANUFACTURER
TBD
ELDORADOSTONE
CONTRACTORSOURCED
ProSolarLOW-E
CONTRACTORSOURCED
DUNNEDWARDS
DUNNEDWARDS
TENEMEC
DUNNEDWARDS
NORSTONE
MILGARD
MODEL#
TOMATCHEXISTING
ACIDWASHED
ACIDWASHED
DUALGLAZED,TRIPLEAT
WESTSIDE
STAINLESSSTEEL
DEW391
DEC778
HIGHPERFORMANCE
DEC778
ROCKPANEL
TRIASSICV300
COLORNAME
TOMATCHEXISTING
MEDIUMGREY
NATURALGREY
CLEAR
STRANDEDCABLE
BOYSENBERRYSHADOW
BOXWOOD
MATCHP#2
BOXWOOD
CHARCOAL
BRONZE
A2
A3002
EXT. CEMENTPLASTER12"BLOCKWALL
P#1
P#1
EXT. CEMENTPLASTER
W/ANTIGRAFFITI COATING
10'-0"
EXT. CEMENTPLASTER
W/ANTIGRAFFITI COATING
12"BLOCKWALL
PRECASTCONC. CAP
P#1
A
SCALE:3/4"=1'-0"
REARWALL@RAILROAD-PLAN
01'2'3'
A1
SCALE:3/4"=1'-0"
REARWALL@RAILROAD-ELEVATION
01'2'3'
A2
SCALE: 3/4"=1'-0"
WALL@RAILROAD-SECTION
01'2'3'
311
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ROSS MILLER
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DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A3003 ENLARGED PLANS - MONUMENT SIGN A 2/28/25 10:51 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
Thesedrawingsarethe instrumentsofservice
andarethepropertyof3sixtyArchitecture+
Design.All designsandother information
containedontheseDrawingsareforuseon
thespecifiedprojectandshall notbeusedon
otherprojects,orforadditionstothisproject,or
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Thesedrawingsshall notbereproduced,
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All RightsReserved
1"ACTUAL IF THE ABOVE DIMENSIO
NDOESNOT
MEASUREONE INCH(1")EXACTLY,THIS
DRAWINGWILLHAVEBEENENLARGED
ORREDUCED,AFFECT I NGALL
LABELEDSCALES.
www.3sixtyArchitecture.com
2/28/25
22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
MATERIALSSCHEDULE
KEY#
RT#1
C#1
C#2
GL#1
MF#1
P#1
P#2
P#3
P#4
ST#1
WF#1
LOCATION
ROOF
WALLCAP
CONCRETEPAVING&SIDEWALKS
DOORS&WINDOWS
BALCONY INTERMEDIATERAILING
EXTERIORWALLS&SOFFITS
EXTERIORDOORS
EXT.METALS,FENCE&CANOPIES
WOODROOFTRIM
BLDG.WAINSCOT&SITEWALLS
DOORS&WINDOWS
MATERIAL
LIGHTWEIGHTCONCRETETILE
PRECASTCONCRETE
CONCRETE
GLASS
METAL
PAINT
PAINT
PAINT
PAINT
STACKEDSTONEVENEER
VINYL
MANUFACTURER
TBD
ELDORADOSTONE
CONTRACTORSOURCED
ProSolarLOW-E
CONTRACTORSOURCED
DUNNEDWARDS
DUNNEDWARDS
TENEMEC
DUNNEDWARDS
NORSTONE
MILGARD
MODEL#
TOMATCHEXISTING
ACIDWASHED
ACIDWASHED
DUALGLAZED,TRIPLEAT
WESTSIDE
STAINLESSSTEEL
DEW391
DEC778
HIGHPERFORMANCE
DEC778
ROCKPANEL
TRIASSICV300
COLORNAME
TOMATCHEXISTING
MEDIUMGREY
NATURALGREY
CLEAR
STRANDEDCABLE
BOYSENBERRYSHADOW
BOXWOOD
MATCHP#2
BOXWOOD
CHARCOAL
BRONZE
5"
11'-3"
5"
1'
-2"
11'
-23/8"
(5'-0"
MIN)
A1
A3003
1'
-0"
A2
A3003
MONUMENTSIGN
MEALTRIM
P#3
5" 11" 4" 2'-4" 4" 6"
2"
5'-10"
STONEVENEER
PAINTEDMETALLETTERS
SMOOTHSTONEPANEL
PAINTEDMETALTRIM
CONC. BASE
6"BLOCKWALL
PRECASTWALLCAP
ST#1
P#3
C#1
P#3
C#1
22.50sqft
50SFMAX
6" 4" 6"
CONC. BASE
SMOOTHSTONE
PANEL
PAINTEDMETALTRIM
3/4"THK. PAINTED
METALLETTERS
STONEVENEER
PRECASTCAP
SIGNAGEUNDERSEPARATEPERMIT
C#1
C#1
P#3
P#3
ST#1
C#1
A
SCALE:3/4"=1'-0"
MONUMENTSIGN-PLAN
01'2'3'
A2
SCALE: 3/4"=1'-0"
MONUMENTSIGN-SECTION
01'2'3'
A1
SCALE: 3/4"=1'-0"
EXTERIORELEVATION-MONUMENTSIGN
01'2'3'
UNDER
SEPARATE
PERMIT
312
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CELL: 8 0 5 - 217- 976 4
D
AT
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R
E
VISIO
N
S
Date:
Job:
D
AT
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Scale:
A
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S
O
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PA
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R: 2
21-0-061-19
5 04.2
3.2 3
D
P 1S
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U
B
MIT
TAL
03.2 5.2
4 D
P
2 N
D
S
U
B
MIT
TAL
A5101
E
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E
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VATIO
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2/28/25 10:51 A
M BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) Plotted On: 2/28/25
These drawings are the instruments of service
and are the property of 3sixty Architecture +
Design. All designs and other information
contained on these Drawings are for use on
the specified project and shall not be used on
other projects, or for additions to this project, or
for completion of this project by others without
first obtaining the expressed written permission
and consent of 3sixty Architecture + Design.
These drawings shall not be reproduced,
changed, or copied in any form whatsoever
without first obtaining the expressed written
permission and consent of 3sixty Architecture +
Design, nor are they to be assigned to any
third party without written permission and
consent.
Copyright: 3sixty Architecture + Design
All Rights Reserved
1" ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY, THIS
DRAWING WILL HAVE BEEN ENLARGED
O R R E D U C E D , AF FE C T I N G AL L
LABELED SCALES.
www.3sixtyArchitecture.com
2/28/25
22-39
A
L
B
A
N
Y
A
PA
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T
M
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N
T
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2 9
2 9
&
2 9
3 1
A
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B
A
N
Y
D
RIV
E,
O
X
N
A
R
D, C
A
9 3
0 3
3 AS NOTED
±0"
FIRST FLOOR
30'-0"
12'-0"
DOUBLE INSULATED PVC
WINDOW, TYP.
DOUBLE INSULATED PVC
PATIO DOOR, TYP.
PTD. WOOD TRIM
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
GUTTERS & DOWNSPOUTS
OPEN
@ PEAK
WF#1 GL#1 RT#1
PTD. STEEL RAILING &
CANOPY
P#3
PTD. STEEL DOOR, TYP.
P#2
EXTERIOR CEMENT
PLASTER
EXTERIOR CEMENT
PLASTER
P#1
WF#1 GL#1
P#4
STONE VENEER
WAINSCOT
ST#1
PRECAST CAP
C#1
P#2
SECOND FLOOR
±0"
FIRST FLOOR
2 2'-0"
12'-0"
DOUBLE INSULATED PVC
WINDOW, TYP.
GUTTERS & DOWNSPOUTS
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
PTD. WOOD TRIM
OPEN
WF#1 GL#1
EXTERIOR CEMENT
PLASTER OVER FOAM TRIM
P#1
PTD. STEEL DOOR, TYP.
P#2
EXTERIOR CEMENT
PLASTER
P#1
PTD. STEEL RAILING
P#3
P#2
STONE VENEER
WAINSCOT
ST#1
PRECAST CAP
C#1
RT#1
P#4
SECOND FLOOR
±0"
FIRST FLOOR
12'-0"
DOUBLE INSULATED PVC
WINDOW, TYP.
PTD. WOOD TRIM
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
GUTTERS & DOWNSPOUTS
@ PEAK
30'-0"
PTD. STEEL RAILING &
CANOPY
P#3
WF#1 GL#1
PTD. STEEL DOOR, TYP.
P#2
EXTERIOR CEMENT
PLASTER
EXTERIOR CEMENT
PLASTER
P#1
EXTERIOR CEMENT
PLASTER
STONE VENEER
WAINSCOT
ST#1
P#4
P#1
PRECAST CAP
C#1
RT#1
P#2
SECOND FLOOR
07 A8000
05 A8000
±0"
FIRST FLOOR
2 2'-0"
12'-0"
DOUBLE INSULATED PVC
PATIO DOOR, TYP.
DOUBLE INSULATED PVC
PTD. WOOD TRIM WINDOW, TYP.
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
GUTTERS & DOWNSPOUTS
PTD. STEEL RAILING &
CANOPY
P#3
PTD. STEEL DOOR, TYP.
P#2
EXTERIOR CEMENT
PLASTER
P#1
STONE VENEER
WAINSCOT
ST#1
WF#1 GL#1
EXTERIOR CEMENT
PLASTER OVER FOAM TRIM
P#1
P#4 WF#1 GL#1
PRECAST CAP
C#1
P#2 RT#1
SECOND FLOOR
MATERIALS SCHEDULE
KEY#
RT#1
C#1
C#2
GL#1
MF#1
P#1
P#2
P#3
P#4
ST#1
WF#1
LOCATION
ROOF
WALL CAP
CONCRETE PAVING & SIDEWALKS
DOORS & WINDOWS
BALCONY INTERMEDIATE RAILING
EXTERIOR WALLS & SOFFITS
EXTERIOR DOORS
EXT. METALS, FENCE & CANOPIES
WOOD ROOF TRIM
BLDG. WAINSCOT & SITE WALLS
DOORS & WINDOWS
MATERIAL
LIGHTWEIGHT CONCRETE TILE
PRECAST CONCRETE
CONCRETE
GLASS
METAL
PAINT
PAINT
PAINT
PAINT
STACKED STONE VENEER
VINYL
MANUFACTURER
TBD
ELDORADO STONE
CONTRACTOR SOURCED
ProSolar LOW-E
CONTRACTOR SOURCED
DUNN EDWARDS
DUNN EDWARDS
TENEMEC
DUNN EDWARDS
NORSTONE
MILGARD
MODEL #
TO MATCH EXISTING
ACID WASHED
ACID WASHED
DUAL GLAZED, TRIPLE AT
WEST SIDE
STAINLESS STEEL
DEW391
DEC778
HIGH PERFORMANCE
DEC778
ROCK PANEL
TRIASSIC V300
COLOR NAME
TO MATCH EXISTING
MEDIUM GREY
NATURAL GREY
CLEAR
STRANDED CABLE
BOYSENBERRY SHADOW
BOXWOOD
MATCH P#2
BOXWOOD
CHARCOAL
BRONZE
A SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG A - EAST)
0 4' 8' 16'
C SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG A - WEST)
0 4' 8' 16'
D SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG A - SOUTH)
0 4' 8' 16'
B SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG A - NORTH)
0 4' 8' 16'
313
GSPublisherVersion 2274.0.4.82
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3 13 6 8 Via Colinas Suite 10 5
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ROSS MILLER
Founding Principal
[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
D
AT
E
R
E
VISIO
N
S
Date:
Job:
D
AT
E
R
E
VISIO
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Scale:
A
S
S
E
S
S
O
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PA
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C
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U
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B
E
R: 2
21-0-061-19
5 04.2
3.2 3
D
P 1S
T
S
U
B
MIT
TAL
03.2 5.2
4 D
P
2 N
D
S
U
B
MIT
TAL
A5102
E
X
T
E
RIO
R
E
L
E
VATIO
N
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-
B
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B
A
2/28/25 10:51 A
M BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) Plotted On: 2/28/25
These drawings are the instruments of service
and are the property of 3sixty Architecture +
Design. All designs and other information
contained on these Drawings are for use on
the specified project and shall not be used on
other projects, or for additions to this project, or
for completion of this project by others without
first obtaining the expressed written permission
and consent of 3sixty Architecture + Design.
These drawings shall not be reproduced,
changed, or copied in any form whatsoever
without first obtaining the expressed written
permission and consent of 3sixty Architecture +
Design, nor are they to be assigned to any
third party without written permission and
consent.
Copyright: 3sixty Architecture + Design
All Rights Reserved
1" ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY, THIS
DRAWING WILL HAVE BEEN ENLARGED
O R R E D U C E D , AF FE C T I N G AL L
LABELED SCALES.
www.3sixtyArchitecture.com
2/28/25
22-39
A
L
B
A
N
Y
A
PA
R
T
M
E
N
T
S
2 9
2 9
&
2 9
3 1
A
L
B
A
N
Y
D
RIV
E,
O
X
N
A
R
D, C
A
9 3
0 3
3 AS NOTED
09 A8000
±0"
FIRST FLOOR
BUILDING A
(BEYOND)
(E) ASPHALT LIGHTWEIGHT
TILES TO REMAIN
@ PEAK
2 27'-8
7/8"
9'-8"
(N) DOUBLE INSULATED PVC
WINDOW, TYP.
WF#1 GL#1
PTD. STEEL CANOPY
P#3
(E) DOORS & WINDOWS TO
BE DEMOLISHED, TYP.
(E) EXTERIOR CEMENT
PLASTER
P#1
GUTTERS & DOWNSPOUTS
P#2
±0"
FIRST FLOOR
8'-3"
(E) LIGHTWEIGHT CONCRETE
TILES TO REMAIN
BUILDING A
(BEYOND)
(N) HIPPED ROOF
TO MATCH EXISTING
OPEN
16 2'-3
1/2"
(N) PTD. STEEL CANOPY
P#3
(E) DOORS & WINDOWS TO
BE DEMOLISHED, TYP.
(E) EXTERIOR CEMENT
PLASTER
P#1
(N) DOUBLE INSULATED PVC
WINDOW, TYP.
WF#1 GL#1
RT#1
GUTTERS & DOWNSPOUTS
P#2
±0"
FIRST FLOOR
9'-8"
(N) DOUBLE INSULATED PVC
WINDOW, TYP.
2 2
8'-5
5/8"
WF#1 GL#1
(N) PTD. STEEL DOOR, TYP.
P#2
(N) EXTERIOR CEMENT
PLASTER
P#1
(N) HIPPED ROOF TO MATCH
EXISTING
RT#1
GUTTERS & DOWNSPOUTS
P#2
±0"
FIRST FLOOR
9'-8"
8'-3"
(N) ROOF WHERE
(E) BUILDING WAS
DEMOLISHED
(E) LIGHTWEIGHT CONCRETE
TILES TO REMAIN
(N) DOUBLE INSULATED PVC
WINDOW, TYP.
(N) HIPPED ROOF TO MATCH
EXISTING
16 2'-4
1/2"
WF#1 GL#1
(N) PTD. STEEL DOOR, TYP.
P#2
(N) PTD. STEEL CANOPY
P#3
GUTTERS & DOWNSPOUTS
P#2
13 A8000
±0"
FIRST FLOOR
13'-10"
(E) LIGHTWEIGHT CONCRETE
TILES TO REMAIN
(N) DOUBLE INSULATED PVC
WINDOW, TYP.
WF#1 GL#1
(E) EXTERIOR CEMENT
PLASTER
P#1
(N) PTD. STEEL CANOPY
P#3
(E) DOORS & WINDOWS TO
BE DEMOLISHED, TYP.
(N) PTD STEEL DOOR, TYP
P#2
GUTTERS & DOWNSPOUTS
P#2
MATERIALS SCHEDULE
KEY#
RT#1
C#1
C#2
GL#1
MF#1
P#1
P#2
P#3
P#4
ST#1
WF#1
LOCATION
ROOF
WALL CAP
CONCRETE PAVING & SIDEWALKS
DOORS & WINDOWS
BALCONY INTERMEDIATE RAILING
EXTERIOR WALLS & SOFFITS
EXTERIOR DOORS
EXT. METALS, FENCE & CANOPIES
WOOD ROOF TRIM
BLDG. WAINSCOT & SITE WALLS
DOORS & WINDOWS
MATERIAL
LIGHTWEIGHT CONCRETE TILE
PRECAST CONCRETE
CONCRETE
GLASS
METAL
PAINT
PAINT
PAINT
PAINT
STACKED STONE VENEER
VINYL
MANUFACTURER
TBD
ELDORADO STONE
CONTRACTOR SOURCED
ProSolar LOW-E
CONTRACTOR SOURCED
DUNN EDWARDS
DUNN EDWARDS
TENEMEC
DUNN EDWARDS
NORSTONE
MILGARD
MODEL #
TO MATCH EXISTING
ACID WASHED
ACID WASHED
DUAL GLAZED, TRIPLE AT
WEST SIDE
STAINLESS STEEL
DEW391
DEC778
HIGH PERFORMANCE
DEC778
ROCK PANEL
TRIASSIC V300
COLOR NAME
TO MATCH EXISTING
MEDIUM GREY
NATURAL GREY
CLEAR
STRANDED CABLE
BOYSENBERRY SHADOW
BOXWOOD
MATCH P#2
BOXWOOD
CHARCOAL
BRONZE
E SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG B - NORTH)
0 4' 8' 16'
F SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG B - WEST)
0 4' 8' 16' G SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG B - SOUTH)
0 4' 8' 16'
H SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG B - EAST)
0 4' 8' 16'
J SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG B - SOUTH)
0 4' 8' 16'
314
G
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Visualizations
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DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A5103 EXTERIOR ELEVATIONS - BLDG A-1 A 2/28/25 10:51 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
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andconsentof3sixtyArchitecture+Design.
Thesedrawingsshall notbereproduced,
changed,orcopied inanyformwhatsoever
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consent.
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All RightsReserved
1"ACTUAL IF THE ABOVE DIMENSIO
NDOESNOT
MEASUREONE INCH(1")EXACTLY,THIS
DRAWINGWILLHAVEBEENENLARGED
ORREDUCED,AFFECT I NGALL
LABELEDSCALES.
www.3sixtyArchitecture.com
2/28/25
22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
±0"
FIRSTFLOOR
30'-0"
22'-0"
(N)LIGHTWEIGHTCONCRETE
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EXISTINGONBUILDINGB
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PLASTER
P#1
STONEVENEER
WAINSCOT
ST#1
PRECASTCAP
C#1
PTD. STEELDOOR,TYP. P#2
RT#1
GUTTERS&DOWNSPOUTS
P#2
07 A8000
05 A8000
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FIRSTFLOOR
22'-0"
DOUBLE INSULATEDPVC
WINDOW,TYP. PTD. WOOD TRIM
(N)LIGHTWEIGHTCONCRETE
ROOFTILESTOMATCH
EXISTINGONBUILDINGB
@PEAK
30'-0"
EXTERIORCEMENT
PLASTER
P#1
PTD. STEELCANOPY&
RAILING
P#3
PTD. STEELDOOR,TYP. P#2
WF#1
GL#1
P#4
EXTERIORCEMENT
PLASTEROVERFOAMTRIM
P#1
RT#1
GUTTERS&
DOWNSPOUTS
P#2
±0"
FIRSTFLOOR
PTD. WOODTRIM
(N)LIGHTWEIGHTCONCRETE
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EXISTINGONBUILDINGB
OPEN
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22'-0"
EXTERIORCEMENT
PLASTER
P#1
EXTERIORCEMENT
PLASTER
P#1
STONEVENEER
WAINSCOT
ST#1
PRECASTCAP
C#1
P#4
RT#1
GUTTERS&
DOWNSPOUTS
P#2
±0"
FIRSTFLOOR
22'-0"
(N)LIGHTWEIGHTCONCRETE
ROOFTILESTOMATCH
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OPEN
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P#3
EXTERIORCEMENT
PLASTER
P#1
PTD. STEEL
DOOR
P#2
STONEVENEER
WAINSCOT
ST#1
PRECASTCAP
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RT#1
GUTTERS&
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MATERIALSSCHEDULE
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RT#1
C#1
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P#1
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ST#1
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CONCRETEPAVING&SIDEWALKS
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BLDG. WAINSCOT&SITEWALLS
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METAL
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ProSolarLOW-E
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BRONZE
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04'8'16'
315
GSPublisherVersion 2274.0.4.82
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Architecture
Interiors
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Consulting
SIX Y
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+
DESIGN
OFFICE: 8 0 5 - 3 6 9- 175 0
3 13 6 8 Via Colinas Suite 10 5
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www.3sixtyArchitecture.com
ROSS MILLER
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[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
D
AT
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VISIO
N
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Date:
Job:
D
AT
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VISIO
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Scale:
A
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S
O
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21-0-061-19
5 04.2
3.2 3
D
P 1S
T
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B
MIT
TAL
03.2 5.2
4 D
P
2 N
D
S
U
B
MIT
TAL
A5201
E
X
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E
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VATIO
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2/28/25 10:51 A
M BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) Plotted On: 2/28/25
These drawings are the instruments of service
and are the property of 3sixty Architecture +
Design. All designs and other information
contained on these Drawings are for use on
the specified project and shall not be used on
other projects, or for additions to this project, or
for completion of this project by others without
first obtaining the expressed written permission
and consent of 3sixty Architecture + Design.
These drawings shall not be reproduced,
changed, or copied in any form whatsoever
without first obtaining the expressed written
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consent.
Copyright: 3sixty Architecture + Design
All Rights Reserved
1" ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY, THIS
DRAWING WILL HAVE BEEN ENLARGED
O R R E D U C E D , AF FE C T I N G AL L
LABELED SCALES.
www.3sixtyArchitecture.com
2/28/25
22-39
A
L
B
A
N
Y
A
PA
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2 9
2 9
&
2 9
3 1
A
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B
A
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D
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E,
O
X
N
A
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D, C
A
9 3
0 3
3 AS NOTED
±0"
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30'-0"
12'-0"
DOUBLE INSULATED PVC
WINDOW, TYP.
DOUBLE INSULATED PVC
PATIO DOOR, TYP.
PTD. WOOD TRIM
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
GUTTERS & DOWNSPOUTS
OPEN
@ PEAK
WF#1 GL#1 RT#1
PTD. STEEL RAILING &
CANOPY
P#3
PTD. STEEL DOOR, TYP.
P#2
EXTERIOR CEMENT
PLASTER
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PLASTER
P#1
WF#1 GL#1
P#4
STONE VENEER
WAINSCOT
ST#1
PRECAST CAP
C#1
P#2
SECOND FLOOR
±0"
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2 2'-0"
12'-0"
DOUBLE INSULATED PVC
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EXISTING ON BUILDING B
PTD. WOOD TRIM
OPEN
WF#1 GL#1
EXTERIOR CEMENT
PLASTER OVER FOAM TRIM
P#1
PTD. STEEL DOOR, TYP.
P#2
EXTERIOR CEMENT
PLASTER
P#1
PTD. STEEL RAILING
P#3
P#2
STONE VENEER
WAINSCOT
ST#1
PRECAST CAP
C#1
RT#1
P#4
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±0"
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12'-0"
DOUBLE INSULATED PVC
WINDOW, TYP.
PTD. WOOD TRIM
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
EXISTING ON BUILDING B
GUTTERS & DOWNSPOUTS
@ PEAK
30'-0"
PTD. STEEL RAILING &
CANOPY
P#3
WF#1 GL#1
PTD. STEEL DOOR, TYP.
P#2
EXTERIOR CEMENT
PLASTER
EXTERIOR CEMENT
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P#1
EXTERIOR CEMENT
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STONE VENEER
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P#4
P#1
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C#1
RT#1
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07 A8000
05 A8000
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2 2'-0"
12'-0"
DOUBLE INSULATED PVC
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DOUBLE INSULATED PVC
PTD. WOOD TRIM WINDOW, TYP.
(N) LIGHTWEIGHT CONCRETE
ROOF TILES TO MATCH
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GUTTERS & DOWNSPOUTS
PTD. STEEL RAILING &
CANOPY
P#3
PTD. STEEL DOOR, TYP.
P#2
EXTERIOR CEMENT
PLASTER
P#1
STONE VENEER
WAINSCOT
ST#1
WF#1 GL#1
EXTERIOR CEMENT
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P#4 WF#1 GL#1
PRECAST CAP
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MATERIALS SCHEDULE
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C#1
C#2
GL#1
MF#1
P#1
P#2
P#3
P#4
ST#1
WF#1
LOCATION
ROOF
WALL CAP
CONCRETE PAVING & SIDEWALKS
DOORS & WINDOWS
BALCONY INTERMEDIATE RAILING
EXTERIOR WALLS & SOFFITS
EXTERIOR DOORS
EXT. METALS, FENCE & CANOPIES
WOOD ROOF TRIM
BLDG. WAINSCOT & SITE WALLS
DOORS & WINDOWS
MATERIAL
LIGHTWEIGHT CONCRETE TILE
PRECAST CONCRETE
CONCRETE
GLASS
METAL
PAINT
PAINT
PAINT
PAINT
STACKED STONE VENEER
VINYL
MANUFACTURER
TBD
ELDORADO STONE
CONTRACTOR SOURCED
ProSolar LOW-E
CONTRACTOR SOURCED
DUNN EDWARDS
DUNN EDWARDS
TENEMEC
DUNN EDWARDS
NORSTONE
MILGARD
MODEL #
TO MATCH EXISTING
ACID WASHED
ACID WASHED
DUAL GLAZED, TRIPLE AT
WEST SIDE
STAINLESS STEEL
DEW391
DEC778
HIGH PERFORMANCE
DEC778
ROCK PANEL
TRIASSIC V300
COLOR NAME
TO MATCH EXISTING
MEDIUM GREY
NATURAL GREY
CLEAR
STRANDED CABLE
BOYSENBERRY SHADOW
BOXWOOD
MATCH P#2
BOXWOOD
CHARCOAL
BRONZE
A SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG A - EAST)
0 4' 8' 16'
C SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG A - WEST)
0 4' 8' 16'
D SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG A - SOUTH)
0 4' 8' 16'
B SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG A - NORTH)
0 4' 8' 16'
316
GSPublisherVersion 2274.0.4.82
Commercial & Residential
Architecture
Interiors
Visualizations
Consulting
SIX Y
ARCHITECTURE
+
DESIGN
OFFICE: 8 0 5 - 3 6 9- 175 0
3 13 6 8 Via Colinas Suite 10 5
W est lak e V illage, C A 9 13 6 2
www.3sixtyArchitecture.com
ROSS MILLER
Founding Principal
[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
D
AT
E
R
E
VISIO
N
S
Date:
Job:
D
AT
E
R
E
VISIO
N
S
Scale:
A
S
S
E
S
S
O
R
PA
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C
EL N
U
M
B
E
R: 2
21-0-061-19
5 04.2
3.2 3
D
P 1S
T
S
U
B
MIT
TAL
03.2 5.2
4 D
P
2 N
D
S
U
B
MIT
TAL
A5202
E
X
T
E
RIO
R
E
L
E
VATIO
N
S
-
B
L
D
G
B
(
C
O
L
O
R
)
A
2/28/25 10:52 A
M BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) Plotted On: 2/28/25
These drawings are the instruments of service
and are the property of 3sixty Architecture +
Design. All designs and other information
contained on these Drawings are for use on
the specified project and shall not be used on
other projects, or for additions to this project, or
for completion of this project by others without
first obtaining the expressed written permission
and consent of 3sixty Architecture + Design.
These drawings shall not be reproduced,
changed, or copied in any form whatsoever
without first obtaining the expressed written
permission and consent of 3sixty Architecture +
Design, nor are they to be assigned to any
third party without written permission and
consent.
Copyright: 3sixty Architecture + Design
All Rights Reserved
1" ACTUAL
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY, THIS
DRAWING WILL HAVE BEEN ENLARGED
O R R E D U C E D , AF FE C T I N G AL L
LABELED SCALES.
www.3sixtyArchitecture.com
2/28/25
22-39
A
L
B
A
N
Y
A
PA
R
T
M
E
N
T
S
2 9
2 9
&
2 9
3 1
A
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B
A
N
Y
D
RIV
E,
O
X
N
A
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D, C
A
9 3
0 3
3 AS NOTED
09 A8000
±0"
FIRST FLOOR
BUILDING A
(BEYOND)
(E) ASPHALT LIGHTWEIGHT
TILES TO REMAIN
@ PEAK
15'-7
5/8"
9'-8"
(N) DOUBLE INSULATED PVC
WINDOW, TYP.
WF#1 GL#1
PTD. STEEL CANOPY
P#3
(E) DOORS & WINDOWS TO
BE DEMOLISHED, TYP.
(E) EXTERIOR CEMENT
PLASTER
P#1
GUTTERS & DOWNSPOUTS
P#2
±0"
FIRST FLOOR
8'-3"
(E) LIGHTWEIGHT CONCRETE
TILES TO REMAIN
BUILDING A
(BEYOND)
(N) HIPPED ROOF
TO MATCH EXISTING
OPEN
15'-7
5/8"
(N) PTD. STEEL CANOPY
P#3
(E) DOORS & WINDOWS TO
BE DEMOLISHED, TYP.
(E) EXTERIOR CEMENT
PLASTER
P#1
(N) DOUBLE INSULATED PVC
WINDOW, TYP.
WF#1 GL#1
RT#1
GUTTERS & DOWNSPOUTS
P#2
±0"
FIRST FLOOR
9'-8"
(N) DOUBLE INSULATED PVC
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5/8"
WF#1 GL#1
(N) PTD. STEEL DOOR, TYP.
P#2
(N) EXTERIOR CEMENT
PLASTER
P#1
(N) HIPPED ROOF TO MATCH
EXISTING
RT#1
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P#2
±0"
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9'-8"
8'-3"
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(E) LIGHTWEIGHT CONCRETE
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(N) DOUBLE INSULATED PVC
WINDOW, TYP.
(N) HIPPED ROOF TO MATCH
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15'-7
5/8"
WF#1 GL#1
(N) PTD. STEEL DOOR, TYP.
P#2
(N) PTD. STEEL CANOPY
P#3
GUTTERS & DOWNSPOUTS
P#2
13 A8000
±0"
FIRST FLOOR
13'-10"
(E) LIGHTWEIGHT CONCRETE
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(N) DOUBLE INSULATED PVC
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WF#1 GL#1
(E) EXTERIOR CEMENT
PLASTER
P#1
(N) PTD. STEEL CANOPY
P#3
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(N) PTD STEEL DOOR, TYP
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P#2
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C#1
C#2
GL#1
MF#1
P#1
P#2
P#3
P#4
ST#1
WF#1
LOCATION
ROOF
WALL CAP
CONCRETE PAVING & SIDEWALKS
DOORS & WINDOWS
BALCONY INTERMEDIATE RAILING
EXTERIOR WALLS & SOFFITS
EXTERIOR DOORS
EXT. METALS, FENCE & CANOPIES
WOOD ROOF TRIM
BLDG. WAINSCOT & SITE WALLS
DOORS & WINDOWS
MATERIAL
LIGHTWEIGHT CONCRETE TILE
PRECAST CONCRETE
CONCRETE
GLASS
METAL
PAINT
PAINT
PAINT
PAINT
STACKED STONE VENEER
VINYL
MANUFACTURER
TBD
ELDORADO STONE
CONTRACTOR SOURCED
ProSolar LOW-E
CONTRACTOR SOURCED
DUNN EDWARDS
DUNN EDWARDS
TENEMEC
DUNN EDWARDS
NORSTONE
MILGARD
MODEL #
TO MATCH EXISTING
ACID WASHED
ACID WASHED
DUAL GLAZED, TRIPLE AT
WEST SIDE
STAINLESS STEEL
DEW391
DEC778
HIGH PERFORMANCE
DEC778
ROCK PANEL
TRIASSIC V300
COLOR NAME
TO MATCH EXISTING
MEDIUM GREY
NATURAL GREY
CLEAR
STRANDED CABLE
BOYSENBERRY SHADOW
BOXWOOD
MATCH P#2
BOXWOOD
CHARCOAL
BRONZE
E SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG B - NORTH)
0 4' 8' 16'
F SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG B - WEST)
0 4' 8' 16' G SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG B - SOUTH)
0 4' 8' 16'
H SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG B - EAST)
0 4' 8' 16'
J SCALE: 1/8" = 1'-0"
EXTERIOR ELEVATION (BLDG B - SOUTH)
0 4' 8' 16'
317
G
SPublisherVersion2274.0.4.82
Commercial & Residential
Architecture
Interiors
Visualizations
Consulting
SIX Y
ARCHITECTURE +DESIGN
OFFICE: 8 0 5 - 3 6 9- 175 0
3 13 6 8 Via Colinas Suite 10 5
W est lak e V illage, C A 9 13 6 2
www.3sixtyArchitecture.com
ROSS MILLER
Founding Principal
[email protected]
DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A5203 EXTERIOR ELEVATIONS - BLDG A-1 (COLOR) A 2/28/25 10:52 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
Thesedrawingsarethe instrumentsofservice
andarethepropertyof3sixtyArchitecture+
Design.All designsandother information
containedontheseDrawingsareforuseon
thespecifiedprojectandshall notbeusedon
otherprojects,orforadditionstothisproject,or
forcompletionofthisprojectbyotherswithout
firstobtainingtheexpressedwrittenpermission
andconsentof3sixtyArchitecture+Design.
Thesedrawingsshall notbereproduced,
changed,orcopied inanyformwhatsoever
withoutfirstobtainingtheexpressedwritten
permissionandconsentof3sixtyArchitecture+
Design,noraretheytobeassignedtoany
thirdpartywithoutwrittenpermissionand
consent.
Copyright:3sixtyArchitecture+Design
All RightsReserved
1"ACTUAL IF THE ABOVE DIMENSIO
NDOESNOT
MEASUREONE INCH(1")EXACTLY,THIS
DRAWINGWILLHAVEBEENENLARGED
ORREDUCED,AFFECT I NGALL
LABELEDSCALES.
www.3sixtyArchitecture.com
2/28/25
22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
±0"
FIRSTFLOOR
30'-0"
22'-0"
(N)LIGHTWEIGHTCONCRETE
ROOFTILESTOMATCH
EXISTINGONBUILDINGB
@PEAK
EXTERIORCEMENT
PLASTER
P#1
STONEVENEER
WAINSCOT
ST#1
PRECASTCAP
C#1
PTD. STEELDOOR,TYP. P#2
RT#1
GUTTERS&DOWNSPOUTS
P#2
07 A8000
05 A8000
±0"
FIRSTFLOOR
22'-0"
DOUBLE INSULATEDPVC
WINDOW,TYP. PTD. WOOD TRIM
(N)LIGHTWEIGHTCONCRETE
ROOFTILESTOMATCH
EXISTINGONBUILDINGB
@PEAK
30'-0"
EXTERIORCEMENT
PLASTER
P#1
PTD. STEELCANOPY&
RAILING
P#3
PTD. STEELDOOR,TYP. P#2
WF#1
GL#1
P#4
EXTERIORCEMENT
PLASTEROVERFOAMTRIM
P#1
RT#1
GUTTERS&
DOWNSPOUTS
P#2
±0"
FIRSTFLOOR
PTD. WOODTRIM
(N)LIGHTWEIGHTCONCRETE
ROOFTILESTOMATCH
EXISTINGONBUILDINGB
OPEN
@PEAK
30'-0"
22'-0"
EXTERIORCEMENT
PLASTER
P#1
EXTERIORCEMENT
PLASTER
P#1
STONEVENEER
WAINSCOT
ST#1
PRECASTCAP
C#1
P#4
RT#1
GUTTERS&
DOWNSPOUTS
P#2
±0"
FIRSTFLOOR
22'-0"
(N)LIGHTWEIGHTCONCRETE
ROOFTILESTOMATCH
EXISTINGONBUILDINGB
OPEN
@PEAK
30'-0"
PTD. STEELCANOPY
P#3
EXTERIORCEMENT
PLASTER
P#1
PTD. STEEL
DOOR
P#2
STONEVENEER
WAINSCOT
ST#1
PRECASTCAP
C#1
RT#1
GUTTERS&
DOWNSPOUTS
P#2
MATERIALSSCHEDULE
KEY#
RT#1
C#1
C#2
GL#1
MF#1
P#1
P#2
P#3
P#4
ST#1
WF#1
LOCATION
ROOF
WALLCAP
CONCRETEPAVING&SIDEWALKS
DOORS&WINDOWS
BALCONY INTERMEDIATERAILING
EXTERIORWALLS&SOFFITS
EXTERIORDOORS
EXT. METALS,FENCE&CANOPIES
WOODROOFTRIM
BLDG. WAINSCOT&SITEWALLS
DOORS&WINDOWS
MATERIAL
LIGHTWEIGHTCONCRETETILE
PRECASTCONCRETE
CONCRETE
GLASS
METAL
PAINT
PAINT
PAINT
PAINT
STACKEDSTONEVENEER
VINYL
MANUFACTURER
TBD
ELDORADOSTONE
CONTRACTORSOURCED
ProSolarLOW-E
CONTRACTORSOURCED
DUNNEDWARDS
DUNNEDWARDS
TENEMEC
DUNNEDWARDS
NORSTONE
MILGARD
MODEL#
TOMATCHEXISTING
ACIDWASHED
ACIDWASHED
DUALGLAZED,TRIPLEAT
WESTSIDE
STAINLESSSTEEL
DEW391
DEC778
HIGHPERFORMANCE
DEC778
ROCKPANEL
TRIASSICV300
COLORNAME
TOMATCHEXISTING
MEDIUMGREY
NATURALGREY
CLEAR
STRANDEDCABLE
BOYSENBERRYSHADOW
BOXWOOD
MATCHP#2
BOXWOOD
CHARCOAL
BRONZE
K
SCALE:1/8"=1'-0"
EXTERIORELEVATION(BLDGA-1-EAST)
04'8'16'
M
SCALE:1/8"=1'-0"
EXTERIORELEVATION(BLDGA-1-WEST)
04'8'16'
N
SCALE: 1/8"=1'-0"
EXTERIORELEVATION(BLDGA-1-SOUTH)
04'8'16'
L
SCALE: 1/8"=1'-0"
EXTERIORELEVATION(BLDGA-1-NORTH)
04'8'16'
318
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AT
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Scale:
04.2 3.2
3 D
P 1S
T
S
U
B
MIT
TAL
01.08.2 4
D
P
2 N
D
S
U
B
MIT
TAL
2/28/25 10:52 A
M BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) A8000
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These drawings are the instruments of service
and are the property of 3sixty Architecture +
Design. All designs and other information
contained on these Drawings are for use on
the specified project and shall not be used on
other projects, or for additions to this project, or
for completion of this project by others without
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and consent of 3sixty Architecture + Design.
These drawings shall not be reproduced,
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1" ACTUAL
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A
L
B
A
N
Y
A
PA
R
T
M
E
N
T
S
2 9
2 9
&
2 9
3 1
A
L
B
A
N
Y
D
RIV
E,
O
X
N
A
R
D, C
A
9 3
0 3
3 AS NOTED
2'-11" OVERHANG
1'-3"
1'-4"
ATTIC
SPACE
EXTERIOR PLASTER
SOFFIT ATTACHED TO U/S
OF ROOF JOISTS
PAINTED 2X FASCIA
PAINTED METAL GUTTER
ASPHALT SHINGLES
PROFILED FOAM MOLDING
EXTERIOR CEMENT
PLASTER FINISH
4'-6"
8"
9'-5" A.F.F.
T.O. CHANNEL
PAINTED HANGAR
SUPPORT ROD
EXTERIOR CEMENT
PLASTER FINISH
PAINTED STEEL
CHANNEL
1/8" PAINTED STEEL PLATE
WELDED TO STEEL FRAME
2'-6" 2"
EXTERIOR CEMENT
PLASTER FINISH
PRECAST STONE CAP
STACKED STONE VENEER
2 2'-0"
8'-2" A.F.F.
T.O. CHANNEL
1/8" PAINTED STEEL PLATE
WELDED TO STEEL FRAME
PAINTED STEEL
CHANNEL
(E) ROOF & WALL
CONSTRUCTION
(N) ENTRY DOOR
1 2'-0"
8'-2" A.F.F.
T.O. CHANNEL
1/8" PAINTED STEEL PLATE
WELDED TO STEEL FRAME
PAINTED STEEL
CHANNEL
(E) ROOF & WALL
CONSTRUCTION
(N) WINDOW
4"
M
A
X
3'-6" MIN
BEAM PER STRUCTURAL
STAINLESS STEEL
TENSIONED CABLE
PAINTED METAL FASCIA
STAINLESS STEEL
TENSIONED CABLES
2 1/2" SQ. 10 GAUGE
PTD. STEEL HANDRAIL
2" SQ. 10 GAUGE
PTD. STEEL POST
@ 48" O.C. MAX.
FLEXIDECK TOPPING -
LIGHT GREY
EXTERIOR CEMENT
PLASTER
LAG SCREWS PER
STRUCTURAL
03 SCALE: 1 1/2"= 1'-0"
CORNICE DETAIL
05 SCALE: 3/4" = 1'-0"
CANOPY DETAIL - BLDGS A & A-1
01 SCALE: 1 1/2"= 1'-0"
WAINSCOT DETAIL
13 SCALE: 3/4" = 1'-0"
CANOPY DETAIL - BLDG B @ GRID 2
09 SCALE: 3/4" = 1'-0"
CANOPY DETAIL - BLDG B @ GRID 1
07 SCALE: 1 1/2"= 1'-0"
BALCONY RAIL DETAIL
319
G
SPublisherVersion2274.0.4.82
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DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A900 1 EXISTING SITE CONTEXT IMAGES
A
2/28/25 10:52 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
Thesedrawingsarethe instrumentsofservice
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Design.All designsandother information
containedontheseDrawingsareforuseon
thespecifiedprojectandshall notbeusedon
otherprojects,orforadditionstothisproject,or
forcompletionofthisprojectbyotherswithout
firstobtainingtheexpressedwrittenpermission
andconsentof3sixtyArchitecture+Design.
Thesedrawingsshall notbereproduced,
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1"ACTUAL IF THE ABOVE DIMENSIO
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DRAWINGWILLHAVEBEENENLARGED
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LABELEDSCALES.
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22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
A101
A101
2'-6"by6'-8"
W11
6'-0" by 4'-0"
A102
W12
1'-6"by1'-6"
W12
1'-6"by1'-6"
W12
1'-6"by1'-6"
W12
2'-0"by2'-0"
W12
2'-0"by2'-0"
W076'-0" by 4'-0"
W086'-0" by 4'-0" A
101
W04
6'-0"by4'-0" W0
4 6'-0"by4'-0"
W04
6'-0"by4'-0"W
04 6'-0"by4'-0"
W04
6'-0"by4'-0"
W04
6'-0"by4'-0"
W04
5'-3
7/8"
by4'-0"
W04
6'-0"by4'-0"
A101
AA110043
A103
A101
A101
A101
A101A101A101
A101
A103
W15
2'-0"by2'-0"
W15
2'-0"by2'-0"
W15
2'-0"by2'-0"
W09
6'-0"by4'-0"
W09
6'-0"by4'-0"
A101
W10
9'-0"by4'-6"
W15
2'-0"by2'-0"
A101
2'-6"by6'-8"
W15
2'-0"by2'-0"
W15
2'-0"by2'-0"W
15 2'-0"by2'-0"W
15 2'-0"by2'-0"
A101
2'-6"by6'-8"
A101
2'-6"by6'-8"
A101
2'-6"by6'-8"
A101
2'-6"by6'-8"
W04
6'-0" by 3'-6"
W04
6'-0" by 3'-6"
W04
6'-0" by 3'-6"
A101
W15
2'-0"by2'-0"W
15 2'-0"by2'-0"
A101
2'-6"by6'-8"
A101
2'-6"by6'-8"
W056'-0" by 4'-0" W06
6'-0" by 4'-0"
ALBANY DRIVE
ECHANNEL ISLANDSBLVD
CD
A
B
LOTS51&52AL
LEY
LOT53
NORTH
1 SCALE:1"=40'
STREETVIEWSKEYMAP
020'40'80'
A
EXISTINGALBANYDRIVELOOKINGWEST
B
EXISTINGALBANYDRIVELOOKINGEAST
C
EXISTINGECHANNEL ISLANDSBLVDLOOKINGSOUTH
D
EXISTINGECHANNEL ISLANDSBLVDLOOKINGNORTH
320
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DIRECT: 805-265-0709
CELL: 8 0 5 - 217- 976 4
DATE REVISIONS Da
te: Job: DATE REVISIONS Scale: ASSESSOR PARCEL NUMBER: 221-0-061-195 04.23.23 DP 1ST SUBMITTAL 03.25.24 DP 2ND SUBMITTAL A9002 IMAGES A 2/28/25 10:52 AM BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) PlottedOn:2/28/25
Thesedrawingsarethe instrumentsofservice
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containedontheseDrawingsareforuseon
thespecifiedprojectandshall notbeusedon
otherprojects,orforadditionstothisproject,or
forcompletionofthisprojectbyotherswithout
firstobtainingtheexpressedwrittenpermission
andconsentof3sixtyArchitecture+Design.
Thesedrawingsshall notbereproduced,
changed,orcopied inanyformwhatsoever
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permissionandconsentof3sixtyArchitecture+
Design,noraretheytobeassignedtoany
thirdpartywithoutwrittenpermissionand
consent.
Copyright:3sixtyArchitecture+Design
All RightsReserved
1"ACTUAL IF THE ABOVE DIMENSIO
NDOESNOT
MEASUREONE INCH(1")EXACTLY,THIS
DRAWINGWILLHAVEBEENENLARGED
ORREDUCED,AFFECT I NGALL
LABELEDSCALES.
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2/28/25
22-39
ALBANY APARTMENTS
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033
ASNOTED
02 SCALE:1:200
VIEWFROMCHANNEL ISLANDSBLVD
03 SCALE: 1:200
VIEWFROMALBANYDRIVE
01 SCALE:1:100
VIEWFROMCORNER
04 SCALE:1:125
TYPICALBUILDINGAUNITS
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Date:
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REVISIONS DATE
Job:
Drawn:
BIMcloud: 3sixtyarch - BIMcloud Software as a Service/22-39 Allen (2929 & 2931 Albany Drive)/22-39 Allen (2929 & 2931 Albany Drive) 2/28/25 10:52 AM 1" ACTUAL
MB-A1
2/28/25
AS NOTED
MATERIALS BOARD (OPT A)
ALBANY APARTMENTS
1" ACTUAL
2929 & 2931 ALBANY DRIVE,
OXNARD, CA 93033 APlotted On: 2/28/25
These drawings are the instruments of service and are the property of 3sixty Architecture + Design. All designs and other information contained on these Drawings are for use on the specified project and shall not be used on other projects, or for additions to this project, or for completion of this project by others without first obtaining the expressed written permission and consent of 3sixty Architecture + Design. These drawings shall not be reproduced, changed, or copied in any form whatsoever without first obtaining the expressed written permission and consent of 3sixty Architecture + Design, nor are they to be assigned to any third party without written permission and consent.
Copyright: 3sixty Architecture + Design
All Rights Reserved www.3sixtyArchitecture.com
IF THE ABOVE DIMENSION DOES NOT
MEASURE ONE INCH (1") EXACTLY, THIS
DRAWING WILL HAVE BEEN ENLARGED
O R R E D U C E D , AF FE C T I N G AL L
LABELED SCALES.
XX
22-39
ST#1 STONE VENEER
NORSTONE - ROCK PANEL
P#1 PAINT - EXT. WALLS & SOFFITS
DUNN EDWARDS - BOYSENBERRY SHADOW
DEW391
P#2 PAINT - EXT DOORS
DUNN EDWARDS - BOXWOOD
DEC778
RT#1 ROOF - LIGHTWEIGHT CONCRETE TILES
MATCH EXISTING BUILDING B
WF#1 VINYL - WINDOWS AND PATIO DOORS
MILGARD TRIASSIC V300 - BRONZE
P#3 PAINT - EXT. METALS & CANOPIES
TENEMEC - TO MATCH P#2
C#1, C#2 CONCRETE PAVING & PRECAST WALL CAPS
ACID WASHED - NATURAL GREY
P#4 PAINT - WOOD TRIM
DUNN EDWARDS - BOXWOOD
DEC778
322
◊
◊
◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊
E CHANNEL ISLANDS BLVD ALBANY DRIVE
29.6 29.6
30.3 31.7
32.6 32.3
31.7 29.2
30.6 32.4
33.1 33.8
32.3 31.4
32.8 33.4
30.9 31.7
30.7 30.6
31.4 31.3
30.5 33.2
32.3 30.8
30.9 29.4
30.6 30.1 29.8
32.9 32.5
33.5 33.3
30.7 WTR
WTR WTR
33.7 CLEAN OUT
31.62 FS
33.84 FINISH FLOOR
FLAG
POLE
31.8 CLEAN OUT
31.32 FS
TREE 6"
TREE 6"
TREE 8"
TREE 12"
TREE 8" TREE 6" TREE 6"
36"
PINE
TREE
TREE 24"
TREE 24"
TREE 12"
TREE 8"
TREE 18"
32.25 WATER
METER
30.02 WATER VALVE
29.24 TC
28.99 FL
29.12 EG
29.65 TC
29.16 FL
29.26 EG
29.58 TC
29.13 FL
29.12 EG
29.32 TC
28.93 FL
28.99 EG
29.39 TC
28.92 FL
28.98 EG
29.36 TC
28.84 FL
29.03 EG
29.38 TC
28.91 FL
28.96 EG
29.35 TC
28.90 FL
28.96 EG
29.34 TC
28.86 FL 28.94 EG
29.25 TC
28.77 FL 28.89 EG
28.92 FL
28.98 EG
32.45 TC
32.14 FL 31.94 TC
31.52 FL
32.06 TC
31.54 FL
32.50 TC
32.01 FL 32.43 TC
31.93 FL
31.93 TC
32.41 FL
32.40 TC
31.89 FL
32.68 TC
32.27 FL
31.82 TC
32.31 FL
32.17 TC
31.61 FL
32.09 TC
31.35 FL
32.26 TC
30.02 FL
30.26 TC
29.87 FL
29.72 EG
29.67 FL
29.72 EG
29.99 FS
30.66 TW
29.49 FS
30.97 TW
30.6 FG
29.62 FS
30.99 TW
30.7 FG
29.55 FS
30.97 TW
30.8 FG
30.70 FS
30.94 TW
30.8 FG
29.62 FS
30.99 TW
30.7 FG
30.7 FG
30.96 TW
29.51 FS 30.6 FG
30.89 TW
30.6 FG
32.78 TC
32.32 FL
32.77 TC
32.27 FL
32.77 TC
32.24 FL 32.31 TC
31.96 FL
32.04 TC
31.59 FL
29.66 EG 29.63 FL 29.64 EG
29.65 EG 29.61 FL 29.63 EG
29.51 EG 29.43 FL 29.45 EG
29.50 EG 29.46 FL 29.52 EG
30.40 FS 30.55 FS
30.44 FS 30.57 FS
30.64 FS
30.62 FS
30.32 FS
29.91 FS
29.98 FS
30.02 FS
30.18 FS
29.67 FS
29.83 FS
29.57 FS
29.72 FS
30.36 FS
30.50 FS
30.8 30.7
30.3 30.3
30.5 31.0
30.6 30.6
30.8 30.7
31.1 30.6
31.6 31.3 30.9 30.5
31.1 31.0
29.41 FS
29.44 FS
29.46 FS
29.35 FS
29.38 FS
29.39 FS
29.46 FS
29.44 FS
29.55 FS
29.57 FS
29.58 FS
29.61 FS
29.60 FS
29.60 FS
29.62 FS
29.65 FS
29.68 FS
29.73 FS
29.97 FS 29.96 FS 29.80 FS
31.6 31.2
30.6 30.4 30.7
30.6 30.56 FS 30.7
29.47 FS
32.19 FS
31.93 FS
33.07 FS
32.30 FS 33.50 FS
29.98 FS
29.95 FS
30.07 FS30.32 FS
29.90 FS
29.90 FS
29.61 EG
29.58 FL
29.51 EG
29.68 EG
29.64 FL
29.64 EG
4" BOLLARD
(TYPICAL)
4" BOLLARD
(TYPICAL)
31.0 31.3
29.82 FS
33.60 FS
EXISTING
BUILDING
30 30
30 30
30 30
30 30
30 30
33.91 FF 32.47
32.88 FF
FF
33.88 FF
33.75 FF
33.79 FF
33.41 C/O
33.65 C/O
32.73 C/O
BUILDING
EXISTING
BUILDING
EXISTING
ALLEY
ALLEY
32.16 FS
0 CURB
32.14 FS
0 CURB
30' 30'
60' 42' 110' 10' 10' 20'
N89°58'00"E 213.97'
∆=90°00'16"
R=25.00'
L=39.27 S0°02'00"E 116.89'
∆=3°02'36"
R=529.51'
L=28.13
S89°58'00"W 184.12'
∆
=
8°27'36" R
=
905.40' L
=
13 .69' S21°17'55"E 45.38'
S34°20'02"W 16.94'
S89°58'00"W 141.32'
S75°34'20"W 129.74'
S21°17'55"E 109.37'
∆
=
9°11'12" R
=
5 3
0.0 0' L=
8 4.9
8' 6' PUBLIC UTILITY EASEMENT
6' PUBLIC UTILITY EASEMENT
WTR WTR
10 10
11 11
12 14
16 17
15' WATER LINE,
FIRE HYDRANT AND
APPURTENANT FACILITIES
EASEMENT
(8" VCP)
(8" VCP) 5' 6'
SPOT ELEVATION 1245.4
CENTER LINE
PROPERTY LINE
INDEX CONTOUR
CONTOUR
FENCE
RETAINING WALL
WALL
MANHOLE
UTILITY POLE
SIGNS
POST
VALVE
ELECTRICAL METER
GAS METER GAS
ELEC
CLEAN OUT/RO RISER
UTILITY
FLAG POLE
AREA LIGHT
STREET LIGHT
PEDESTRIAN SIGNAL
GATE
BUILDING
GRASS
TREE
PALM TREE
PACIFIC COAST CIVIL, INC.
30141 AGOURA ROAD, SUITE 200
AGOURA HILLS, CA 91301
PH: (818) 865-4168
www.PacificCoastCivil.com
SHEET: 1 OF 1 PLOT DATE:
OWNER/DEVELOPER:
JAMES ALLEN
[email protected]
PREPARED BY:
VICINITY MAP
N.T.S.
SCALE: 1" = 20'
0 20 40 60
PROJECT SITE
Q:\OXNARD\22-1793 2929-2931 ALBANY DR\SURVEY\22-1793 X_BASETOPO.DWG 8.28.2024 August 28, 2024
BENCHMARK:
DESIGNATION: 21-246
NEAREST TOWN: OXNARD
CHARACTER OF MARK: A DISK
ESTABLISHED BY: COUNTY OF VENTUREA
DATE: 1968
HIGHWAY: CHANNEL ISLANDS BOULEVARD
ELEVATION: 31.913 FT
DESCRIPTION: A BRASS DISK SET FLUSH IN THE MIDDLE OF CURVE
OF CONCRETE CURB RETURN AT THE SOUTHWEST CORNER OF
CHANNEL ISLANDS BOULEVARD AND ALBANY DRIVE
TOPOGRAPHIC SURVEY
ALBANY DRIVE
2929-2931 ALBANY DR.
OXNARD, CA 93033
APNs: 221-0-061-195, 221-0-061-035
TRACT No.1570-1
43 M.R. 57
SHEET 2 OF 3
E CHANNEL ISLANDS BLVD
LARK ST CIRCLE DR PAULA ST FOURNIER ST
ALBANY DR
E POPLAR ST CLOYNE ST
DE ANZA
LA CANADA AVE
TAMARAC ST
TRINIDAD WAY PAULA ST S CLINTON ST DENVER PL SEQUOIA ST
CHEYENNE WAY
GISLER AVE
ALBANY DR
EASEMENTS:
8. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT:
PURPOSE: UTILITIES AND DRAINAGE FACILITIES
RECORDING DATE: DECEMBER 28, 1964
RECORDING NO.: BOOK 2698, PAGE 471, OF OFFICIAL RECORDS AFFECTS: BLANKET IN NATURE
10. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: GENERAL TELEPHONE COMPANY
PURPOSE: PUBLIC UTILITIES
RECORDING DATE: JUNE 1, 1965
RECORDING NO.: BOOK 2799, PAGE 33, OF OFFICIAL RECORDS
AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
11. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: SOUTHERN CALIFORNIA EDISON COMPANY
PURPOSE: PUBLIC UTILITIES
RECORDING DATE: SEPTEMBER 16, 1965
RECORDING NO.: BOOK 2863, PAGE 107, OF OFFICIAL RECORDS AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
12. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: CITY OF OXNARD
PURPOSE: PUBLIC ROAD AND/OR HIGHWAY
RECORDING DATE: APRIL 14, 1966
RECORDING NO.: BOOK 2973, PAGE 493, OF OFFICIAL RECORDS AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
14. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: CITY OF OXNARD
PURPOSE: WATER LINE, FIRE HYDRANT AND APPURTENANT FACILITIES RECORDING DATE: JULY 1, 1986
RECORDING NO.: 1986-083754, OF OFFICIAL RECORDS
AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
16. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: CITY OF OXNARD
PURPOSE: ROAD
RECORDING DATE: JULY 17, 1987
RECORDING NO.: 1987-115403, OF OFFICIAL RECORDS
AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
17. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: SOUTHERN CALIFORNIA EDISON COMPANY
PURPOSE: PUBLIC UTILITIES
RECORDING DATE: JULY 23, 1987
RECORDING NO.: 1987-118892, OF OFFICIAL RECORDS
AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
LEGEND
323
◊
◊
◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊
E CHANNEL ISLANDS BLVD ALBANY DRIVE
29.6 29.6
30.3 31.7
32.6 32.3
31.7 29.2
30.6 32.4
33.1 33.8
32.3 31.4
32.8 33.4
30.9 31.7
30.7 30.6
31.4 31.3
33.2 32.3
30.8 30.9
29.4 30.1 29.8
32.9 32.5
33.5 33.3
30.7 WTR
WTR WTR
33.7 CLEAN OUT
31.62 FS
33.84 FINISH FLOOR
FLAG
POLE
31.8 CLEAN OUT
31.32 FS
TREE 6"
TREE 6"
TREE 8"
TREE 12"
TREE 8" TREE 6" TREE 6"
36"
PINE
TREE
TREE 24"
TREE 24"
TREE 12"
TREE 8"
TREE 18"
32.25 WATER
METER
30.02 WATER VALVE
29.24 TC
28.99 FL
29.12 EG
29.65 TC
29.16 FL
29.26 EG
29.58 TC
29.13 FL
29.12 EG
29.32 TC
28.93 FL
28.99 EG
29.39 TC
28.92 FL
28.98 EG
29.36 TC
28.84 FL
29.03 EG
29.38 TC
28.91 FL
28.96 EG
29.35 TC
28.90 FL
28.96 EG
29.34 TC
28.86 FL 28.94 EG
29.25 TC
28.77 FL 28.89 EG
28.92 FL
28.98 EG
32.45 TC
32.14 FL 31.94 TC
31.52 FL
32.06 TC
31.54 FL
32.50 TC
32.01 FL 32.43 TC
31.93 FL
31.93 TC
32.41 FL
32.40 TC
31.89 FL
32.68 TC
32.27 FL
31.82 TC
32.31 FL
32.17 TC
31.61 FL
32.09 TC
31.35 FL
32.26 TC
30.02 FL
30.26 TC
29.87 FL
29.72 EG
29.67 FL
29.72 EG
29.99 FS
30.66 TW
29.49 FS
30.97 TW
30.6 FG
29.62 FS
30.99 TW
30.7 FG
29.55 FS
30.97 TW
30.8 FG
30.70 FS
30.94 TW
30.8 FG
29.62 FS
30.99 TW
30.7 FG
30.7 FG
30.96 TW
29.51 FS 30.6 FG
30.89 TW
30.6 FG
32.78 TC
32.32 FL
32.77 TC
32.27 FL
32.77 TC
32.24 FL 32.31 TC
31.96 FL
32.04 TC
31.59 FL
29.66 EG 29.63 FL 29.64 EG
29.65 EG 29.61 FL 29.63 EG
29.51 EG 29.43 FL 29.45 EG
29.50 EG 29.46 FL 29.52 EG
30.40 FS 30.55 FS
30.44 FS 30.57 FS
30.64 FS
30.62 FS
30.32 FS
29.91 FS
29.98 FS
30.02 FS
30.18 FS
29.67 FS
29.83 FS
29.57 FS
29.72 FS
30.36 FS
30.50 FS
30.8 30.7
30.3 30.3
30.5 31.0
30.6 30.6
30.8 30.7
31.1 30.6
31.6 31.3 30.9 30.5
31.1 31.0
29.41 FS
29.44 FS
29.46 FS
29.35 FS
29.38 FS
29.39 FS
29.46 FS
29.44 FS
29.55 FS
29.57 FS
29.58 FS
29.61 FS
29.60 FS
29.60 FS
29.62 FS
29.65 FS
29.68 FS
29.73 FS
29.97 FS 29.96 FS 29.80 FS
31.6 31.2
30.6 30.4 30.7
30.6 30.56 FS 30.7
29.47 FS
32.19 FS
31.93 FS
33.07 FS
32.30 FS 33.50 FS
29.98 FS
29.95 FS
30.07 FS30.32 FS
29.90 FS
29.90 FS
29.61 EG
29.58 FL
29.51 EG
29.68 EG
29.64 FL
29.64 EG
4" BOLLARD
(TYPICAL)
4" BOLLARD
(TYPICAL)
31.0 31.3
29.82 FS
33.60 FS
EXISTING
BUILDING
30 30
30 30
30 30
30 30
30 30
33.91 FF 32.47
32.88 FF
FF
33.88 FF
33.75 FF
33.79 FF
33.41 C/O
33.65 C/O
32.73 C/O
BUILDING
EXISTING
BUILDING
EXISTING
ALLEY
ALLEY
32.16 FS
0 CURB
32.14 FS
0 CURB
30' 30'
60' 42' 110' 10' 10' 20'
S89°58'00"W 184.12'
S34°20'02"W 16.94'
S89°58'00"W 141.32'
S21°17'55"E 109.37' 6' PUBLIC UTILITY EASEMENT TO BE VACATED 6' PUBLIC UTILITY EASEMENT TO BE PROTECTED IN PLACE
WTR WTR
10 10
11 11
12 14
16 17
15' WATER LINE,
FIRE HYDRANT AND
APPURTENANT FACILITIES
EASEMENT TO BE VACATED
(8" VCP)
(8" VCP) 5' 6' 6' PUBLIC UTILITY EASEMENT TO BE VACATED S89°58'00"W 213.97' ∆=90°00'0 " R=25.00' L=39.27' N0°02'00"W 116.89' ∆
=14°2
3'4
2" R
=
5 3
0.0 0' L
=13
3.16'
N75°34'20"E
149.88' 196.58'
S21°17'55"E
∆
=
8°27'38" R
=
905.40' L
=
13 .70' 20' PUBLIC ROAD EASEMENT TO BE VACATED
20' EXISTING ALLEY TO BE VACATED
EXISTING PARCEL TO
BE QUITCLAIMED
EXISTING STRUCTURE
TO BE PARTIALLY
DEMOLISHED EXISTING STRUCTURE
TO BE DEMOLISHED
EXISTING
ALLEY
PROPOSED
EXISTING
26' PROPOSED ALLEY EASEMENT
13'
13'
26'
15' PROPOSED
PUBLIC WATER UTILITY EASEMENT
6' PUBLIC UTILITY EASEMENT TO BE PROTECTED IN PLACE
PROPOSED PARCEL
1.3 ACRES
PROPOSED PARCEL
1.3 ACRES
SPOT ELEVATION 1245.4
CENTER LINE
PROPERTY LINE
INDEX CONTOUR
CONTOUR
FENCE
RETAINING WALL
WALL
MANHOLE
UTILITY POLE
SIGNS
POST
VALVE
ELECTRICAL METER
GAS METER GAS
ELEC
CLEAN OUT/RO RISER
UTILITY
FLAG POLE
AREA LIGHT
STREET LIGHT
PEDESTRIAN SIGNAL
GATE
BUILDING
GRASS
TREE
PALM TREE
VICINITY MAP
N.T.S.
PROJECT SITE
BENCHMARK:
DESIGNATION: 21-246
NEAREST TOWN: OXNARD
CHARACTER OF MARK: A DISK
ESTABLISHED BY: COUNTY OF VENTUREA
DATE: 1968
HIGHWAY: CHANNEL ISLANDS BOULEVARD
ELEVATION: 31.913 FT
DESCRIPTION: A BRASS DISK SET FLUSH IN THE MIDDLE OF CURVE
OF CONCRETE CURB RETURN AT THE SOUTHWEST CORNER OF
CHANNEL ISLANDS BOULEVARD AND ALBANY DRIVE
E CHANNEL ISLANDS BLVD
LARK ST CIRCLE DR PAULA ST FOURNIER ST
ALBANY DR
E POPLAR ST CLOYNE ST
DE ANZA
LA CANADA AVE
TAMARAC ST
TRINIDAD WAY PAULA ST S CLINTON ST DENVER PL SEQUOIA ST
CHEYENNE WAY
GISLER AVE
ALBANY DR
EASEMENTS:
8. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO AS SET FORTH IN A DOCUMENT:
PURPOSE: UTILITIES AND DRAINAGE FACILITIES
RECORDING DATE: DECEMBER 28, 1964
RECORDING NO.: BOOK 2698, PAGE 471, OF OFFICIAL RECORDS AFFECTS: BLANKET IN NATURE
10. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: GENERAL TELEPHONE COMPANY
PURPOSE: PUBLIC UTILITIES
RECORDING DATE: JUNE 1, 1965
RECORDING NO.: BOOK 2799, PAGE 33, OF OFFICIAL RECORDS
AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
11. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: SOUTHERN CALIFORNIA EDISON COMPANY
PURPOSE: PUBLIC UTILITIES
RECORDING DATE: SEPTEMBER 16, 1965
RECORDING NO.: BOOK 2863, PAGE 107, OF OFFICIAL RECORDS AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
12. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: CITY OF OXNARD
PURPOSE: PUBLIC ROAD AND/OR HIGHWAY
RECORDING DATE: APRIL 14, 1966
RECORDING NO.: BOOK 2973, PAGE 493, OF OFFICIAL RECORDS AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
14. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: CITY OF OXNARD
PURPOSE: WATER LINE, FIRE HYDRANT AND APPURTENANT FACILITIES RECORDING DATE: JULY 1, 1986
RECORDING NO.: 1986-083754, OF OFFICIAL RECORDS
AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
16. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: CITY OF OXNARD
PURPOSE: ROAD
RECORDING DATE: JULY 17, 1987
RECORDING NO.: 1987-115403, OF OFFICIAL RECORDS
AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
17. EASEMENT(S) FOR THE PURPOSE(S) SHOWN BELOW AND RIGHTS INCIDENTAL THERETO, AS GRANTED IN A DOCUMENT:
GRANTED TO: SOUTHERN CALIFORNIA EDISON COMPANY
PURPOSE: PUBLIC UTILITIES
RECORDING DATE: JULY 23, 1987
RECORDING NO.: 1987-118892, OF OFFICIAL RECORDS
AFFECTS: SAID LAND MORE PARTICULARLY DESCRIBED THEREIN
LEGEND
TENTATIVE PARCEL MAP 24-300-03
OXNARD, CALIFORNIA
A.P.N.: 221-0-061-195, 221-0-061-035
DESCRIPTION BY
REVISIONS
ACCEPTED BY:
DRAWING
NUMBER
VERT. SHEET No. OF
SCALE:
DRAWN BY:
CHECKED BY:
DATE
DATE
HORIZ.
Development Services Department
MARK DATE
REVIEWED BY:
PREPARED BY: CIVIL ENGINEER: TENTATIVE PARCEL MAP
1 CITY ENGINEER R.C.E. DATE
RICHARD E. DOSS R.C.E. C48987
PLANS PREPARED UNDER THE DIRECTION OF:
DATE
PACIFIC COAST CIVIL, INC.
30141 AGOURA ROAD, SUITE 200
AGOURA HILLS, CA 91301
PH: (818) 865-4168
FAX: (818) 865-4198
DIAL TOLL FREE
UNDERGROUND SERVICE ALERT(USA) OF SOUTHERN CALIFORNIA
AT LEAST TWO DAYS
BEFORE YOU DIG
1-800-422-4133
SCALE: 1" = 20'
0 20 40 60
No. C48987
Exp. 9-30-26
REGISTERED PROFESSIONAL ENGINEERRICHARD E. DOS
ST A TE OF CALIFORNIA C I V I L
4 PLOT DATE:
Q:\OXNARD\22-1793 2929-2931 ALBANY DR\ENG\GRADING\22-1793 SHEET 1_EASEMENTS.DWG 22-1793 2.20.2025
APRIL 2023
2/20/25
324
◊
◊
◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊
29.6 29.6
30.3 31.7
32.6 32.3
31.7 29.2
30.6 32.4
33.1 33.8
33.5 32.3
31.4 31.3
32.8 33.4
30.9 31.7
30.7 30.6
31.4 31.3
33.2 32.3
30.8 30.9
29.4 30.6
30.1 29.8
32.9 32.5
33.5 33.3
30.7 WTR
WTR WTR
33.7 CLEAN OUT
31.62 FS
33.84 FINISH FLOOR
FLAG
POLE
31.8 CLEAN OUT
31.32 FS
TREE 6"
TREE 6"
TREE 8"
TREE 12"
TREE 8" TREE 6" TREE 6"
36"
PINE
TREE
TREE 24"
TREE 24"
TREE 12"
TREE 8"
TREE 18"
32.25 WATER
METER
30.02 WATER VALVE
29.24 TC
28.99 FL
29.12 EG
29.65 TC
29.16 FL
29.26 EG
29.58 TC
29.13 FL
29.12 EG
29.32 TC
28.93 FL
28.99 EG
29.39 TC
28.92 FL
28.98 EG
29.36 TC
28.84 FL
29.03 EG
29.38 TC
28.91 FL
28.96 EG
29.35 TC
28.90 FL
28.96 EG
29.34 TC
28.86 FL 28.94 EG
29.25 TC
28.77 FL 28.89 EG
28.92 FL
28.98 EG
32.45 TC
32.14 FL 31.94 TC
31.52 FL
32.06 TC
31.54 FL
32.50 TC
32.01 FL 32.43 TC
31.93 FL
31.93 TC
32.41 FL
32.40 TC
31.89 FL
32.68 TC
32.27 FL
31.82 TC
32.31 FL
32.17 TC
31.61 FL
32.09 TC
31.35 FL
32.26 TC
30.02 FL
30.26 TC
29.87 FL
29.72 EG
29.67 FL
29.72 EG
29.99 FS
30.66 TW
29.49 FS
30.97 TW
30.6 FG
29.62 FS
30.99 TW
30.7 FG
29.55 FS
30.97 TW
30.8 FG
30.70 FS
30.94 TW
30.8 FG
29.62 FS
30.99 TW
30.7 FG
30.7 FG
30.96 TW
29.51 FS 30.6 FG
30.89 TW
30.6 FG
32.78 TC
32.32 FL
32.77 TC
32.27 FL
32.77 TC
32.24 FL 32.31 TC
31.96 FL
32.04 TC
31.59 FL
29.66 EG 29.63 FL 29.64 EG
29.65 EG 29.61 FL 29.63 EG
29.51 EG 29.43 FL 29.45 EG
29.50 EG 29.46 FL 29.52 EG
30.40 FS 30.55 FS
30.44 FS 30.57 FS
30.64 FS
30.62 FS
30.32 FS
29.91 FS
29.98 FS
30.02 FS
30.18 FS
29.67 FS
29.83 FS
29.57 FS
29.72 FS
30.36 FS
30.50 FS
30.8 30.7
30.3 30.3
30.5 31.0
30.6 30.6
30.8 30.7
31.1 30.6
31.6 31.3 30.9 30.5
31.1 31.0
29.41 FS
29.44 FS
29.46 FS
29.35 FS
29.38 FS
29.39 FS
29.46 FS
29.44 FS
29.55 FS
29.57 FS
29.58 FS
29.61 FS
29.60 FS
29.60 FS
29.62 FS
29.65 FS
29.68 FS
29.73 FS
29.97 FS 29.96 FS 29.80 FS
31.6 31.2
30.6 30.4 30.7
30.6 30.56 FS 30.7
29.47 FS
32.19 FS
31.93 FS
33.07 FS
32.30 FS 33.50 FS
29.98 FS
29.95 FS
30.07 FS30.32 FS
29.90 FS
29.90 FS
29.61 EG
29.58 FL
29.51 EG
29.68 EG
29.64 FL
29.64 EG
4" BOLLARD
(TYPICAL)
4" BOLLARD
(TYPICAL)
31.0 31.3
29.82 FS
33.60 FS
EXISTING
BUILDING
30 30
30 30
30 30
30 30
30 30
33.91 FF 32.47
32.88 FF
FF
33.88 FF
33.75 FF
33.79 FF
33.41 C/O
33.65 C/O
32.73 C/O
BUILDING
EXISTING
BUILDING
EXISTING
32.16 FS
0 CURB
32.14 FS
0 CURB
30' 30'
60' 42' 110' 10' 10' 20'
WTR WTR
(8" VCP)
(8" VCP)
1.5%
GRADE BREAK
1.5%
26' PROPOSED
ALLEY
3'
4'
1'
3'
5'
1'
VENTURA COUNTY RAILWAY CO
BUILDING B
FF= 33.91
PAD= 33.21
BUILDING A
FF= 33.70
PAD= 33.0
BUILDING A
FF= 33.70
PAD= 33.0
BUILDING A-1
FF= 33.00
PAD= 32.3
1.5%
VARIES
2% 0.5%
4.8% 4.8%
2%
2%
2%
1% 2%2% 2% 1% 0.5%0.5% 1.73%
VARIES
GB
2%
GB 0.5%
2%
2%
GB
GB
2%
1.7%
17' 9'
2%
1%
1%
2%
2%
3.4%
GB
2%
8%
2%
2%
2%
7% 3%
2% 2%2% 2%2%
2%
2%
30'
60'
30' 110' 42'
ALLEY ALBANY DRIVE
E CHANNEL ISLANDS BLVD
4.8% 9' 8'
S89°58'00"W 213.97' ∆=90°00'0 " R=25.00' L=39.27' N0°02'00"W 116.89' ∆
=14°2
3'4
2" R
=
5 3
0.0 0' L
=13
3.16'
N75°34'20"E
149.88' 196.58'
S21°17'55"E
∆
=
8°27'38" R
=
905.40' L
=
13 .70' 109.37'
18' 9' 17'
9' 15'
33.23 FS
33.25 FS
32.80 TG
32.07 INV
32.90 FS
33.08 FS
33.12 FS
(30.40) FS
32.75 TG
31.53 INV
32.75 TG
31.42 INV
32.75 TG
31.66 INV
32.75 TG
31.78 INV
32.75 TG
31.89 INV
33.30 FS
33.32 FS
32.75 TG
31.37 INV
31.70TC
31.20FS 31.30TC
30.80FS
(29.8)
FS
EXISTING
PROPERTY LINE WALL TO REMAIN
33.60TC
33.10FS
33.60TC
33.10FS
33.60TC
33.10FS
33.60TC
33.10FS
33.60TC
33.10FS
33.60TC
33.10FS
33.60TC
33.10FS
33.60TC
33.10FS 33.09TC
32.59FS
32.94TC
32.44FS
33.60TC
33.10FS
33.60 FS
33.60TC
33.10FS 32.75TC
32.25FS
32.72TC
32.22FS
32.70TC
32.20FS
33.36TC
32.86FS
33.30TC
32.80FS 33.30TC
32.80FS
33.30TC
32.80FS 33.60TC 33.10FS 33.60TC 33.10FS 33.60TC 33.10FS
33.24TC
32.74FS
32.50 FS
33.60 FS
32.70 FS
33.00TC
32.50FS
32.90TC
32.40FS
32.61TC
32.11FS
32.58TC
32.08FS 32.90TC
32.40FS
32.90TC
32.40FS
32.90TC
32.40FS
32.50TC
32.00FS
32.90TC
32.40FS
32.90TC
32.40FS
32.80TC
32.30FS
32.90TC
32.40FS
31.78TC
31.28FS
31.57TC
31.07FS
32.26TC
31.76FS
32.80 FS
32.50 FS
0" C.F.
32.90 FS
32.95 FS
32.90 FS
32.75 FS
32.90 FS
32.95 HP
32.90 FS
31.18 FS
30.00 FS
±29.7 FG
30.75TC
30.25FS
31.40TC
30.90FS 30.48
FS
31.76 FS/GB
31.80 FS
32.75 FS
32.08 FS
30.56 FS 30.52 FS 30.62
FS
32.65 FS/GB
30.9431.72 FS
FS/GB
(33.88)
FF
33.70 FS
32.75 TG
31.75 INV
32.95 TG
31.55 INV
32.90 TG
31.25 INV
32.95 TG
31.70 INV 32.95 TG 32.90 TG 31.70 INV
30.30 INV 32.85 TG 30.11 INV 33.10 FG
33.70 FS
33.80 FS
33.62 FS
33.54 FS
33.58 FS
33.58 FS
33.54 FS
33.54 FS
33.58 FS 33.54 FS
32.98 FS
33.10 FS
33.80 FS
33.54 FS EXISTING
WATER
METER
EXISTING
WATER
METER
EXISTING
FH
FIRE RISER
29.99 TG
29.1 INV.
(29.53) 33.13 FS
FS
29.63 FS
32.65FG
28.65INV IN
32.65TG 32.00INV OUT
28.65 INV IN
28.84 INV
31.22 INV OUT
3 3
3 14
11 4
11 11
13 4
3 4
3 3
3 8
1 4
11 4
6 25
2 6
9 1
2 6
5 1
15 3
3 3
3 3
16 16
16 16
16 16
16 21
10 10
7 14
14 14
14 19
19 21
4 4
22 26
24 12
27 20
24 8
23 23
23 23
23 23
16 21
20 3 32.87 TG 30.21 INV
16 16
26 26
26 16
32.90 TG
30.75 INV
UNDERGROUND
INFILTRATION BASIN
SURFACE AREA: 2,790 SQ.FT.
TOP BMP: 29.15
BOT BMP: 27.15
18 18
18 8
33.11 TG
30.75 INV 16
32.96 TG
31.15 INV
16 32.95 TG
31.29 INV
16 33.15 TG
31.64 INV 16
24 27.15BOT 30.15TOP
28 27.15BOT
30.15TOP
12 33.60TC
33.10FS
4' 18'
9' 8' 9' MOTOR
30 29
29 28
32.80TG
27.15INV
33.00TG
27.15INV
TYP.
32.65 FG
TENTATIVE PARCEL MAP 24-300-03
OXNARD, CALIFORNIA
A.P.N.: 221-0-061-195, 221-0-061-035
DESCRIPTION BY
REVISIONS
ACCEPTED BY:
DRAWING
NUMBER
VERT. SHEET No. OF
SCALE:
DRAWN BY:
CHECKED BY:
DATE
DATE
HORIZ.
Development Services Department
MARK DATE
REVIEWED BY:
PREPARED BY: CIVIL ENGINEER:
PRECISE GRADING PLAN
2 CITY ENGINEER R.C.E. DATE
RICHARD E. DOSS R.C.E. C48987
PLANS PREPARED UNDER THE DIRECTION OF:
DATE
PACIFIC COAST CIVIL, INC.
30141 AGOURA ROAD, SUITE 200
AGOURA HILLS, CA 91301
PH: (818) 865-4168
FAX: (818) 865-4198
DIAL TOLL FREE
UNDERGROUND SERVICE ALERT(USA) OF SOUTHERN CALIFORNIA
AT LEAST TWO DAYS
BEFORE YOU DIG
1-800-422-4133
NG NATURAL GRADE
LIGHT DELINEATION SHOWN HEREON INDICATES EXISTING
BOLD DELINEATION SHOWN HEREON INDICATES PROPOSED CONST. (E) EXISTING
CF
DCD
CB
CONC
AL
AC
BFD
BW
LEGEND:
ASPHALT
CONCRETE
CURB FACE
DOUBLE CHECK DETECTOR
AREA LIGHT
BACKFLOW DEVICE
CATCH BASIN
BACK OF WALK
SS
TC
FL
FF
GTE
GB
PM
PIV
SL
SCE
SCO
SD
PB
FS
FLOWLINE
PULL BOX
TOP OF CURB
SANITARY SEWER
FINISHED FLOOR
GRADE BREAK
GENERAL TELEPHONE
PARKING METER
POST INDICATOR VALVE
STREET LIGHT
STORM DRAIN
SO. CAL. EDISON
SEWER CLEAN OUT
FINISHED SURFACE
FDC FIRE DEPT. CONNECTION
TW
TS
WM
WV
XFMR
TOP OF WALL±
TRAFFIC SIGNAL
WATER METER
WATER VALVE
STREET SIGN
FIRE HYDRANT
CONCRETE BLOCK WALL
ELECTRIC TRANSFORMER
DS DOWNSPOUT W/4" PVC
CTV CABLE TELEVISON
(X)
X%
X
(X)
PROPOSED CONTOUR
DIRECTION & RATE OF FLOW
EXISTING
EXISTING CONTOUR
GRADED SWALE 1% MIN SLOPE
DAY LIGHT LINE CUT/FILL
PIPE CONNECT TO STORM DRAIN
SCALE: 1" = 20'
0 20 40 60
No. C48987
Exp. 9-30-26
REGISTERED PROFESSIONAL ENGINEERRICHARD E. DOS
ST A TE OF CALIFORNIA C I V I L
CONSTRUCTION NOTES:
1 2
3 4
5 6
7 8
9 10
11 12
13 14
INTERFERING PORTIONS OF EXISTING ALLEY TO BE DEMOLISHED AND REMOVED SAWCUT AT LIMITS OF NEW CONSTRUCTION. MATCH EXISTING
CONSTRUCT 'A' CURB PER CITY OF OXNARD STANDARD PLAN PLATE 111
EXISTING STRUCTURES/PORTIONS OF EXISTING STRUCTURES, LANDSCAPE & HARDSCAPE EXISTING DRIVEWAY APRON TO BE REMOVED. CONSTRUCT NEW CURB & GUTTER, COLD PLAN 3' MINIMUM WIDTH @ 1" MINIMUM DEPTH. REPLACE WITH NEW ASPHALT OVERHEAD ELECTRICAL LINES TO BE REMOVED/UNDERGROUNDED BY S.C.E./OTHERS
EXISTING SEWER IN ALLEY TO BE REMOVED
CONSTRUCT NEW DRIVEWAY AND SIDEWALK PER CITY OF OXNARD STANDARS, X=4' Y=26' CONSTRUCT ADA RAMP PER CITY OF OXNARD STANDARD PLANS PLATE 110 ASPHALT CONCRETE PAVING - MINIMUM 3" AC OVER 6" BASE PER WORKMAN GEOTECHNICAL RECOMMENDATION PROPOSED L.I.D. UNDERGROUND INFILTRATION BASIN PER DETAIL 4 ON SHEET 4
LIMITS OF OVER-EXCAVATION/REMOVAL/RECOMPACTION PER WORKMAN GEOTECHNICAL RECOMMENDATION
LIMITS OF BUILDING OVERHEAD
TO BE DEMOLISHED UNDER SEPARATE PERMIT - SEE ARCHITECTURAL PLANS SIDEWALK PER CITY OF OXNARD STANDARD PLAN PLATE 115
4 PLOT DATE:
Q:\OXNARD\22-1793 2929-2931 ALBANY DR\ENG\GRADING\22-1793 GRADING PLAN.DWG 3.12.2025 15 SIGN TO BE RELOCATED
16 24 X 24 CATCH BASIN PER DETAIL 3 ON SHEET 4
17 CONSTRUCT 6" CURB PER DETAIL 2 ON SHEET 4
22-1793
APRIL 2023
18 CONCRETE ALLEY
19 BIKE RACK PER ARCHITECTURAL PLANS
20 6' PUBLIC UTILITY EASEMENT TO BE QUITCLAIMED OVERHEAD UTILITY LINES TO BE REMOVED. 21 PROPOSED FIRE HYDRANT PER CITY OF OXNARD STANDARD PLATE 22 CITY OF OXNARD FIRE DEPARTMENT HAMMERHEAD TURN-AROUND 23 4" ATRIUM DRAIN
24 INSTALL CATCH BASIN FILTER INSERT PER DETAIL 5 ON SHEET 2 OF 2 25 INSTALL SUMP PUMP TO DIRECT ALL RUNOFF INTO BMP DEVICE 26 INSTALL 18" CONCRETE SWALE FOR BMP OVERFLOW INTO EXISTING ALLEYWAY PER DETAIL 6 ON SHEET 4 27 PROPOSED 8" PVC PIPE @ 1% FOR BMP OVERFLOW
28 INSTALL 3' DEEP UNDERGROUND FOREBAY WITH 8" MIN. LOW-FLOW OUTLET INTO BMP DEVICE 3/12/25
29 INSTALL L.I.D. ACCESS/MAINTENANCE MANHOLE
30 INSTALL L.I.D. VAULT WITH MAINTENANCE MANHOLE PER DETAIL 4 SHEET 4 325
OVERFLOW DRAIN:
8" DIA. PVC PIPE
2% TYP.
32.00 INV OUT
27.15 BOT BMP
32.65 FG 29.15
TOP BMP
32.85 TG
FLOW
8" PIPE 6" PIPE 33.60
FG
30.11 INV
VMIN. = 585 CU.FT.
FLOW
32.85 TG
MAINTENANCE MANHOLE
32.65 TG
MAINTENANCE VAULT
WITH MANHOLE UNDERGROUND
INFILTRATION BASIN
27.15 BOT BMP
CATCH BASIN WITH
CATCH BASIN FILTER
INSERT(S)
27.15 INV
ISOLATOR ROW FOR
SEDIMENT/POLLUTANT
REMOVAL
30.15 TOP
1 2
BASE PER SOILS ENGR.
PER SOILS ENGR.
COMPACTED SUBGRADE
1-1/2" 6"
NOTE: PROVIDE EXPANSION JOINT AT 20'-0" O.C. MAXIMUM 1" 11" 2'-0" 16"
SURFACE PER PLAN
1-1/2"
1/2" RADIUS-TYP.
3/8"LIP
WITH 1/2" SATURATED FELT EXPANSION JOINT FILLER.
6" CURB FACE
BATTER 3:12
PER SOILS ENGR.
COMPACTED SUBGRADE
COMPACTED
SUBGRADE
PER SOILS ENGR.
1/2" RADIUS-TYP.
10-1/2"
6" 18"
1-1/2"
BATTER 3:12
6" CURB FACE
WITH 1/2" SATURATED FELT EXPANSION JOINT FILLER.
NOTE: PROVIDE EXPANSION JOINT AT 20'-0" O.C. MAXIMUM
PER SOILS ENGR.
COMPACTED SUBGRADE SURFACE PER PLAN
CONCRETE CURB
CONCRETE STRENGTH
SHALL BE 3,000 P.S.I.
CONCRETE STRENGTH
SHALL BE 3,000 P.S.I.
22-1793
APRIL 2023
CONCRETE CURB AND GUTTER - - - X
TENTATIVE PARCEL MAP 24-300-03
OXNARD, CALIFORNIA
A.P.N.: 221-0-061-195
DESCRIPTION BY
REVISIONS
ACCEPTED BY:
DRAWING
NUMBER
VERT. SHEET No. OF
SCALE:
DRAWN BY:
CHECKED BY:
DATE
DATE
HORIZ.
Development Services Department
MARK DATE
REVIEWED BY:
PREPARED BY: CIVIL ENGINEER: DETAIL SHEET
3 CITY ENGINEER R.C.E. DATE
RICHARD E. DOSS R.C.E. C48987
PLANS PREPARED UNDER THE DIRECTION OF:
DATE
PACIFIC COAST CIVIL, INC.
30141 AGOURA ROAD, SUITE 200
AGOURA HILLS, CA 91301
PH: (818) 865-4168
FAX: (818) 865-4198
DIAL TOLL FREE
UNDERGROUND SERVICE ALERT(USA) OF SOUTHERN CALIFORNIA
AT LEAST TWO DAYS
BEFORE YOU DIG
1-800-422-4133
No. C48987
Exp. 9-30-26
REGISTERED PROFESSIONAL ENGINEERRICHARD E. DOS
ST A TE OF CALIFORNIA C I V I L
4 PLOT DATE:
Q:\OXNARD\22-1793 2929-2931 ALBANY DR\ENG\GRADING\22-1793 GRADING PLAN.DWG 3.12.2025 24" X 24"
DRAIN INLET
FOR EASE OF INSTALLATION AND EVEN LOAD DISTRIBUTION.
ASSEMBLY TO BE PLACED ON A 6" BASE OF CRUSHER RUN
DESIGN FOR H-20-44 BRIDGE LOADING.
WEIGHT
IN TRAFFIC OR PEDESTRIAN MODELS.
FRAME AND GRATE ASSEMBLY AVALIABLE
FOR COMPLETE DESIGN AND PRODUCT INFORMATION,
CONTACT JENSEN PRECAST.
MODEL NO.
EXTENSION
C
B
MODEL NO. WEIGHT
DROP INLET
A B
C
A
D
CONFIGURATION: FOR SPECIFIC CONFIGURATION,
ILLUSTRATION IS TYPICAL ONLY OF GENERAL SERIES
CALL JENSEN PRECAST.
MODEL NO. WEIGHT
FRAME AND GRATE
RATING D
24" X 24" CATCH BASIN 3
CONCRETE SWALE 6 - - - X
STORMWATER UNDERGROUND INFILTRATION BASIN 4
SPECIFIER CHART
FF-16D
FF-18D
INLET ID
16" X 16"
GRATE OD
18" X 18"
COMMENTS
GRATED INLET
FF-1836SD
18" X 18" 20" X 20"
FF-1836DGO COMBINATION INLET
18" X 36" 18" X 40"
18" X 36" 18" X 40"
FF-24D 24" X 24" 26" X 26"
24" X 36" 24" X 40"
24" X 24" 18" X 26"
24" X 36" 24" X 40"
36" X 36" 36" X 40"
MODEL
COMBINATION INLET
COMBINATION INLET
GRATED INLET
GRATED INLET
GRATED INLET
FF-2436SD GRATED INLET
FF-24DGO
FF-2436DGO
FF-36D (2 PIECE)
CONCRETE DROP INLET.
(BY OTHERS)
CONCRETE DROP INLET.
(BY OTHERS)
OPTIONAL FOSSIL ROCKf
ABSORBANT POUCHES.
SECTION VIEW
PAVEMENT
SURFACE.
PAVEMENT SURFACE.
(BY OTHERS)
FILTER FRAME.
STAINLESS STEEL FILTER
FRAME WITH RUBBER
GASKET.
POLYPROPYLENE
GEOTEXTILE FILTER
ELEMENT.
CATCH BASIN.
(BY OTHERS)
STAINLESS STEEL
SUPPORT HOOK. FOUR
EACH.
OPTIONAL FOSSIL ROCK
ABSORBANT POUCHES
FOUR EACH.
GRATE.
(BY OTHERS)
RUBBER GASKET.
GRATE FRAME.
(GRATE NOT SHOWN
FOR CLARITY)
FOSSIL ROCKf
ABSORBANT POUCHES.
OUTLET
REFER TO SPECIFIER CHART
FOR CATCH BASIN & FILTER
SIZING. SEE SHEET 1 OF 2.
FF-3648D (2 PIECE) 36" X 48" 40" X 48"
GRATED INLET
GRATED INLET
FF-12D 12" X 12" 15" X 15" GRATED INLET FG-0001
SHEET 1 OF 2
DRAWING NO.
FG-0001
DATEJPR 12/18/06REV ECO E
THIS DOCUMENT IS THE PROPERTY OF OLDCASTLE PRECAST, INC. IT IS SUBMITTED FOR REFERENCE PURPOSES ONLY AND SHALL NOT BE USED IN ANY WAY INJURIOUS TO THE INTERESTS OF SAID COMPANY. COPYRIGHT © 2016 OLDCASTLE PRECAST, INC. ALL RIGHTS RESERVED.
ECO-0142
JPR 7/13/16
FloGardd
Catch Basin Insert Filter
Grated Inlet Style
7921 Southpark Plaza, Suite 200 | Littleton, CO | 80120 | Ph: 800.579.8819 | oldcastlestormwater.com Stormwater Solutions
d
Inlet
Filtration
NOTES:
1. Filter insert shall have a high flow bypass feature.
2. Filter support frame shall be constructed from stainless steel Type 304.
3. Filter medium shall be Fossil Rockf, installed and
maintained in accordance with manufacturer specifications. 4. Storage capacity reflects 80% of maximum solids collection prior to impeding filtering bypass.
5 N.T.S.
CATCH BASIN INLET FILTER
9"
12"
7" 2500 PSI PCC
9"
18"
COMPACTED SUBGRADE, SEE
GEOTECHNICAL REPORT
3/12/25
326
◊
◊
◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊ ◊
29.6 29.6
30.3 31.7
32.6 32.3
31.7 29.2
30.6 32.4
33.1 33.8
33.5 32.3
31.4 31.3
32.8 33.4
30.9 31.7
30.7 30.6
31.4 31.3
33.2 32.3
30.8 30.9
29.4 30.6
30.1 29.8
32.9 32.5
33.5 33.3
30.7 WTR
WTR WTR
33.7 CLEAN OUT
31.62 FS
33.84 FINISH FLOOR
FLAG
POLE
31.8 CLEAN OUT
31.32 FS
TREE 6"
TREE 6"
TREE 8"
TREE 12"
TREE 8" TREE 6" TREE 6"
36"
PINE
TREE
TREE 24"
TREE 24"
TREE 12"
TREE 8"
TREE 18"
32.25 WATER
METER
30.02 WATER VALVE
29.24 TC
28.99 FL
29.12 EG
29.65 TC
29.16 FL
29.26 EG
29.58 TC
29.13 FL
29.12 EG
29.32 TC
28.93 FL
28.99 EG
29.39 TC
28.92 FL
28.98 EG
29.36 TC
28.84 FL
29.03 EG
29.38 TC
28.91 FL
28.96 EG
29.35 TC
28.90 FL
28.96 EG
29.34 TC
28.86 FL 28.94 EG
29.25 TC
28.77 FL 28.89 EG
28.92 FL
28.98 EG
32.45 TC
32.14 FL 31.94 TC
31.52 FL
32.06 TC
31.54 FL
32.50 TC
32.01 FL 32.43 TC
31.93 FL
31.93 TC
32.41 FL
32.40 TC
31.89 FL
32.68 TC
32.27 FL
31.82 TC
32.31 FL
32.17 TC
31.61 FL
32.09 TC
31.35 FL
32.26 TC
30.02 FL
30.26 TC
29.87 FL
29.72 EG
29.67 FL
29.72 EG
29.99 FS
30.66 TW
29.49 FS
30.97 TW
30.6 FG
29.62 FS
30.99 TW
30.7 FG
29.55 FS
30.97 TW
30.8 FG
30.70 FS
30.94 TW
30.8 FG
29.62 FS
30.99 TW
30.7 FG
30.7 FG
30.96 TW
29.51 FS 30.6 FG
30.89 TW
30.6 FG
32.78 TC
32.32 FL
32.77 TC
32.27 FL
32.77 TC
32.24 FL 32.31 TC
31.96 FL
32.04 TC
31.59 FL
29.66 EG 29.63 FL 29.64 EG
29.65 EG 29.61 FL 29.63 EG
29.51 EG 29.43 FL 29.45 EG
29.50 EG 29.46 FL 29.52 EG
30.40 FS 30.55 FS
30.44 FS 30.57 FS
30.64 FS
30.62 FS
30.32 FS
29.91 FS
29.98 FS
30.02 FS
30.18 FS
29.67 FS
29.83 FS
29.57 FS
29.72 FS
30.36 FS
30.50 FS
30.8 30.7
30.3 30.3
30.5 31.0
30.6 30.6
30.8 30.7
31.1 30.6
31.6 31.3 30.9 30.5
31.1 31.0
29.41 FS
29.44 FS
29.46 FS
29.35 FS
29.38 FS
29.39 FS
29.46 FS
29.44 FS
29.55 FS
29.57 FS
29.58 FS
29.61 FS
29.60 FS
29.60 FS
29.62 FS
29.65 FS
29.68 FS
29.73 FS
29.97 FS 29.96 FS 29.80 FS
31.6 31.2
30.6 30.4 30.7
30.6 30.56 FS 30.7
29.47 FS
32.19 FS
31.93 FS
33.07 FS
32.30 FS 33.50 FS
29.98 FS
29.95 FS
30.07 FS30.32 FS
29.90 FS
29.90 FS
29.61 EG
29.58 FL
29.51 EG
29.68 EG
29.64 FL
29.64 EG
4" BOLLARD
(TYPICAL)
4" BOLLARD
(TYPICAL)
31.0 31.3
29.82 FS
33.60 FS
EXISTING
BUILDING
30 30
30 30
30 30
30 30
30 30
33.91 FF 32.47
32.88 FF
FF
33.88 FF
33.75 FF
33.79 FF
33.41 C/O
33.65 C/O
32.73 C/O
BUILDING
EXISTING
BUILDING
EXISTING
32.16 FS
0 CURB
32.14 FS
0 CURB
WTR WTR
(8" VCP)
(8" VCP)
BUILDING B
FF= 33.91
PAD= 33.21
BUILDING A
FF= 33.70
PAD= 33.0
BUILDING A
FF= 33.70
PAD= 33.0
BUILDING A-1
FF= 33.00
PAD= 32.3
30'
60'
30' 110' 42'
S89°58'00"W 213.97' ∆=90°00'0 " R=25.00' L=39.27' N0°02'00"W 116.89' ∆
=14°2
3'4
2" R
=
5 3
0.0 0' L
=13
3.16'
N75°34'20"E
149.88' 196.58'
S21°17'55"E
∆
=
8°27'38" R
=
905.40' L
=
13 .70'
UNDERGROUND
INFILTRATION BASIN
SURFACE AREA: 2,790 SQ.FT.
TOP BMP: 29.15
BOT BMP: 27.15
58.5 SF
106.5 SF
30 SF MOTOR ALBANY DRIVE
E CHANNEL ISLANDS BLVD
VENTURA COUNTY RAILWAY CO
1 5
6 2
12 14
4 4
3 6
5 7
8 7
9 10
11 13
13 2
2 2 5'
EXISTING POTABLE WATER
SERVICE TO BE REMOVED
AND REPLACED AT MAIN
EXISTING SEWER SERVICE
TO BE REMOVED AND
CAPPED AT MAIN
15 7'
7'
15'
PROPOSED 15' UTILITY EASEMENT PROPOSED 26' PRIVATE ROAD
EASEMENT
16 16
16 18
21 22
22 20
21 21
19 24 24
21 21 5' 5'
0.5' 13
6 TENTATIVE PARCEL MAP 24-300-03
OXNARD, CALIFORNIA
A.P.N.: 221-0-061-195, 221-0-061-035
DESCRIPTION BY
REVISIONS
ACCEPTED BY:
DRAWING
NUMBER
VERT. SHEET No. OF
SCALE:
DRAWN BY:
CHECKED BY:
DATE
DATE
HORIZ.
Development Services Department
MARK DATE
REVIEWED BY:
PREPARED BY: CIVIL ENGINEER: CONCEPTUAL UTILITY PLAN
4 CITY ENGINEER R.C.E. DATE
RICHARD E. DOSS R.C.E. C48987
PLANS PREPARED UNDER THE DIRECTION OF:
DATE
PACIFIC COAST CIVIL, INC.
30141 AGOURA ROAD, SUITE 200
AGOURA HILLS, CA 91301
PH: (818) 865-4168
FAX: (818) 865-4198
DIAL TOLL FREE
UNDERGROUND SERVICE ALERT(USA) OF SOUTHERN CALIFORNIA
AT LEAST TWO DAYS
BEFORE YOU DIG
1-800-422-4133
LEGEND:
PROPOSED WATER LINE
SCALE: 1" = 20'
0 20 40 60
No. C48987
Exp. 9-30-26
REGISTERED PROFESSIONAL ENGINEERRICHARD E. DOS
ST A TE OF CALIFORNIA C I V I L
4 PLOT DATE:
Q:\OXNARD\22-1793 2929-2931 ALBANY DR\ENG\UTILITIES\22-1793 UTILITY PLAN.DWG 22-1793 3.11.2025
APRIL 2023
PROPOSED SEWER LINE
EXISTING SEWER LINE S
EXISTING WATER LINE W
PROPOSED FIRE HYDRANT
EXISTING FIRE HYDRANT
CONSTRUCTION NOTES:
1 2
PROPOSED 8" SEWER MAIN
PROPOSED SEWER CLEANOUT
3 STANDARD WYE CONNECTION TO PUBLIC SEWER MAIN
4 PROPOSED 6" SEWER LATERAL
5 PROPOSED 8" WATER LINE
6 PROPOSED 1 1/2" WATER METER WITH 2" SERVICE
7 PROPOSED FIRE HYDRANT ASSEMBLY
8 PROPOSED FIRE DOUBLE DETECTOR CHECK VALVE
9 EXISTING FIRE DOUBLE DETECTOR CHECK SERVING BUILDING B TO REMAIN 10 EXISTING FIRE HYDRANT
11 PROPOSED GAS LINE
12 PROPOSED BANK OF GAS METERS
13 PROPOSED THRUST BLOCK
3/11/25
14 PROPOSED SEWER CLEANOUT
15 PROPOSED 6" WATER LINE
16 FIRE RISER LOCATION PER ARCHITECTURAL PLANS
17 PROPOSED FIRE SERVICE LINE, SIZE TO BE DETERMINED
18 PROPOSED 1 1/2" DOMESTIC WATER METER OFFSET 6" FROM BACK OF CURB 19 20
21 PROPOSED BACKFLOW PREVENTER OFFSET 4' FROM BACK OF SIDEWALK,
SIZE TO BE DETERMINED
PROPOSED DOMESTIC WATER SERVICE LINE, SIZE TO BE DETERMINED BY
MECHANICAL ENGINEER
22 PROPOSED FIRE SERVICE WATER LINE, SIZE TO BE DETERMINED BY
MECHANICAL ENGINEER
23 EXISTING POTABLE AND LANDSCAPE WATER METERS WITH BACKFLOW
DEVICE TO PROTECT IN PLACE
24 EXISTING WATER LINE TO PROTECT IN PLACE
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RESOLUTION NO. 2025-13
A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF
OXNARD RECOMMENDING APPROVAL TO THE CITY COUNCIL OF
PLANNING AND ZONING PERMIT NO. 24-300-03 (TENTATIVE PARCEL MAP NO. 24-300-03) ТО СOMBINE THREE EXISTING LOTS WITH THE
CREATION OF ONE LOT, VACATING ANY EXISTING EASEMENT AND
RIGHT OF WAY, AND GRANTING OF NEW EASEMENTS TO THE CITY
OF OXNARD TO ALLOW FOR ADAPTIVE REUSE OF AN EXISTING
RESIDENTIAL PROPERTY LOCATED AT 2929-2931 ALBANY DRIVE
(APNS: 221-0-061-195 & 221-0-061-035), SUBJECT TO CERTAIN FINDINGS AND CONDITIONS. FILED BY DESIGNATED AGENT, ANDREW
ALTHAUS, 3SIXTY ARCHITECTURE AND DESIGN, 31368 VIA COLINAS, SUITE 105, WESTLAKE VILLAGE, CA 91362, ON BEHALF OF THE
PROPERTY OWNER, JAMES ALLEN, ALBANY APARTMENTS OF
OXNARD LLC, P.O.BOX 1003, THOUSAND OAKS, CA 91358.
WHEREAS, on June 18, 2024, Andrew Althaus (the "Applicant" and/or "Developer"), submitted a request to approve Planning and Zoning Permit No. 24-300-03(Parcel Maр) to merge three existing parcels and vacating and relocation of an existing alley, concurrent with a Special Use Permit and Density Bonus applications (Planning and Zoning Permit No. 24-500-03 & 24-535-01) located at 2929-2931 Albany Drive (APN Nos: 221-0-061-195 & 221-0-061-035); and
WHEREAS, June 5, 2025, the Planning Commission of the City of Oxnard ("Planning Commission") conducted a duly noticed public hearing to consider Applicant's request to approve Planning and Zoning Permit No. 24-300-03 (Tentative Subdivision Parcel Map) which consist of merging three existing lot with the creation of one combine new lot of approximately 1.214-acres, vacating any existing easements and right-of-way, and granting of new easements to the City of Oxnard for properties located at 2929 & 2931 (APNs: 221-0-061-195 & 221-0-061-035) in accordance with Section 16-531 of the Oxnard City Code; and
WHEREAS, said tentative subdivision parcel map was referred to City Departments for recommendations and conditions of approval for the project that are incorporated within the recommended entitlements, and
WHEREAS, the Planning Commission finds that the Tentative Parcel Map complies with all requirements of the Subdivision Map Act and the Oxnard City Code; and WHEREAS, the Planning Commission finds that the Tentative Parcel Map, the proposed site, and the design and improvement of the development requested are consistent with the 2030 General Plan elements thereof; and
WHEREAS, the Planning Commission finds that the proposed site is suitable for the type and density of development requested and is not likely to cause substantial environmental damage, serious public health problems or conflict with any publicly acquired easements or access; and
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NOTICE OF EXEMPTION (NOE)
_______________________________________________________________________________ To: Office of Planning and Research
P.O. Box 3044, Room 113
Sacramento, CA 95812-3044
From: City of Oxnard
Community Development Department
214 South C Street
Oxnard, CA 93030
To: Ventura County Clerk-Recorder &
Registrar of Voters
Hall of Administration, Main Plaza
800 South Victoria Avenue,
Ventura, CA 93009-1260
_____________________________________________________________________________ Project Title: Albany Apartments
Project Applicant: Andrew Althaus (Designated Agent), and James Allen, Albany apartments of Oxnard LLC, (Property Owner)
Project Location - Specific: 2929-2931 Albany Drive, Oxnard, CA, 93030, Ventura County, APNs 221-0-061-035 & 221-0-061-195.
Description of Nature, Purpose and Beneficiaries of Project: - Planning and Zoning Permit No. 24-300-03 (Tentative Parcel Map)- A request for a Tentative Parcel Map to combine three existing lots with the creation of one lot, vacating any existing easement and right of way, and granting of new easements to the City of Oxnard to allow for adaptive reuse of an existing residential property. The resulting new parcel will be approximately 1.3 acres within the High Rise Residential-Planned Development (R-4-PD) zone. The project is exempt from environmental review pursuant to Section 15315 and 15332 of the California Environmental Quality Act (CEQA) Guidelines. Filed by designated agent Andrew Althaus, 3 Sixty Architecture & Design.31368 Via Colinas, Suite 105, Westlake Village, CA 91362, on behalf of the property owner Albany Apartments of Oxnard LLC, James Allen, P.O. Box 1003, Thousand Oaks, CA 91358.
Name of Public Agency Approving Project (Lead Agency): City of Oxnard Name of Person or Agency Carrying Out Project (Applicant): Andrew Althaus Exempt Status: (check one):
Ministerial (Sec. 21080(b)(1); 15268);
Declared Emergency (Sec. 21080(b)(3); 15269(a));
Emergency Project (Sec. 21080(b)(4); 15269(b)(c));
✔ Categorical Exemption: Sections 15315 & 15332 Class 15 & Class 32 Statutory Exemptions. State code number: ____________________ 376
Reason(s) why project is exempt: In accordance with Sections 15315& 15332 (Class 15 Minor Lands Divisions & Class 32, In-Fill Development Projects) of the California Environmental Quality Act (CEQA) Guidelines, projects characterized as minor land divisions in urbanized areas zoned for residential use into four or fewer parcels and consist of projects characterized as in-fill development consistent with the applicable general plan designation may be found to be exempt from the requirements of the CEQA. This proposal includes a Tentative Parcel Map to merge three existing residential parcels into one, vacating any existing easements and right of way, and granting of new easements to the City of Oxnard to allow for the redevelopment of an existing school site and a Special Use Permit to construct a 20 unit apartment complex of approximately 42,204 square feet consistent with the General Plan land use designation of Residential Medium High (RMH) and the zoning designation High Rise Residential Planned Development (R-4-PD). The Project site has no value as habitat for endangered, rare or threatened species. Additionally, this Project will not result in any significant effects relating to traffic, noise, air quality, or water quality. No Exceptions to the Exemptions (Section 15300.2) apply to defeat the Exemption.
Lead Agency Contact Person: Juam Carlos Torres, Associate Planner (805)385-8156 ________________________________________ ______________________________ Joe Pearson II, AICP Date
Planning and Environmental Services Manager
City of Oxnard
Note: Authority cited: Sections 21083 and 21110, Public Resources Code.
Reference: Sections 21108, 21152, and 21152.1, Public Resources Code. 377
CITY COUNCIL OF THE CITY OF OXNARD
RESOLUTION NO._______
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF OXNARD
APPROVING PLANNING AND ZONING PERMIT NO. 24-300-03
(TENTATIVE PARCEL MAP NO. 24-300-03) TO COMBINE THREE
EXISTING LOTS WITH THE CREATION OF ONE LOT, VACATING ANY
EXISTING EASEMENT AND RIGHT OF WAY, AND GRANTING OF NEW
EASEMENTS TO THE CITY OF OXNARD TO ALLOW FOR ADAPTIVE
REUSE OF AN EXISTING RESIDENTIAL PROPERTY LOCATED AT 2929 & 2931 ALBANY DRIVE (APNs: 221-0-061-035 & 221-0-061-195), SUBJECT TO CERTAIN FINDINGS AND CONDITIONS. FILED BY DESIGNATED AGENT, ANDREW ALTHAUS, 3SIXTY ARCHITECTURE AND DESIGN,
31368 VIA COLINAS, SUITE 105, WESTLAKE VILLAGE, CA 91362, ON
BEHALF OF THE PROPERTY OWNER, JAMES ALLEN, ALBANY
APARTMENTS OF OXNARD LLC, P.O.BOX 1003, THOUSAND OAKS, CA 91358.
WHEREAS, Albany Apartments of Oxnard LLC owns three parcels with a combined acres of approximately 1.2 acres and vacating and relocation of an existing alley located at 2929 & 2931 Albany Drive (APNs: 221-0-061-035 & 221-0-061-95); and WHEREAS, on June 18, 2024, Andrew Althaus (the “Applicant” and/or “Developer”), submitted a request to approve Planning and Zoning Permit No. 24-300-03(Parcel Map) to merge three existing parcels and vacating and relocation of an existing alley, concurrent with a Special Use Permit and Density Bonus applications (Planning and Zoning Permit No. 24-500-03 & 24-535-01) located at 2929-2931 Albany Drive (APN Nos: 221-0-061-195 & 221-0-061-035); and
WHEREAS, June 5, 2025, the Planning Commission of the City of Oxnard (“Planning Commission”) conducted a duly noticed public hearing to consider Applicant’s request to approve Planning and Zoning Permit No. 24-300-03 (Tentative Subdivision Parcel Map) which consist of merging three existing lot with the creation of one combine new lot of approximately
1.3-acres, vacating any existing easements and right-of-way, and granting of new easements to the City of Oxnard for properties located at 2929 & 2931 (APNs: 221-0-061-195 & 221-0-061-035) in accordance with Section 16-531 of the Oxnard City Code; and WHEREAS, said tentative subdivision parcel map was referred to City departments for recommendations and conditions of approval for the project that are incorporated within the recommended entitlements, and
WHEREAS, the Tentative Subdivision Parcel Map, together with the provisions for its design and improvement are consistent with the 2030 General Plan elements thereof; and WHEREAS, Planning Commission of the City of Oxnard has considered an application for Planning and Zoning Permit Nos. 24-500-03 (Special Use Permit); and WHEREAS, the Planning Commission found that the Applicant agrees with the necessity of and accepts all elements, requirements, and conditions of this Resolution as being a reasonable 378
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manner of preserving, protecting, providing for, and fostering the health, safety, and welfare of the citizenry in general and the persons who work, visit or live in this subdivision in particular and recommended the City Council of the City of Oxnard (“City Council”) to approve Planning and Zoning Permit No. 24-300-02; and
WHEREAS, on July 29, 2025, the City Council conducted a duly noticed public hearing to consider Applicant’s request to approve Planning and Zoning Permit No. 24-300-03 (Tentative Parcel Map), reviewed the request, and carefully reviewed the Planning Commission’s Resolution No. 2025-12, recommending approval of the Tentative Subdivision Parcel Map, subject to certain findings and conditions; and
WHEREAS, the City Council finds the proposed subdivision together with the provisions for its design and improvement, is consistent with the 2030 General Plan, Oxnard City Code; and WHEREAS, the Planning and Environmental Services Division has completed a preliminary environmental assessment of the Project in accordance with the California Environmental Quality Act (CEQA) and determined that the Project is subject to a Class 15 & 32 Categorical Exemption (Sections 15315 and 15332). Further, the project does not trigger any of the Exceptions to the Exemptions (Section 15300.2) to defeat the Exemption:
(a) Location. Classes 3, 4, 5, 6, and 11 are qualified by consideration of where the project is to be located -- a project that is ordinarily insignificant in its impact on the environment may in a particularly sensitive environment be significant. Therefore, these classes are considered to apply to all instances, except where the project may impact on an environmental resource of hazardous or critical concern where designated, precisely mapped, and officially adopted pursuant to law by federal, state, or local agencies.
The project site has a General Plan land use designation of Residential Medium High (RMH) and a zoning designation of High Rise Residential-Planned Development (R-4-PD). The Project proposes the redevelopment of a former private pre-school site surrounded on all four sides by urban development. The Project site and adjacent sites do not contain any known environmental resource of hazardous or critical concern. Therefore, the project will have no impact on an environmental resource of hazardous or critical concern. (b) Cumulative Impact. All exemptions for these classes are inapplicable when the cumulative impact of successive projects of the same type in the same place, over time is significant.
The proposed merging of three existing lots with the creation of one lot, vacating any existing easement and right of way, and granting of new easements to the City of Oxnard to allow for adaptive reuse of an existing residential property with a 20 unit apartment complex within the High Rise Residential Planned Development 379
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zone is consistent with the General Plan and Oxnard City Code and is compatible with the physical scale and character of allowable development in the project area. Any projects requiring discretionary approval would be analyzed with the General Plan and the Oxnard City Code for consistency and CEQA for any potential impacts. Therefore, the project will have no significant cumulative impact.
(c) Significant Effect. A categorical exemption shall not be used for an activity where there is a reasonable possibility that the activity will have a significant effect on the environment due to unusual circumstances.
The proposed redevelopment of a former private pre-school with the development of an apartment complex consisting of ten 2-bedroom and ten 3-bedroom units and lot merger will not result in an unusual circumstance that would cause the project to have a significant effect on the environment. The project will not alter the residential character of the surrounding developments and the property does not contain any unusual environmental characteristics as the property is generally surrounded on all sides by residential and commercial development. Therefore, the project will not have a significant effect on the environment due to unusual circumstances.
(d) Scenic Highways. A categorical exemption shall not be used for a project which may result in damage to scenic resources, including but not limited to, trees, historic buildings, rock outcroppings, or similar resources, within a highway officially designated as a state scenic highway. This does not apply to improvements, which are required as mitigation by an adopted negative declaration or certified EIR.
The project is not located in or adjacent to a state designated scenic highway. (e) Hazardous Waste Sites. A categorical exemption shall not be used for a project located on a site, which is included on any list compiled pursuant to Section 65962.5 of the Government Code.
The proposed project site is not included on any list compiled pursuant to Section 65962.5 of the Government Code as confirmed by staff on May 1, 2025. 380
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(f) Historical Resources. A categorical exemption shall not be used for a project, which may cause a substantial adverse change in the significance of a historical resource.
The project site does not contain an existing or potential landmark, point of interest, or historic resource, and it is not located within an existing, proposed, or potential Historic District. Therefore, the proposed project will not cause a substantial adverse change in the significance of a historical resource.
WHEREAS, the City Council finds that the applicant agrees with the necessity of and accepts all elements, requirements, and conditions of this Resolution as being a reasonable manner of preserving, protecting, providing for, and fostering the health, safety, and welfare of the citizenry in general and the persons who work, visit or live in this subdivision in particular; and
WHEREAS, the City Council finds that the Applicant agrees as a condition of this Resolution that at its own expense, to indemnify and defend (with counsel selected by the City in its discretion) the City of Oxnard and its agents, officers and employees from and against any claims, actions or proceedings to attack, set aside, void or annul the approval of this Resolution or any actions or proceedings, acts or determinations taken, done or made before the approval of this resolution that were part of the approval process.
NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF OXNARD:
SECTION 1. Based on the entire record before the City Council and all written and oral evidence presented, including the City Council Staff Report and all attachments thereto, the City Council finds:
Consistent with California Government Code Section 66474, a legislative body of a city or county shall deny approval of a tentative map, or a parcel map for which a tentative map was not required, if it makes any of the following findings:
a) That the proposed map is not consistent with applicable general and specific plans as specified in Section 65451.
The project site has a General Plan designation of Residential Medium High (RMH) and a zoning designation of High Rise Residential-Planned Development (R-4-PD). As described in the Planning Commission Staff Report, the Project site in an adaptive reuse development proposed to be improved with a 20-unit apartment complex and associated improvements. The apartment complex consists of ten, 2-bedroom, units and ten, 3-bedroom, units. The Project is consistent with the General Plan Designation, zoning designation, and applicable policies as conditioned with the exception of the concessions permitted under the State’s Density Bonus Law which includes as follows:
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Density Bonus Concessions (2)
1. Landscape buffer View Corridor Preservation
of 30 feet along designated scenic corridors and
other major transportation corridors and the
reduction of the front yard setback from 15 to
zero.
2. Reduction of Railroad track clearance from 80
feet to 14 feet 10 inches to residential
developments.
State Bonus Density Parking
Reductions
5. Provide 30 parking spaces onsite (automatic
parking reduction per Density Bonus Law to 30
parking spaces). The site provides 31 on-site
parking spaces.
6. 1 spaces per unit for 1 bedroom and 1.5 spaces
for 2 (1 space/1 bedroom & 2 space/2 bedrooms
or more required by the OCC)
7. Allow uncovered parking (Garage required by
the OCC)
8. 0 Visitor parking reduction (one covered space
for the first 30 units; 0.5 spaces after 31st unit
required by the OCC).
b) That the design or improvement of the proposed subdivision is not consistent with applicable general and specific plans.
As described in the Planning Commission Staff Report, the design and improvement of the proposed tentative parcel map is consistent with applicable provisions of the City’s 2030 General Plan and the zoning code as conditioned with the exception for the two concessions requested as part of the States’ Density Bonus Law. The newly proposed lot will provide a lower density than the maximum allowed density for Residential Medium High, 30 dwelling units per acre max. Therefore, the project as conditioned does not meet this finding which means the Project can be supported.
c) That the site is not physically suitable for the type of development.
As described in the Planning Commission Staff Report, the site is physically suitable for the proposed type of development because the combination of three lots with the creation of a new lot includes a residential project that is consistent with the High Rise-Planned Development (R-4-PD) zone development standards and the proposed apartment complex has been designed to be architecturally compatible with the character of the surrounding neighborhood. The creation of a new lot would be physically suitable for the proposed type of development because the site is an adaptive reuse and is not subject to soil and/or 382
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geologic conditions indicating substrate instability. Therefore, the project does not meet this finding which means the Project can be supported.
d) That the site is not physically suitable for the proposed density of development.
The proposed Tentavite Parcel Map includes merging three existing lots with the creation of a new developable lot of approximately 1.214-acres excluding the proposed new alley area. The Zoning Code allows a maximum density of 30 dwelling units per acre. The new
1.214-acre property would provide a density of approximately 18 units per acre and would provide a lot coverage of approximately 28.5%. The proposed apartment complex is consistent with applicable City standards (see Staff Report) except for those requirements listed as part of the State’s Density Bonus application. The Project was designed to be consistent with the development and design standards included within the Zoning Code, including, but not limited to, maximum building height, front, side and rear setbacks, lot coverage, and landscaping. Pursuant to Density Bonus State Law, Government Code Section 65915(p) Parking standards for the proposed development would be consistent with the State Density Bonus requirement and would provide 31 parking spaces for the overall 20-unit apartment complex consisting of ten, 2-bedroom, units and ten, 3-bedroom, units. The parking area would be screened from public view by the proposed building. Thus, the site for the proposed industrial facility is physically suitable for the proposed density of the development. Therefore, the project as conditioned does not meet this finding, which means the Project can be supported. e) That the design of the subdivision or the proposed improvements are likely to cause substantial environmental damage or substantially and avoidably injure fish or wildlife or their habitat.
As described in the Planning Commission Staff Report, the design of the proposed subdivision and parcel improvements is not likely to cause substantial environmental damage or substantially and unavoidably injure fish or wildlife or their habitat because it is located within a developed urban area of the City that contains no environmentally sensitive habitat and/or species. The project has been found to be exempt from CEQA pursuant to Section 15315, which applies to the minor land division to a proposed residential apartment complex. Therefore, the project does not meet this finding which means the Project can be supported.
f) That the design of the subdivision or type of improvements is likely to cause serious public health problems.
Pursuant to the 2030 General Plan land use designation of Residential Medium High (RMH), the proposed subdivision to combine three existing lots, vacating any existing easement and create new public use easement and use of the project site as a residential 383
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development with associated site improvements is an allowed use. The surrounding uses are characterized by high residential apartment developments. The proposed 20-unit apartment complex is subject to standard construction requirements of the local Building, Fire, and Traffic Codes. The proposed residential development will be consistent with the existing apartment residential developments adjacent to the project site. The proposed residential development consists of two, 2-story, and a single-story building which includes a Contemporary Spanish Style of Architecture, including appropriate clearances from Albany Drive and Channel Islands Boulevard. Parking will be screened from public view by the existing and proposed buildings. Therefore, the proposed use and improvements will not adversely affect or be materially detrimental to the adjacent uses, buildings or structures or to the public health, safety or general welfare. Therefore, this project as conditioned does not meet this finding, which means the Project can be supported. g) That the design of the subdivision or the type of improvements will conflict with easements, acquired by the public at large, for access through or use of, property within the proposed subdivision. In this connection, the governing body may approve a map if it finds that alternate easements, for access or for use, will be provided, and that these will be substantially equivalent to ones previously acquired by the public. This subsection shall apply only to easements of record or to easements established by judgment of a court of competent jurisdiction and no authority is hereby granted to a legislative body to determine that the public at large has acquired easements for access through or use of property within the proposed subdivision.
The design of the proposed parcel subdivision and parcel improvements to a proposed apartment complex will not conflict with easements, acquired by the public-at-large, for access through or use of property within the subdivision because, as conditioned, the project will be required to vacate an existing alley and any easement and provide new easement for the relocation of the proposed alleyway. Therefore, this project as conditioned does not meet this finding which means the Project can be supported.
SECTION 2. The City Council, in accordance with the California Environmental Quality Act (CEQA), determines that the Project will not have a significant impact on the environment and is categorically exempt from CEQA pursuant to Article 19, Section 15315 (Class 15) and Section 15332 (Class 32) of the State CEQA Guidelines. This section pertains to projects characterized as the division of property in urbanized zoned for residential use into four or fewer parcels, meeting certain conditions as described in the findings contained within this resolution.
The project will not result in any significant effects relating to traffic, noise, or air quality. The City Council has determined that there is no substantial evidence that the project will have a significant effect on the environment and no Exceptions to the Exemptions (Section 15300.2) apply to defeat the Exemption. The Planning & Environment Services Manager is hereby authorized to file a Notice of Exemption with the Ventura County Clerk pursuant to Section 384
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15602 of the State CEQA Guidelines within five (5) working days of passage, approval and adoption of this Resolution.
SECTION 3. Based on the findings set forth herein, the City Council approves Planning and Zoning Permit No. 24-300-03 (Tentative Subdivision Map), subject to the attached conditions of approval.
SECTION 4. The City Clerk shall certify the adoption of this Resolution.
CONDITIONS OF APPROVAL FOR TENTATIVE TRACT MAP NO. 24-300-03 (PLANNING AND ZONING PERMIT NO. 24-300-03)
Note: The abbreviations below identify the City department or division responsible for determining compliance with these standard conditions. The first department or division listed has responsibility for compliance at plan check, the second during inspection and the third at final inspection, prior to issuance of a certificate of occupancy, or at a later date, as specified in the condition. If more than one department or division is listed, the first will check the plans or inspect the project before the second confirms compliance with the condition. The italicized code at the end of each condition provides internal information on the source of each condition: Some are standard permit conditions (e.g. G-1) while some are taken from environmental documents (e.g. MND-S2).
GENERAL PROJECT CONDITIONS
1. This permit is granted for the property described in the application on file with the Planning Division, and may not be transferred from one property to another. (PL, G-1).
DEPARTMENTS AND DIVISIONS
CA City Attorney PL Planning Division
DS Dev Services/Eng Dev/Inspectors TR Traffic Division
PD Police Department B Building Plan Checker
SC Source Control FD Fire Department
PK Landscape Design CE Code Compliance
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2. This permit is granted for the plans dated June 5, 2025, (“the plans”) on file with the Planning Division. The project shall conform to the plans, except as otherwise specified in these conditions, or unless a minor modification to the plans is approved by the Planning and Environmental Services Manager (“Planning Manager”) or a major modification to the plans is approved by the Planning Commission. A minor modification may be granted for minimal changes or increases in the extent of use or size of structures or of the design, materials or colors of structures or masonry walls. A major modification shall be required for substantial changes or increases in such items. (PL, G-2)
3. By commencing any activity related to the Project or using any structure authorized by this permit, Developer accepts all of the conditions and obligations imposed by this permit and waives any challenge to the validity of the conditions and obligations stated therein. (CA, G-5)
4. Developer shall complete the “Notice of Land Use Restrictions and Conditions” form, using the form provided by the City, for recording with the Ventura County Recorder.
Before the City issues building permits, Developer shall submit the original completed, signed and notarized document, together with the required fees to the Planning Manager. (PL, G-8)
5. Developer shall provide off-street parking for the project, including the number of spaces, stall size, paving, striping, location, and access, as approved by Special Use Permit, PZ 24-500-03 and Density Bonus Permit, PZ 24-535-01. (PL/B, G-9)
6. If Developer, owner or tenant fails to comply with any of the conditions of this permit, the Developer, owner or tenant shall be subject to a civil fine pursuant to the City Code. (CA, G-14)
7. An approved tentative map shall expire thirty-six (36) months after its approval, unless an extension is applied for and approved by the City Council pursuant to Section 15-46 of the City Code.
PLANNING DIVISION CONDITIONS
8. The approval of this permit is granted subject to the approval of a Special Use Permit (PZ 24-500-03) and Density Bonus Permit (PZ 24-535-01) for the project property. (PL)
9. All conditions of Special Use Permit (PZ 24-500-03) and Density Bonus Permit (PZ 24-535-01) shall apply to this permit, and are hereby incorporated by reference.
10. Prior to recordation of the Final Map, Developer shall pay a document imaging fee for the planning files in an amount calculated by planning staff at the time of building 386
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permit review based on fees then in effect. (PL/B, PL-16).
11. Developer shall provide utility meters, mailboxes and address directories, placed in decorative cabinets and clustered for efficient access for residents and service persons.
Developer shall coordinate placement and design of such items accordingly, with the Planning Division Manager, the appropriate utility service provider and the United States Postal Service, prior to issuance of building permits. (PL, PL-19)
12. Developer/property owner shall be responsible for creating and implementing a Parking Management Plan which shall consist of designating which tenant will use which parking space in order to assure that vehicle spaces correspond with on-site uses. The Parking Management Plan shall be submitted to the Planning Division for review and approval prior to the issuance of the first Certificate of Occupancy.
DEVELOPMENT SERVICES DIVISION CONDITIONS
13. Developer shall pay plan check and processing fees in effect at the time of construction plan submittal and shall pay development fees, encroachment permit fees, and other applicable fees in effect at permit issuance. (DS-1)
14. Developer shall enter into an agreement, approved as to form by the City Attorney, to install and construct all public improvements required by this permit and by the City Code. Developer shall post security satisfactory to the Finance Director, guaranteeing the installation and construction of all required improvements within the time period specified in the agreement or any approved time extension. (DS-14)
15. Developer agrees, as a condition of approval of this resolution, to indemnify, defend (with counsel selected by the City in its discretion) and hold harmless, at Developer’s expense, City and its agents, officers and employees from and against any claim, action or proceeding commenced within the time period provided for in Government Code Section 66499.37, to attack, review, set aside, void or annul the approval of this resolution or to determine the reasonableness, legality or validity of any condition attached thereto. City shall promptly notify Developer of any such claim, action or proceeding of which City receives notice, and City will cooperate fully with Developer in the defense thereof. Developer shall reimburse the City for any court costs and attorney's fees that City may be required to pay as a result of any such claim, action or proceeding. City may, in its sole discretion, participate in the defense of any such claim, action or proceeding, but such participation shall not relieve the Developer of the obligations of this condition. Developer’s acceptance of this resolution or commencement of construction or operations under this resolution shall be deemed to be acceptance of all conditions thereof. (DS-18)
16. Developer shall provide all necessary easements for streets, highways, alleys, sidewalks, 387
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parkways, landscaping, utilities, drainage facilities, or other improvements as required by the City. If such easements cannot be obtained from the property owner by negotiation, City may acquire them at the expense of the Developer by exercise of the power of eminent domain. Developer shall bear all costs of eminent domain proceedings, including appraisal, acquisition, attorney’s fees, and court costs. Before the City issues a site improvement permit, Developer shall dedicate all required easements to the City. (DS-19)
17. Prior to approval of the final map or parcel map, Developer shall provide the City Engineer with written evidence from the Ventura County Clerk's Office that the Developer has executed and filed with the Clerk all certificates, statements and securities required by Government Code Sections 66492 and 66493. (DS-26)
18. Developer shall dedicate to the City all water rights for the project property by title sheet dedication on the final map or parcel map. (DS-39)
19. Prior to release of the final map or parcel map for recordation, Developer shall provide the City Engineer with a 100‑scale base map for addressing purposes. The map shall be drawn on 18‑inch by 24‑inch mylar and shall show the standard address map title block, north arrow, street names, tract number, phase boundary and lot numbers. The City will assign all addresses. (DS-56)
20. Prior to release of the final map or parcel map for recordation, Developer shall post security satisfactory to the City Attorney guaranteeing that all survey monuments will be set as required by the Government Code and the City Code. (DS-57)
DEVELOPMENT SERVICES DIVISION SPECIAL CONDITIONS
21. Developer shall process the Parcel Map PZ 24-300-03 concurrent with the required building and site improvement permits for Planning and Zoning Permit No 24-500-03.
The City will not process the Parcel Map for recordation until the site and building improvement plans for the apartment complex associated with PZ 24-500-03 are approved or ready for permit issuance, unless approved otherwise by the City Engineer.
Site improvement permit issuance for the project site shall occur concurrently with the Parcel Map recordation. (DS)
22. The Parcel Map shall show the vacation of existing easements that are determined by the City Engineer to no longer be necessary. The vacation(s) shall be processed under section 66445(j) of the Subdivision Map Act. If easement vacations are required to be processed separately outside of the Parcel Map, Developer shall be responsible for all costs associated with the vacation, including, but not limited to, fees associated with the hearing(s), easement vacation document preparation, and review by the City. (DS)
23. Private existing easements conflicting with site and building improvements shall be 388
Resolution No. ______________
Albany Apartments; PZ 24-300-03
City Council Hearing Date: July 29, 2025
quitclaimed prior to building and site improvement permit issuance. If the conflicting easements are not quitclaimed timely, Developer shall submit written evidence from the easement owner(s) to the City stating that they do not object to the permit issuance and provide a timeline when the easements will be quitclaimed. Developer shall provide the recorded quitclaim documents to the City prior to site final sign-off and occupancy issuance. (DS)
24. Developer shall dedicate to the City of Oxnard an easement over the alley for public access and public utility purposes for the full width of the proposed alley, subject to review and approval by the City Engineer. The alley shall be privately owned and maintained by the property owner. (DS)
25. Unless a public utility easement is proposed for the alley, the onsite public water system shall be located inside a 15-foot water easement to be dedicated to the City. (DS)
26. Developer shall maintain public access to the existing alley until the new alley is constructed and fully operational. (DS)
27. The Parcel Map shall show the relinquishment of vehicle access to East Channel Islands Boulevard per the previously recorded Tract Map 1571-1. (DS) PASSED, APPROVED, AND ADOPTED by the City Council of the City of Oxnard, State of California, held on the 29th day of July, 2025, by the following vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
_____________________________
Luis A. Mc Arthur, Mayor
ATTEST: APPROVED AS TO FORM:
_______________________________ ___________________________ Lourdes A. López, City Clerk Stephen M. Fischer, City Attorney 389
1 Planning and Zoning Permit No. 24-300-03
(Tentative Subdivision Map)
Applicant: James Allen, Albany Apartments of Oxnard Limited Liability Company Juan Carlos Torres, Associate Planner
Community Development Department
City Council Hearing
July 29, 2025
Albany Apartments Tentative Map
390
Project Description
• Tentative Parcel Map to allow for the creation of a new lot (approximately 1.3-acres) inclusive of the alley way, vacating existing easement and right-of-way that area no longer needed and granting new easements to the City of Oxnard.
• The Tentative Parcel would allow for partial demolition of a former pre-school building, the construction of a 20-unit apartment complex within a proposed new developable area of approximately
1.2-acre exclusive of the proposed public access alleyway under SUP 24-500-03.
2 391
3 Existing Site Conditions
Lot 52
Lot 51
Lot 53
Existing Alley
Existing Alley
N
Property Address and Lot
#
Building SF & Site Acreage
2929 Albany Drive: Lot 51
& 52, T-1570-1
8,353 SF & .83-acres
2931 Albany Drive: Lot
53, T-1570-1
4,942 SF & .32-acre
Existing Total Building and
Site Area:
13,295 SF & 1.15-Acres
392
General Plan and Zoning
N
4 N
2030 General Plan:
Residential Medium High (RMH)
Zoning Designation:
High Rise Residential Planned
Development (R-4-PD)
SITE
SITE
393
Existing Site
5 Subject Site: 2929-2931 Albany Drive
Surrounding Uses:
LOCATION GENERAL PLAN ZONING EXISTING LAND USE
Project Site Residential Medium High
(RMH)
High Rise Residential
Planned Development
(R-4-PD)
Former Private Pre-school
North Commercial General (CG) General Commercial
Planned Development
(C-2-PD)
Self Storage Facility-Across Channel
Islands Road
South Residential Medium High
(RMH)
High Rise Residential
Planned Development
(R-4-PD)
Apartment Complex
East Residential Medium High
(RMH)
High Rise Residential
Planned Development
(R-4-PD)
Apartment Complex
West Easement (ESM) and
Residential Low (RL)
Easement/Row (ESM-RW)
and Single Family
Residential (R-1)
Railroad Track and Single family
residential
394
Planning Commission Background
6 • On June 5, 2025, Planning Commission Considered Project. • Planning Commission granted a Special Use Permit (SUP) for partial demolition of a former pre-school building to allow for the construction of a 20-unit apartment complex. The SUP allows:
• Building A: New two-story, 12-units, 30,532 sq.ft. residential building. • Building A-1: New two-story, 4-units, 6,196 sq.ft. residential building. • Building B: Adaptive re-use of an existing 5,592 sq.ft. single-story building for 4 residential units.
• Units range from 1,075 sq.ft. to 1,628 sq.ft.
• 31 parking spaces.
• 1,040 sq ft Community Room.
• 2,642 sq ft usable lawn and picnic area.
• Trash room and trash enclosure areas.
395
Approved SUP Project Site Plan
7 5,592.82 sq ft
One-Story @ 4 Units
15,266.42 sq ft
Two-Story @ 6 Units
15,266.28 sq ft
Two-Story @ 6 Units
6196.26 sq ft
Two-Story @ 4 Units
Parking area = 31 stalls Proposed Public Alley
Albany Drive
Channel Island BL
Railroad Tracks
396
8 Approved Building A & B Elevations
● Proposed Height: 30 feet
● Elevations include the use of light concrete tile roof, stone accent wainscot, metal awnings, steel railing balcony details, and cement plaster stucco walls ● Building colors include earthy terracottas and warm whites are replaced or accented with desaturated pastels, soft greys, and charcoal hues to reflect a more current, curated aesthetic
397
9 VIEW FROM ALBANY DR & CHANNEL ISLANDS INTERSECTION-LOOKING SOUTHWEST Approved Albany Apartment Elevations
398
Proposed Tentative Parcel Map
10 New Combined Parcels Inclusive of Relocated 26 foot
Wide Alley Area Part of Tentative Parcel Map 24-300-03
Lot 51 Lot 52
Lot 53
Existing Parcels and Alleys
Part of Tract-1570-1 & Parcel Map No. 78-16
Combined 36,216.24 sq. ft.
14,346.71 sq. ft.
1.3-Acres, inclusive
of alleyway
New Parcel
Existing
Public
Access
Alley to be
vacated
Proposed
relocated
public access
alley easement
Existing
alleyway to
remain
399
Environmental Review
● In accordance with Section 15315 (Class 15, Minor Land Divisions) of the California Environmental Quality Act (CEQA) Guidelines, projects consisting of the redevelopment of a former private preschool with the construction of a new residential apartment and includes the division of property involving four or fewer parcels of existing proposed residential buildings and may be found to be exempt from the requirements of CEQA.
● No Exceptions to the Exemptions (§15300.2) apply to defeat the Exemption. ● No substantial evidence the project will have a significant effect on the environment.
● A Notice of Exemption will be filed.
11 400
12 ● Notice of this City Council hearing was provided:
○ Newspaper;
○ On-site posting; and
○ Mailed to property owners within 300 feet.
● To date, staff has not received public comments regarding the project.
Public Comments
401
13 That the City Council:
1. Conduct a public hearing; and
2. Find the Project to be Exempt from the California Environmental Quality Act (CEQA), pursuant to Sections 15315 and 15332 (Minor Land Division & In-fill Development Projects) of the CEQA Guidelines; and,
3. Adopt a Resolution approving Planning and Zoning Permit No. 24-300-03 for a Tentative Subdivision Map, subject to certain findings and conditions.
Staff Recommendation
402
End of Staff Presentation
403
CITY COUNCIL AGENDA REPORT
PUBLIC HEARINGS
AGENDA ITEM NO. K.2
DATE: July 29, 2025
TO: City Council
FROM: Jeff Pengilley, Community Development Director, (805) 385-8208, [email protected] SUBJECT: One lot subdivision of an approximately 3.21-acre lot for 22 industrial condominium purposes, located at 2360-2364 Sturgis Road (APN:216-0-194-215 ). (20 minutes)
RECOMMENDATION
That the City Council:
1. Conduct a public hearing regarding the property located at 2360-2364 Sturgis Road; and
2. Find the project to be Categorically Exempt from environmental review pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15301(k) (Existing Facilities); and
3. Adopt a Resolution approving Planning and Zoning Permit No. 24-300-02 for a Tentative Subdivision Map (Tentative Parcel Map No. 24-300-02), subject to certain findings and conditions. (This item did not originate in Committee.)
Please click the following link to view the required Measure M pre-recorded presentation video: https://youtu.be/1yGeChKEtAk
BACKGROUND
EXECUTIVE SUMMARY
The applicant requests a Tentative Subdivision Parcel Map (Permit No. 24-300-02) and Special Use Permit (Permit No. 24-500-04) to subdivide an existing industrial developed property of approximately 3.215-acre lot for condominium purposes. The Special Use Permit (SUP) is required for the condominium subdivision and will supersede the previously approved Development Design Review (DDR) Permit (PZ No. 88-6). The Planning Commission approved the SUP, and that is not before the City Council for a decision. The Tentative Subdivision Map would subdivide the existing site and current buildings to create one lot for common area (containing parking, driveways, landscaping and pedestrian pathways) and 22 lots matching the buildings for industrial condominiums, and would create the ability for each tenant space within the industrial buildings to be sold, while creating a lot and mechanism for maintenance of common areas.
The project also includes minor site improvements, including relocation of compact parking spaces within the site and replacement of the existing sidewalk and driveway approach along Sturgis Road to comply with the Americans with Disability Act (ADA) requirements. For the purposes of this staff report, the foregoing project description shall be referred to as the “Project ”.
BACKGROUND
The Project site is located on the southwest corner of Sturgis Road and Calendaria Road. On June 5, 2025, the Planning Commission found the Project exempt from CEQA and approved this item 4-0 (with one commissioner absent). The Planning Commission adopted Resolution No. 2025-15 approving Planning and Zoning Permit No. 24-500-04 for a Special Use Permit and adopted Resolution No. 2025-14 recommending the City Council approve Planning and Zoning 404
Permit No. 24-300-02 for a Tentative Subdivision Map (Tentative Parcel Map No. 24-300-02), subject to certain findings and conditions (Attachment 3 and 4).
With the Planning Commission's approval of the SUP, the only remaining items needing action before the City Council is the Tentative Subdivision Map and associated CEQA determination.
DISCUSSION
Tentative Subdivision Map
The Tentative Subdivision Map would create the ability for each tenant space within the industrial buildings to be sold, while creating a common lot and a mechanism for maintenance of common areas. The access, driveways, parking, landscaping and other development standards were approved with the original entitlement for these industrial buildings.
For more information regarding the proposed site design of the tentative map, please refer to Section 6d of the Planning Commission Staff Report (Attachment 1).
Environmental Review
In accordance with Section 15301 (Class 1, Existing Facilities) of the California Environmental Quality Act (CEQA) Guidelines, projects characterized as subdivision of existing commercial buildings may be found to be exempt from the requirements of the CEQA. As identified in the draft Resolution prepared for this request, and as recommended by the Planning Commission, the project can be characterized as existing facilities and meets the requirement of a Class 1 Categorical Exemption. The Planning Commission found there is no substantial evidence that the Project may have a significant effect on the environment and recommends that the City Council find the project to be Categorically Exempt from environmental review.
STRATEGIC PRIORITIES
This agenda item supports Economic Development strategy. The purpose of Economic Development strategy is to focus on the retention and expansion of Oxnard businesses by increasing the skills and employability of our local workforce, invite new business investments, and target site-based redevelopment opportunities.
FINANCIAL IMPACT
The approval of the Tentative Map will allow for the sale of these industrial lots, which will generate increased property tax revenue for the City.
COMMITTEE OUTCOME
This is a Public Hearing and was reviewed by the Planning Commission (PC), therefore this item did not originate in Committee. During the Commission’s public hearing on June 5, 2025, no questions were raised by the Commissioners.
Following the deliberation, the Commission made a motion recommending that the City Council adopt a resolution recommending that the City Council approve Planning and Zoning Permit No. 24-300-02 (Tentative Parcel Map), subject to certain findings and conditions and approving a resolution approving Planning and Zoning Permit Nos. 24-500-04 (Special Use Permit). The Planning Commission meeting can be viewed online at the following link:
June 5, 2025 - https://www.youtube.com/watch?v=I5n9QXQ_SDg The final motion carried 4 (in favor) - 0 (against), with one commissioner absent.
Attachment 3 reflects the Commission’s recommended action to the City Council.
Prepared by: Juan Carlos Torres, Associate Planner
ATTACHMENTS
1. June 5, 2025, PC Staff Report (without Attachments)
405
2. Tentative Subdivision Map
3. Planning Commission Map Resolution
4. Planning Commission SUP Resolution
5. Notice of Exemption
6. City Council Resolution
7. City Council Staff Presentation
406
PLANNING COMMISSION
STAFF REPORT
TO: Planning Commission
FROM: Juan Carlos Torres, Associate Planner
DATE: June 5, 2025
SUBJECT: Project Name: Sturgis Business Park Tentative Parcel Map; Planning and Zoning Permit Nos. 24-500-04 (Special Use Permit) and 24-300-02 (Tentative Parcel Map) for a Tentative Subdivision Map for condominium purposes located at 2360, 2362, & 2364 Sturgis Road (APN: 216-0-194-215). 1) Recommendation: That the Planning Commission:
a) Find the Project to be Categorically Exempt from environmental review pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15301(k) (Existing Facilities); and
b) Adopt Resolution 2025-XX recommending that the City Council approve Planning and Zoning Permit No. 24-300-02 for a Tentative Subdivision Map (Tentative Parcel Map No. 24-300-02), subject to certain findings and conditions; and, c) Adopt Resolution 2025-XX approving Planning and Zoning Permit No. 24-500-04 for a Special Use Permit, subject to certain findings and conditions. 2) Project Description and Applicant: The applicant requests a Tentative Subdivision Parcel Map (Permit No. 24-300-02) and Special Use Permit (Permit No. 24-500-04) to subdivide an existing industrial developed property of approximately 3.215-acre lot for condominium purposes. The existing project site contains three industrial buildings with a total building square footage of 49,667 square feet with 22 tenant spaces, which were developed under a prior planning entitlement. The Tentative Subdivision Map would subdivide the existing site and current buildings to create one lot for common area (containing parking, driveways, landscaping and pedestrian pathways) and 22 lots matching the buildings for industrial condominiums, and would create the ability for each tenant space within the industrial buildings to be sold, while creating a lot and mechanism for maintenance of common areas.
The Special Use Permit (SUP) is required for the condominium subdivision and will supersede the previously approved Development Design Review (DDR) Permit (PZ No. 88-6). The project would also include minor site improvements including relocation of compact parking spaces within the site and replacement of the existing sidewalk and driveway approach along Sturgis Road to comply with the Americans with Disability Act (ADA) requirements.
1 407
PZ 24-300-02 and PZ 24-500-04; Sturgis Business Park
Planning Commission Hearing Date: June 5, 2025
The Project is located at 2360 Sturgis Road (Building A), 2362 Sturgis Road (Building B), and 2364 Sturgis Road (Building C) within the Light Manufacturing (M-1) zone and Industrial Light (ILT) land use designation (Attachment A). For the purposes of this staff report, the foregoing project description shall be referred to as the “Project” Filed by designated agent Scott Uhles, Delane Engineering, Inc., 2812 Santa Monica Boulevard, Suite 206, Santa Monica, CA 90404, on behalf of the property owner, James Leff, LT Sturgis LLC, 29601 Agoura Road, Calabasas, CA 91303.
Please see the reduced Project plans (Attachment B) for more details. 3) Existing & Surrounding Land Uses: The Project site was originally entitled by the Community Development Director granted Development Design Review Permit No. 88-6.
The Project site is located on the southwest corner of Sturgis Road and Candelaria Road. The following table summarizes the General Plan Land Use Designations, Zoning designations, and existing land uses of the Project site and adjacent properties (Attachment A):
Location General Plan Zoning Existing Land Use
Project Site Industrial Light (ILT) Light Manufacturing (M-1)
Multi-tenant industrial
building for industrial
uses
North Industrial Limited
(ILM)
Limited Manufacturing
(M-L)
Wholesales of building
materials & kitchen
equipment
South Industrial Light (ILT) Light Manufacturing
(M-1)
Mold remediation
office
West Industrial Light (ILT) Light Manufacturing
(M-1)
Pool equipment
wholesaler
East Industrial Light (ILT) Light Manufacturing
(M-1)
Manufacturing
408
PZ 24-300-02 and PZ 24-500-04; Sturgis Business Park
Planning Commission Hearing Date: June 5, 2025
(Project site is within the redbox in the middle of image) 4) Background Information: On November 17, 1988, the Director of Community Development approved Planning and Zoning Permit No. 88-6 to authorize the construction of three, single-story, industrial buildings on a vacant 3.215-acre lot totaling approximately 50,000 square feet. The square footage of the approved were as follows:
Building A was 13,535 square feet and contained 6 units, with speculative mezzanine area.
Building B was approximately 18,145 square feet and contained 8 units, with speculative mezzanine area.
Building C was approximately 18,145 square feet and contained 8 units 409
PZ 24-300-02 and PZ 24-500-04; Sturgis Business Park
Planning Commission Hearing Date: June 5, 2025
The main pedestrian access for Building A and B were located at the north side and Building C along the south. The trash enclosure for the industrial complex was located at the center of the property adjacent to the westerly property line. The Project contains two driveways off Calendaria Road and a single included a main entry on the northwest corner of the property along Sturgis Road, and two secondary access points on Calendaria Road. A total of 131 parking spaces were provided for the overall complex in which 39 parking spaces were compact vehicular spaces. The rear of the buildings included small loading areas with two large 12’ by 24’ loading spaces provided on the southwest corner of the property. 5) Environmental Determination: In accordance with Section 15301(k) (Class 1, Existing Facilities) of the California Environmental Quality Act (CEQA) Guidelines, projects characterized as subdivision of existing commercial buildings may be found to be exempt from the requirements of the CEQA.
This proposal includes a Tentative Parcel Map for subdivision of the existing industrial buildings and property for condominium purposes and a Special Use Permit for the two industrial buildings with tenant spaces. The project is consistent with the General Plan land use designation of Industrial Light (ILT) and the zoning designation of Light Manufacturing (M-1). Pursuant to CEQA guidelines 15301(k) the subdivision of existing industrial buildings are exempt where no physical changes that would not be exempt would occur. The proposed project only includes minor site improvements to improve ADA access, circulation, landscaping, and bring the site into compliance with current city standards, as applicable, which would be exempt. The development is located on a 3.215-acre project site which is surrounded by urban uses. The Project site will be adequately served by all required utilities and public services. The Project site has no value as habitat for endangered, rare or threatened species. Additionally, this Project will not result in any significant effects relating to traffic, noise, air quality, or water quality. No Exceptions to the Exemptions (Section 15300.2) apply to defeat the Exemption. Therefore, staff has determined that there is no substantial evidence that the project will have a significant effect on the environment and recommends that the Planning Commission recommend that the City Council accept the Notice of Exemption (Attachment C) attached to the staff report. 6) Analysis:
a) General Discussion: The proposed subdivision of the property for condominium purposes requires a Tentative Subdivision Parcel Map. In addition, pursuant to Oxnard City Code (OCC) Section 16-395, a Special Use Permit is required for the condominium map. As mentioned above, the subdivision would occur on a property that was previously approved for an industrial development. The Tentative Subdivision Parcel Map would create the ability for each tenant space within the industrial buildings to be sold, while creating a lot and mechanism for maintenance of common areas. The access, driveways, parking, landscaping and other development standards were approved with the original 410
PZ 24-300-02 and PZ 24-500-04; Sturgis Business Park
Planning Commission Hearing Date: June 5, 2025
DDR entitlement, but that DDR approval will be superseded by this Special Use Permit that is being processed concurrently with the subdivision. ○ Access- The project site consists of one 3.215-acre parcel. Existing access to the site is provided from both Sturgis Road and Calendaria Road with enhanced concrete driveways. The existing driveway along Sturgis Road is proposed to be enhanced to comply with accessibility requirements and a 40 foot driveway throat as required by Oxnard City Code Section 16-639 Figure 1. Lot 1 of the proposed subdivision is a common space lot and contains all of the parking and driveways, which will be shared.
○ Special Use Permit- Pursuant to OCC Section 16-395, no building shall be constructed which is intended to be sold, nor shall any existing building be converted for sale as a community ownership unit, such as an industrial or commercial condominium, until a special permit is obtained. The resolution recommending approval of the SUP permit (Attachment D), provides the findings and conditions related to the SUP, including conditions for the proposed on-site development and off-site improvements. The conditions were developed based on the previous discussions with the Development Advisory Committee (DAC) and ongoing discussion with City Staff and consultants to ensure a compatible design appropriate for the use, and that is compatible with surrounding development and based on the conditions from the previously approved Development Design Review Permit approved by the Community Development Director in November 1988. The project would also include minor site improvements including relocation of compact parking spaces within the site and replacement of the existing sidewalk and driveway approach along Sturgis Road to comply with the Americans with Disability Act (ADA) requirements.
b) General Plan Consistency: The City’s 2030 General Plan land use designation for the subject site is Industrial Light (ILT), which allows for light manufacturing, industrial, research and office park and other similar uses. The proposed project to subdivide a
3.215-acre lot for industrial condominium purposes and the industrial use of the three buildings is consistent with the 2030 General Plan and the property’s land use designation.
Consistency with the 2030 General Plan is defined by the relationship between 2030 General Plan policies and the proposed project. The three consistency classification levels are:
I. Direct Applicability to a Proposed Project or Program (full text of the policy and an explanation).
411
PZ 24-300-02 and PZ 24-500-04; Sturgis Business Park
Planning Commission Hearing Date: June 5, 2025
II. Related or Indirect Applicability to the Proposed Project or Program (policy title and an explanation for each or groups of related or indirectly related policies).
III. No or Distant Applicability to the Proposed Project or Program (all policies not listed as Level I and II are assumed to be consistent).
POLICY LEVEL POLICY OR TITLE EXPLANATION
CD-5.1 I Industrial Clustering
Encourage the clustering of industrial
uses into areas that have common
needs and are compatible in order to
maximize their efficiency.
The project site is
located adjacent to
industrial development
and can be served by
existing utilities.
POLICY LEVEL POLICY OR TITLE EXPLANATION
CD-5.3 I Available Services
Encourage industrial activities to
locate where municipal services are
available including adequate storm
drainage and water facilities, as well
as easy access to multiple modes of
transportation.
The project site is
located adjacent to
industrial development
and can be served by
existing utilities.
CD-16.5 I Industrial and Commercial
Development Standards
Require high quality development
standards that increase the efficient
use of existing industrial and
commercial development areas so as
to preserve agricultural land and
minimize adverse environmental
impacts.
The Project is an
existing industrial
development on a lot
zoned for industrial
uses.
ICS-11.7
ER-10.1
I Water Wise Landscapes
Promote use of Native and Water
Wise Plants
The Project is an
existing industrial
approved project and
does not propose any
changes to the existing
landscaping.
CD-3.4
CD-4.4
II Neighborhood Quality of Life
Commercial Area Aesthetics
The project was
reviewed by the DAC.
412
PZ 24-300-02 and PZ 24-500-04; Sturgis Business Park
Planning Commission Hearing Date: June 5, 2025
CD-14.1
CD-14.3
Design Review Process
Quality of Design
The application review
process led to changes
in the project and/or
conditions of approval
that meet these Level II
policies.
All others III All policies not listed above No or distant applicability to the
proposed project.
As conditioned, the project is consistent with 2030 General Plan land use designation and the Goals and Policies.
c) Conformance with Zoning Development Standards: The project site has a zoning designation of Light Manufacturing (M-1). Pursuant to OCC Sections 16-163 and 16-173 the proposed subdivision of a 3.215-acre lot for industrial condominium purposes may be permitted with an approved Tentative Parcel Map and Special Use Permit. The proposed project has been evaluated for consistency with the applicable development standards of the M-1 zone as follows:
DEVELOPMENT
STANDARD
REQUIREMENT PROPOSED
(PREVIOUSLY
APPROVED)
COMPLIES?
Min. lot area 15,000 square feet 145,011 square feet min Yes Min. lot width 100 feet;
Corner Lots 150 feet
307 feet Not applicable for
condominium map
purposes
Min. lot depth 150 feet 472 feet Not applicable for
condominium map
purposes
Max. building height 55 feet 24 feet Yes
Front yard setback 10 feet from property
line;
30 feet from designated
thoroughfares
84 feet Yes
Street side yard setback Same as Front Yard 30 feet Yes 413
PZ 24-300-02 and PZ 24-500-04; Sturgis Business Park
Planning Commission Hearing Date: June 5, 2025
setback.
Side yard setback Interior side: No side
yard setback required if
abutting M-1 Zone.
Zero setback allowed
with approved
development plan.
11.31 feet Yes
Rear yard setback Not less than height of
building. Min. 30 feet
if abuts or is across
alley from residential
zone.
53.37 feet Yes
DEVELOPMENT
STANDARD
REQUIREMENT PROPOSED
(Previously
Approved)
COMPLIES?
Max. lot coverage 70% of total area 35.36% Yes
Walls The placement, design,
and detail of walls shall
be included and
indicated on any
required project plan.
Existing Landscape
buffering along Sturgis
and Calendaria Roads.
Yes
Site access Typical from 74-foot
wide collector street.
Curb cuts min. 30 feet
wide.
35 feet wide curb cuts Yes
Site landscaping Landscape plan
required. Entire front
yard setback area with
the exception of that
area provided for
vehicles or pedestrian
access.
The Project site is a
developed site and is
not proposing changes
to the existing
Landscaping. The
Project provides
approximately 15.35%
of the overall site for
landscaping.
Yes
Utilities, lighting, trash In accordance with City
Code.
Use existing utilities;
lighting and trash
designed per City Code.
Yes
414
PZ 24-300-02 and PZ 24-500-04; Sturgis Business Park
Planning Commission Hearing Date: June 5, 2025
Parking lot landscaping 5% min. Landscape
fingers required every
10 spaces.
The Project is a
developed property that
provides approximately
15.35% of the overall
site for landscaping and
provides a planter
finger approximately at
every 10 parking
spaces.
Yes
Trash enclosures &
transformers
To be screened Existing Developed
property. Trash
enclosure and
transformer locations
were previously
approved. The trash
enclosure will be
conditioned to be fully
screened in accordance
with the City Code.
Yes, as conditioned
Parking spaces Comply with City
Code.
Consistent (see below) Yes
Rooftop equipment May not protrude above
the height of the
parapet.
The existing building
provides a 2.5 foot high
parapet. No roof-top
mechanical equipment
is being proposed as
part of this Project.
Yes
Lighting Comply with City
Code.
26 foot high standards.
No changes to parking
lot lighting is being
proposed as part of the
Project
Yes
DEVELOPMENT
STANDARD
REQUIREMENT PROPOSED COMPLIES?
Office space Max 25%, or otherwise
specified by DDR (or
SUP)
6.34% with SUP Yes
415
PZ 24-300-02 and PZ 24-500-04; Sturgis Business Park
Planning Commission Hearing Date: June 5, 2025
Parking Industrial 1/500
(40,782 = )
Office 1/250
(8,885=35.54 )
Total = 117.10
128 Yes
Motorcycle Parking 4 required The property is an
existing developed
property. No
motorcycle parking
spaces are currently
provided, therefore, a
condition of approval
will be included for the
development to comply
with these
requirements.
Yes, as conditioned
Bicycle Parking 5 spaces required The original
development was
approved with 6 bicycle
spaces ( two for each
building).
Yes
Loading spaces 3 spaces required Two 12’ by 40 spaces
and an additional
loading space is
provided along the rear
of the each unit
Yes
As conditioned, the project will be consistent with the Zoning Ordinance. d) Site Design, Circulation and Parking: The Project site is located on the southwest corner of Sturgis Road and Calendaria Road. The Project site has four direct pedestrian access points along Calendaria Road. Direct access is provided by three existing enhanced concrete driveways each adjacent to a walkway: one from Sturgis Road and the other two from Calendaria Road. All driveways are connected to the 128-space parking area located around both buildings. A drive aisle between the buildings provides 416
PZ 24-300-02 and PZ 24-500-04; Sturgis Business Park
Planning Commission Hearing Date: June 5, 2025
vehicular access to each tenant space through a roll-up garage door and includes 24 loading spaces and one trash enclosures.
The City of Oxnard Zoning Ordinance (Article X) requires 117 on-site parking spaces for the Project, based on the combined requirements for office and industrial uses. The proposed Project includes 128 on-site parking spaces (inclusive of the required Motorcycle parking spaces) as follows: 92 standard spaces, 4 ADA-accessible spaces, and 32 compact spaces same as originally approved with the DDR. The Project also includes bicycle parking. The Project includes 2 (12’ by 24’) and 22 (12’ by 20’), which exceeds the Zoning Ordinance minimum requirement of 3 loading spaces. The loading spaces are located near the ends of the middle drive aisle for access to each tenant space.
Per the OCC Section 16-624, the Project is required to provide motorcycle parking. The existing development does not provide for motorcycle parking, therefore, to ensure the Project complies with this requirement, a condition of approval was included to the Project for the existing development to provide a minimum of four (4) motorcycle parking spaces in accordance with OCC Section 16-624.
The proposed Project currently includes similar manufacturing uses with similar required on-site parking. Some of the existing uses operating in the industrial complex include but are not limited to iron work, precision machining, wood working (shelves manufacturing), The site is limited to the 128 provided parking spaces. Thus, the Project will be subject to a condition of approval to require that the landlord demonstrate that each new tenant / use is consistent with the approved use for each tenant space, thereby demonstrating that the site is operating consistent with the Zoning Code parking requirements.
e) Building Design: Consistent with the previous DDR approval, the proposed industrial buildings share the same design features. The buildings are tilt-up concrete construction with two types of building texture or material and window glazing along the main entry of the units. The existing buildings provide an exterior finish of sandblasted concrete with a light earth tone beige color, and an aluminum storefront on the ground floor. Elevated windows exist along the upper section of the building with a light beige color along the center of the building and darker beige color on the parapet and lower section of the building.
The exterior pedestrian amenities include concrete walkways along the front of each building with landscaping to soften the massing of the building exterior. The buildings are surrounded by colorful landscaping around the perimeter of the property and the parking area.
f) Landscaping: The Project landscaping has not changed since the DDR approval. The DDR will be superseded by this SUP, and the Project continues to include the same 417
PZ 24-300-02 and PZ 24-500-04; Sturgis Business Park
Planning Commission Hearing Date: June 5, 2025