Agenda packet — Oxnard City Council, September 17, 2024 (part 2 of 7)

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 Business and Research Park (BRP). The BRP designation allows a base density for residential uses up to 30 units per acre on parcels identified as Affordable Housing Discretionary (-AHD); and which may be increased to 45 units per acre with approval of the proposed 50 percent Density Bonus pursuant to OCC §16-410H and Cal.

Gov’t Code, Section 65915(f).

The proposed Project includes the development of a new mixed-income, multi-family apartment building at a density of 45 units per acre. The approval of this Project has been determined to be consistent with the property’s existing and proposed land use designations. The project’s consistency review with General Plan policies is included as Attachment D. The proposed Project has been determined to be consistent with the General Plan and the property’s land use designation, subject to approval of the requested Zone Change and Density Bonus.
c) Conformance with Zoning Code Development Standards: Pursuant to OCC §16-420H(A), in addition to the -AHD additive zone standards, new residential development in the -AHD additive zone is subject to the R-4 High Rise Residential development standards (OCC §16-70 to 16-79), 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 Division 7C and Division 7A Density Bonus. Pursuant to OCC §16-420H(D), buildings within the BRP zone shall comply with the front, side, rear, and street side yard setbacks of the BRP zone.

The proposed project was evaluated for consistency with the above-referenced development standards. As found in Attachment E, the Project is designed to be consistent with the development standards, except as otherwise noted. d) Zone Change Request: The property is currently zoned Business Research Park which is intended to provide areas for a limited group of professional, administrative, and research, and limited manufacturing uses along with limited commercial activities intended to support such uses. In order to allow for the proposed residential development, the Applicant is requesting a zone change to allow for the property to be granted the Affordable Housing Discretionary additive zone designation. This additive zone would keep the underlying zone in place, however, would allow for the development of 206
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

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residential uses up to 30 units per acre.

The affordable housing additive zones are city-initiated zoning designations to provide opportunities for developers and the non-profit sector to develop affordable residential developments to help reach the City's regional housing needs allocation (RHNA). The designation was specifically created as part of the adoption of the City’s 2021-2029 Housing Element to help the City achieve compliance with the most recent RHNA allocation. To date the City is in full compliance with respect to the City’s Housing Element and RHNA, as the City through the housing element process, identified housing sites to accommodate the City’s RHNA allocation of 8,549 units. As part of the Housing Element, it was determined that the City has a site capacity for 9,167 additional units.

Each of these sites has been identified in the Supplement 1 to the 2021-2029 Housing Element. These sites include a mix of existing vacant residential properties, underutilized properties, annexations, and specific properties rezoned as part of the housing element to add the affordable housing additive zone. Therefore, the rezone of this property is not necessary to meet the City’s housing element or RHNA goals.

In consideration of the Zone Change request, the City must consider the larger context of the change and the trade offs associated with the change. While the underlying BRP zone will remain unchanged, the approval of the proposed project and/or the zoning change would result in the development of housing on the property. This would preclude the development of the uses intended for the BRP zone, which are typically important as they provide space for office and limited industrial uses, which typically provide space for tax generating business and higher wage job opportunities.
e) Density Bonus Permit Request:

Density Bonus
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 subject project meets the requirements of §16-410.3, subsection (A), by including a minimum affordable housing component as identified in Cal. Gov't Code, Section 65915(b). Specifically, the subject project is eligible for a 50 percent density bonus, because it includes low-income housing units (38) equal to at least 24 percent of the number of units (156) allowed per the maximum base density (30 units per acre).

Therefore, the proposed affordable housing project may construct 234 total units, including 156 units as allowed by the maximum base density (inclusive of 38 affordable units), and 78 units as allowed by the density bonus, as shown below. 207
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

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TABLE 4

DENSITY BONUS CALCULATION
High Rise
Residential (R-4)
Zone
Density Bonus Total
Density 30 units/acre 15 units/acre 45 units/acre
No. of Units 156* 78 234*
* Includes 38 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)(A), the subject project is eligible to receive a total of three (3) incentives or concessions, because it includes low-income housing units equal to at least 24 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 (3) three incentives and/or concessions, as follows:
▪ The applicant requests a concession to allow for less than the minimum required interior yard space of 30 percent in the High Rise Residential (R-4) zone pursuant to OCC §16-78. The applicant proposes to construct the project with interior yard space equal to 15.2 percent of the total lot area. The applicant estimates that meeting the requirement would require reducing the project by 100 units and 75 parking spaces, increasing the land cost by 75 percent and making the proposed development economically infeasible.
▪ The applicant requests a concession to allow for less than the minimum required balcony dimension of ten (10) feet (which provides for a minimum balcony area of 100 square feet) pursuant to the Attached Dwelling Unit Development Standards, OCC §16-362(G). The applicant proposes to construct balconies/patios of varying dimensions and sizes, with depth dimensions less than ten (10) feet and ranging in area from 60 sf to 222 sf. The applicant estimates that meeting the requirement would increase project costs by $936,000.
208
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

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▪ The applicant requests a concession to allow for an exception to the requirement for the primary street and the side street frontages of on-grade parking podiums and parking structures, up to 75 feet from the primary street front property line, to be lined with occupiable, usable space with a minimum depth of 18 feet, in the Affordable Housing Discretionary (-AHD) overlay zone pursuant to OCC §16-420I(B)(8). The applicant proposes to construct the project with no occupiable space at the podium level. The applicant estimates that meeting the requirement would require reducing the project by 23 parking spaces which would increase the land cost by $735,000.

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 Initial Study/ Mitigated Negative Declaration No. 24-01, 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. The Initial Study/ Mitigated Negative Declaration No. 24-01 recommends adoption of a Mitigation Monitoring and Reporting Program which would reduce all potentially significant impacts associated with the Project to less than significant levels.

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.

Therefore, as there is no basis for denial, the City is legally obligated to grant the concessions or incentives requested as described above, pursuant to Cal. Gov't Code, Section 65915(d)(1).
209
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

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Waivers for Affordable Housing
Pursuant to OCC §16-410.15 and Cal. Gov't Code Section 65915, an applicant for affordable housing development may submit to the City a proposal for one or more waivers for modification/reduction of development standards. An application for the waiver or reduction of development standard(s) shall neither reduce nor increase the number of incentives (or concessions) to which the applicant is entitled.

With respect to the subject project, the applicant has submitted a request for waivers for modification/reduction to development standards, as follows:
▪ The applicant requests a waiver to allow for greater than the maximum allowed building height of five (5) stories and 56 feet in the Affordable Housing Discretionary (-AHD) additive zone pursuant to OCC §16-420H(B). The applicant proposes to construct the project at five (5) stories and at a maximum building height of 67.5 feet. The applicant estimates that meeting the requirement would require removing an entire floor totaling 56 residential units, which would increase the land cost by 31.34 % or $1,465,000+/-, rendering the project economically infeasible to build.
▪ The applicant requests a waiver to allow for less than the minimum required front yard setback of 20 feet in the High Rise Residential (R-4) zone pursuant to OCC §16-75, and less than the minimum required front yard setback of 30 feet in the Business and Research Park (BRP) district pursuant to OCC 16-164. The applicant proposes to construct a minimum front yard building setback of 6’-6” as measured from the edge of the public right-of-way. The applicant estimates that meeting the requirement would require removing approximately 24 units on the second through fifth floors and 18 parking spaces, which would render the project economically infeasible to build.
▪ The applicant requests a waiver to allow for less than the minimum required 5-foot landscape planter dimension abutting a parking space overhang, pursuant to the Design Standards for Vehicle Parking Areas, OCC §16-636(C). The applicant proposes to build approximately six (6) parking spaces with overhangs abutting planters with depth dimensions of less than five (5) feet. The applicant estimates that meeting the requirement would require removing about 12 parking spaces.

Pursuant to Cal. Gov't Code Section 65915(e)(1), in no case may a city apply any development standard that will have the effect of physically precluding the construction of an affordable housing development at the densities or with the concessions or 210
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

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incentives permitted by Cal. Gov't Code Section 65915. Therefore, the City is legally obligated to grant the waivers requested for modification/reduction to development standards as described above, pursuant to Cal. Gov't Code, Section 65915(e)(1). f) Building Design: The exterior building architecture includes rectangular forms, flat roofs, and articulated massing. Exterior building walls are comprised primarily of composite board and plaster cement, with sections painted Warm White, Hamilton Blue (a light grey/blue), California Sagebrush (a sage green), Long Lake (a dark grey/blue), Black, and Khaki Brown for the fiber cement lap sidings. Balconies and patios variously have railings of open metal, solid with siding, solid with cement plaster finish, and/or solid cement plaster with glazed panel.

Residential units are on the second through fifth floors. The 234 residential units include 30 low-income level affordable units and 8 very low-income level affordable units, equal to 19.3 percent and 5.0 percent, respectively, of the total number of units subject to the maximum base density. The residential unit types and quantities consist of 16 studio units (3 affordable); 86 one-bedroom units (14 affordable); 108 two-bedroom units (17 affordable); and 24 three-bedroom units (4 affordable). The average unit sizes are 559 sf for studio units; 693 sf for one-bedroom units; 982 sf for two-bedroom units; and 1,107 sf for three-bedroom units.
g) Site Design: The first floor is dedicated to common areas, utility space, and off-street parking. The project provides 351 off-street parking spaces, including 189 podium spaces, 19 tuck-under spaces, and 143 uncovered spaces. The project includes 250 full-size spaces and 101 compact spaces. Vehicle access to Lockwood Street is provided via two separate driveways located at the east and west ends of the site.

The project site includes 1.31 acres of new landscape, including 0.78 acres of interior yard space, defined as landscaped open area behind the front yard setback. The 30-foot-deep, 0.36-acre rear yard contains a dog run, two bocce courts, and a putting course. Within the building, the project provides: two common interior courtyards at the second floor totaling 0.42 acres, and common rooftop decks/lounges at the second and fifth floors totaling 0.12 acres. In addition, the project provides a community room, lounge, fitness center, and outdoor pool on the first floor.

Site fencing is semi-open, combination metal and stucco at the front yard facing Lockwood Street; solid concrete masonry unit (CMU) wall at the east property line facing existing commercial property; open metal fence at the west property line facing existing commercial property; and solid CMU wall with evergreen hedge and ivy screening at the north property line facing US-101/Ventura Freeway. Fence/wall heights are six (6) feet, except at the north (rear) property line, which is eight (8) feet. 211
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

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h) Parking: Pursuant to OCC §16-651(B)(3), an applicant may request administrative relief in the form of providing compact parking spaces in lieu of some of the full-size parking spaces required for a proposed uses; provided, however, that no more than 25 percent of required full-size parking spaces shall be replaced by compact parking spaces. The applicant requests administrative relief to allow for 51 of the required 300 parking spaces to be constructed as compact spaces, equal to 17 percent of the total minimum required parking spaces. Therefore, the applicant’s request for administrative relief from parking provisions is consistent with OCC §16-651(B)(3).

The modified Project is consistent with the 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.

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 102 1
Parking Stall 102
351
Pursuant to §65915(p)(1),
the project provides51 more
parking stalls than required
by Government Code
Section 65915
2 to 3
Bedrooms 132 1.5 ParkingPer Unit 198
Visitor
Parking
No Visitor Parking
Required 0
Total: 300 351
7) Development Advisory Committee (DAC): The DAC reviewed the development application on December 14, 2022, and March 1, 2023. 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 not located within a designated residential community and neighborhood as identified within the City of Oxnard Neighborhoods Map (Figure 3-4) of the City’s 2030 General Plan. As such, a Community workshop was not required.
9) Noticing and Public Comments: Consistent with public noticing requirements, the Planning Commission Hearing was advertised with on-site postings in two locations and by mail to property owners within 300 feet of Project Site. Following the end of the public comment period for the Draft IS/MND, the City received no further comments on the Project. Since 212
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

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noticing the project, Staff has not received any concerns or public comments 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 Zone Change 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 Zone Change.

Attachments:

A. Maps (Vicinity, General Plan, Zoning, Aerial)
B. Reduced Project Plans
C. Initial Study/ Mitigated Negative Declaration No. 24-01 D. General Plan Consistency Analysis
E. Zoning Consistency Table (AHD Development and Design Standards, Applicable R-4 and BRP Standards, and Attached Dwelling Unit Standards) F. Draft Planning Commission Resolution recommending that the City Council adopt Final Initial Study/Mitigated Negative Declaration (IS/MND) No. 24-01 G. Draft Planning Commission Resolution Approving Planning and Zoning Permit No. 22-500-04 (Special Use Permit) and Planning and Zoning Permit No. 22-535-03 (Density Bonus)
H. Draft Planning Commission Resolution Recommending Approval of Planning and Zoning Permit No. 22-570-01 (Zone Change)
I. Staff Presentation
213

ATTACHMENT
A
MAPS
(VICINITY, GENERAL PLAN, ZONING, AERIAL)
214

VENTURA BLVD
101 FWY SOUTH 101 FWY NORTH

E GONZALES RD
O
U
T
L
E
T
C
E
N
T
E
R
D
R

LOCKWOOD ST
Aerial Map
Aerial Map
June 5, 2024
Oxnard Planning
0 62.5 125 250 375 500
Feet
PZ 22-500-04, 22-570-01, 22-535-03
Location: 2151 Lockwood St
APN: 2130090275
Lockwood 3 Apartments
215
PZ 22-500-04
PZ 22-570-01
PZ 22-535-03

FIFTH ST H ST
1 C ST

VENTURA RD

OXNARD BLVD

RICE AVE

HUENEME RD
J ST

GONZALES RD

VINEYARD AVE

WOOLEY RD

BARD RD
101 FRWY
101 FWY SOUTH
101 FWY NORTH

SAVIERS RD

DORIS AVE

CENTRAL AVE

ROSE AVE

CASPER RD

THIRD ST
23RD AVE

CAMINO DEL SOL
D ST

BRISTOL RD

ARNOLD RD

NINTH ST

OLIVAS PARK DR

WEST RD

NAUMAN RD

TEAL CLUB RD

PERIMETER RD

HARBOR BLVD

MARKET ST
G ST
OCEAN
DR
T
B ST RACK 13 RD

OLDS RD
32ND AVE

YUCCA ST

DEL NORTE BLVD

PATTERSON RD

CHANNEL ISLANDS BLVD

VICTORIA AVE
ELM ST

PERKINS RD

ETTING RD
F ST

PACIFIC AVE
5TH PL

PALMA DR
6TH ST

SANTA CLARA AVE
N ST
E

SAKIOKA DR NTRADA DR

CLARA ST

WALKER ST

WALNUT DR

DUNKIRK DR

SIMON WAY

STROUBE ST
5TH ST

EMERSON AVE

JOLIET PL
ALLEY

EBONY DR

KENTIA ST

HILL ST
I ST

SAN JUAN AVE

PATRICIA ST
A ST

EASTMAN AVE
TRACK 14 RD

REDWOOD ST GISLER AVE

FIR AVE
M ST

TERESA ST

PENINSULA RD

OFFSHORE ST

AZALEA ST

VICTORIA AV
11TH AVE

WILLIAMS DR

HARBOR SERVICE
BLVD
DONLON
ST

APPLE LN
LEI DR

STATHAM BLVD

LATIGO AVE

ARCTURUS AVE
K ST

BUTLER RD

ALBION DR

SURFSIDE DR

SWAN ST

NINA DR GARY DR

STURGIS RD

MOUNTAIN VIEW AVE
E ST

SAN MATEO PL

LAMBERT ST

SIKORSKY ST

JANETWOOD DR
ASH ST
null null
DOCK 1

JOAN WAY

BEAUMONT AVE

PAVIN DR

NELSON PL

ROIA LN

OXFORD DR

HOLLY AVE

VENICE RD WESTAR DR

MANDALAY
BEACH
RD

BLANCA PL

VIEWPOINT DR

CAMINO AVE

BAYVIEW DR

SCOTT ST
ALLEY
M ST
ALLEY

OCEAN DR

GONZALES RD

PATTERSON RD
101 FRWY
B ST
C ST

CHANNEL ISLANDS BLVD
HARBOR
BLVD

R CI E AVE
ALLEY
1 VICTORIA AVE

ETTING RD
F ST
Vicinity Map
0 0.5 1 1.5 2
Miles
North
Pacific Ocean
N
June 4, 2024
Oxnard Planning
1:70,000
Santa Clara River
PZ 22-500-04, 22-570-01, 22-535-03
Location: 2151 Lockwood St
APN: 2130090275
Lockwood 3 Apartments
Vicinity Map
216
BRP
CR
ILT
RM
ILM
CG
PSP
AG

ESM VENTURA BLVD

GONZALES RD
101 FWY SOUTH 101 FWY NORTH
S
OLA
R
D
R
WILLIA
M
S
D
R

AUTO CENTER DR

LOCKWOOD ST

YADRA PL

ZOCOLO ST
OUTLET
CE
N
T
E
R
D
R
PASEO

MERCADO
LO
M
B
A
R
D
S
T

LOCKWOOD ST
City of Oxnard GIS
2030 General Plan Land Use Map
0 130 260 520
Feet
2030 General Plan Land Use Map
March 26, 2024 1:5,000
Oxnard Planning
PZ 22-500-04, 22-570-01, 22-535-03
Location: 2151 Lockwood St
APN: 2130090275
Lockwood 3 Apartments
BRP
217
BRP
SPLAN
SPLAN
BRP
R-3-PD
BRP
C-2

BRP-AHD
BRP
B
R
P
SPLAN
B
R
P
B
R
P
C-2
SPLAN
SPLAN
SPLAN
CNTY

ESM-RW VENTURA BLVD

GONZALES RD
101 FWY SOUTH 101 FWY NORTH
S
OLA
R
D
R

W LI L AI M
S
D
R

AUTO CENTER DR

YADRA PL

LOCKWOOD ST

ZOCOLO ST
NB 101 ON RAMP
PASEO

MERCADO
O
U
TLE
T
C
E
N
T
E
R
D
R
SB 101 OFF RAMP
LO
M
B
A
R
D
S
T

WANKEL WAY

LOCKWOOD ST
RC
CM
AS
BP
Zoning/Specific Plan Map
Zoning/Specific Plan Map
062.1525 250 375 500
Feet
June 5, 2024 1:5,000
Oxnard Planning
BRP
PZ 22-500-04, 22-570-01, 22-535-03
Location: 2151 Lockwood St
APN: 2130090275
Lockwood 3 Apartments
218

ATTACHMENT
B

REDUCED PROJECT PLANS
219

VICINITY MAP

PROJECT

LOCATION
RICE AVE.

SOLAR DR.

LOCKWOOD ST.E. GONZALES RD.
101 FWY
OUTLET
CTR. DR.

GENERAL NOTES

1. PROJECT SHALL COMPLY WITH THE OXNARD FIRE DEPARTMENT FIRE PROTECTION GUIDE REQUIREMENTS.

2. NFPA 13 FIRE SPRINKLER SYSTEM IS REQUIRED FOR THE BUILDING.3. NFPA 72 FIRE ALARM IS REQUIRED FOR THE BUILDING.4. NFPA FIRE FLOW TEST REQUIRED.5. FIRE PUMP & GENERATOR FOR PUMP WILL BE REQUIRED.6. FIRE HYDRANTS SHALL BE JONES J-4065 4x4x2 1/2 CONNECTIONS.7. WET STANDPIPE SYSTEM REQUIRED IN ALL STAIRWELLS WITH CONNECTIONS AT EACH FLOOR WITH 2 1/2 FIRE HOSE CONNECTIONS AT ALL FLOOR LANDINGS.

8. TUCK UNDER PARKING TO BE FIRE SPRINKLERED.9. FIRE ACCESS ROAD SHALL BE A MINIMUM OF 26-FEET WIDE PAVED SURFACE.10. TRASH ENCLOSURE SHALL BE OF NON-COMBUSTIBLE CONSTRUCTION AND MEET CLEARANCE REQUIREMENTS.

11. ELEVATORS SHALL BE GURNEY SIZE. SEE SHEET A-1.712. ALL NEIGHBORING SIGNALIZED INTERSECTIONS SHALL BE EQUIPPED WITH EMTRAC PREEMPTION EQUIPMENT.

13. SITE TO BE SECURED WITH ENTRY FENCING AND ACCESS CONTROL GATES. 14. TRASH CHUTES TO BE ACCESSIBLE BY EVERYONE IN EACH BUILDING FLOOR.15. THERE IS A NEED FOR A MINIMUM OF:

A. (32) 64-GAL. FOOD WASTE CURB CARTS SERVICED 3x A WEEK. (32)PROVIDED B. (8) 4-YARD FRONT LOADING RECYCLING CONTAINERS SERVICED 3x A WEEK. (8) PROVIDEDC. (8) 4-YARD FRONT LOAD TRASH CONTAINERS SERVICED 3x A WEEK. (8) PROVIDED

16. SITE MUST MEET STORMWATER MS4 PERMIT DEVELOPMENT REQUIREMENTS

AND THE STATEWIDE TRASH AMENDMENTS

17. DEVELOPER SHALL PROVIDE SHORT-TERM BICYCLE PARKING STALLS. RACKS SHALL BE LOCATED CLOSE TO A MAIN BUILDING ENTRANCE, IN A LIGHTED, HIGH VISIBILITY AREA PROTECTED FROM THE ELEMENTS.

18. ANY DAMAGED OR SUBSTANDARD SIDEWALK ALONG THE PROJECT FRONTAGES SHALL BE RECONSTRUCTED. CONFORM/ SAWCUT SHALL BE MADE AT THE EXISTING JOINT OR SCORE-LINE. ALL EXISTING ADA CURB RAMPS ALONG THE PROJECT FRONTAGE SHALL BE BROUGHT UP TO ADA-STANDARDS.

19. OUTDOOR LIGHTING SHALL COMPLY WITH TITLE 24, PART 6, PF THE CALIFORNIA CODE OF REGULATIONS: CALIFORNIA'S ENERGY EFFICIENCY STANDARDS FOR RESIDENTIAL AND NONRESIDENTIAL BUILDINGS AND THE PROVISIONS OF OXNARD CITY CODE 16-320.

PROJECT DESCRIPTION
PROJECT CONSISTS OF A FIVE STORY 234 UNIT MULIT-FAMILY MIXED INCOME APARTMENT COMPLEX WITH RELATED SITE WORK.ARCHITECTURE WILL FEATURE:
• MAIN FLOOR COMMUNITY LOUNGE• ACTIVITY ROOM• PACKAGE AND DELIVERY CENTER• POOL AREA WITH BBQ AND FIREPLACE• EXERCISE CENTER• ALL UNITS HAVE PATIOS OR BALCONIESTHE COMMUNITY IS WELL-LOCATED TO SHOPPING, ENTERTAINMENT AND MEDICAL FACILITIES INCLUDING ST. JOHN'S REGIONAL MEDICAL CENTER.

PROPERTY AND PROJECT INFONEW CONSTRUCTION : TYPE V-A - FULLY SPRINKLEREDCODE ENFORCEMENT JURISDICTION: CITY OF OXNARD - BUILDING AND SAFETYZONING JURISDICTION: CITY OF OXNARD - PLANNING DEPARTMENTCODE TITLE EDITION LOCAL AMENDMENTSAdministrative Bldg. Stnds. Admin Code 2022 Building California Bldg. Code 2022
Access Compliance California Bldg. Code 2022
Mechanical California Mech. Code 2022Electrical California Electrical Code 2022Plumbing California Plumbing Code 2022Fire Prevention California Fire Code 2022 YES State Fire Marshall Regs. 2022NFPA 13 2022NFPA 20 2022NFPA 72 2022 Energy California Green Building Code 2022Zoning Code City of Oxnard Zoning Ordinance CITY OF OXNARD BUILDING CODE - ORDINANCE 2960 2022
EXISTING BRP ZONE WITH A RESIDENTIAL R-4 ADDITIVE ZONER4 DENSITY ALLOWED 30 UNITS/ 1 ACRESITE = 5.17 ACRES/ 225,348 S.F.

ALLOWABLE DENSITY = 5.17 ACRE * 30 = 156 BASE UNITS
DENSITY BONUS PER SB 2345 : 50% OF BASE UNITS = 78 UNITS TOTAL 234 UNITS
ZONE:DENSITYDB#22-535-03
LOWER INCOME = 19.3% OF BASE UNITSVERY LOW INCOME = 5% OF BASE UNITS

AFFORDABLE UNITS
ELEVATOR BUILDING: ALL UNITS

ACCESSIBLE UNITS
ADAPTABLE FEATURES:

CBC 2022 11 A

DEVELOPMENT STANDARDS
BRP R-4

PROPOSED

PROJECT

MAXIMUMBUILDING HEIGHT
5 STORIES
57'- 8" TOP OF ROOF
63'-2" TO TOP OF PARAPET
67'- 6" TO STAIRS AND

ELEVATOR PENTHOUSES

DENSITYFRONT YARDSETBACKSIDE YARDSETBACKREAR YARDSETBACK 20'
5'; PLUS 2 1/2'
PER EA. STORY

OVER TWO
30';
40' WHEN ADJ. TO

DESIGNATED

THOROUGHFARE
EQUAL TO BLDG. HT.

UNLESS OTHERWISE
PERMITTED BY S.U.P.
20'
20'

WAVER REQUEST
55' (EAST SIDE)
30'

INTERIOR YARD SPACE
(MIN. 15' x 15')
N/A 30%

15.2% I.Y.S.14.6% AMENITY SPACE(CONCESSION REQUESTED)
30 UNITS TO THE ACRE

5.17 ACRE * 30 = 156
= 156 UNITS
+ 50% DENSITY BONUS
156+78 =
234 UNITS
234 UNITS

STANDARD

ZONE DISTRICT
EXISTING ZONE: BUSINESS RESEARCH PARK (BRP § 16-164)
ADDITIVE ZONE: AFFORDABLE HOUSING DISCRESIONARY (AHD § 16-420 et seq)APPLICABLE STANDARDS: HIGH RISE RESIDENTIAL (R-4 § 16-70 TO 16-79) GENERAL PLAN URBAN DESIGN GOAL CD-9.4 VIEW CORRIDOR PRESERVATIONOFF-STREET PARKING (ARTICLE X, CHAPTER 16)STANDARDS FOR ALL ZONES (ARTICLE IV, CHAPTER 16) ATTACHED DWELLING UNIT DEV. STANDARDS SEC. 16-360 TO 16-363 MINIMUM LOT SIZE 20,000 S.F.
5 STORIES
56' - 0" MAX

STREET SIDE YARDSETBACK
NOT TO
EXCEED 10'

HALF OF
BLDG. HT. N/A

MAXIMUMLOT COVERAGE
40%

MAXIMUM FLOOR

AREA RATIO
1:1
5'; PLUS 2 1/2'
PER EA. STORY

OVER TWO
N/AN/A
N/A
134,165 S.F.
42%
1:1.65
53' (WEST SIDE)
4 STORIES
45' - 0" MAX
OR
11 STORIES
100' - 0" MAX
(WITH S.U.P)

FLOOR AREA RATIO CALCULAITON
TOTAL BUILDING AREA: 373,069 S.F.TOTAL SITE AREA: 225,348 S.F. 373,069 / 225,348 = 1.65
F.A.R. = 1:1.65
CD-9.4 REAR YARD SETBACK REQUIREMENT: 30' LANDSCAPE BUFFER AT FREEWAY 35' - 0" MAX. UNLESS

ADDITIONAL HEIGHT
PERMITTED BY S.U.P.
1,500 S.F. LOT AREA =
1 UNIT
225,348 S.F. / 1,500 S.F
= 150 UNITS
+ 50% DENSITY BONUS
150+75 =
225 UNITS
AHD
AMENITIES*
INTERIOR YARD SPACE• PARK AREAS• INTERIOR COURTYARD• DOG RUN• SCENIC ROAD OPEN AREA• BOCCE BALL COURTS• PET PARK• PUTTING COURSE • SIZE OF PATIOS & BALCONIES AT 100 S.F. (10'x10') SEC. 362(F)• RESIDENTIAL UNITS FRONTING LOCKWOOD AT PODIUM BLDG. DESIGN SEC. 16-420I(B)
SEC. 16-78

CONCESSIONS
• TANDEM PARKING • UNCOVERED PARKING

AUTOMATIC PARKING INCENTIVE

WAIVERS

CONCESSIONS, WAIVERS & INCENTIVES
• 30% INTERIOR YARD SPACE• HEIGHT OF BUILDING EXEEDS 56 FT. (R-4 OK) SEC. 16-420G(B) 5 STORIES ALLOWED • 30' SETBACK AT FRONT YARD (INCLUDING BUILIDING, LANDSCAPE WALLS/

FENCES AND ACCESSORY STRUCTURES)
• 5' LANDSCAPE AT PARKING OVERHANG SEC. 16-639 (FIG. 6) • FRONT YARD SETBACK (R-4 OK) SEC. 16-420G(D) 20' CURRENTLY• SIDE YARD SETBACKS (R-4 OK) SEC. 16-420G(D) • ADMINISTRATIVE PARKING
RELIEF REQUESTED: 25% COMPACT SPACES OF REQUIRED PARKING SEC. 16-622,258 300 REQ. x 25% = 75 COMPACT PROPOSED AND45% COMPACT SPACES OF SURPLUS PARKING51 SURPLUS x 45% = 23 COMPACT SPACES ALLOWED UNDER R-4
*FOR AREAS SEE SHEET A-0.5 AND A-0.6
ADDITIONAL AMENITY SPACE• MULTI PURPOSE ROOM• MAIN FLOOR COMMUNITY ROOM• FITNESS CENTER• RESIDENT STORAGE• BICYCLE STORAGE• PET CARE• 2ND FOOR AMENITY SPACE COURTYARDS• 2ND FLOOR OBSERVATION DECK• 5TH FLOOR DECK

AFFORDABLE UNIT ALLOCATION
UNIT MIXTYPE COUNTSTUDIO:1 BEDROOM 1 BATH:
1372
LOWER INCOME:2 BEDROOM 2 BATH: 913 BEDROOM 2 BATH: 20MARKET RATE:TOTAL MARKET RATE: 196 UNITS 83.8% % OF BASE UNITS

8.3%

46.2%

58.3% 12.8%
TYPE COUNTSTUDIO:1 BEDROOM 1 BATH:
2 11
2 BEDROOM 2 BATH: 143 BEDROOM 2 BATH: 3
TOTAL LOWER INCOME: 30 UNITS 19.3% 12.9%
% OF TOTAL UNITS
.9%

4.7%6.0% 1.3%
VERY LOW INCOME:TYPE COUNTSTUDIO:1 BEDROOM 1 BATH:
13 2 BEDROOM 2 BATH: 33 BEDROOM 2 BATH: 1TOTAL VERY LOW INCOME: 8 UNITS 5.0% 3.4% % OF TOTAL UNITS

0.4% 1.3%1.3% 0.4%
TOTAL UNITS: 234 UNITS 100%
% OF TOTAL UNITS

5.6%

30.8%38.9%

8.5%
% OF BASE UNITS

1.3% 7.1%9.0% 1.9%
% OF BASE UNITS

0.6% 1.9%1.9% 0.6%

PROJECT DIRECTORY
LAND SIZE 5.17 ACRESBASE DENSITY 30 PER ACREDENSITY BONUS - STACKED CALCULATION # OF UNITS ROUNDEDBASE DENSITY ROUNDED 155.1 UNITS 156 UNITSDENSITY BONUS 50.0% OF BASE UNITS 78.0 UNITS 78 UNITSTOTAL UNITS 234 UNITSOF WHICH 24.0% OF BASE UNITS ARE LOW INCOME 37.4 UNITS 38 UNITSDENSITY CALCULATION DESCRIPTION UNITS AFFORDABLE MARKETSTUDIO 6.8% 16 UNITS 3 UNITS 13 UNITS1 BEDROOM 36.8% 86 UNITS 14 UNITS 72 UNITS2 BEDROOM 46.2% 108 UNITS 17 UNITS 91 UNITS3 BEDROOM 10.3% 24 UNITS 4 UNITS 20 UNITSTOTAL UNITS 234 UNITS 38 UNITS 196 UNITS

AFFORDABLE UNIT RATIO
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
2/29/2024 4:34:28 PM
G-001

COVER SHEET
20-211003
PROPERTY AND PROJECT INFOADDRESS:ASSESSOR'S PARCEL NUMBER:213-0-090-275 EXISTING LAND USEUSE: VACANTZONE DESIGNATION: BRP AREA PLAN: VERIFYAPPROVALS REQUIRED:

ZONE CLEARANCEPZ# 22-500-04

SHEET INDEX
GENERALG-001 COVER SHEETCIVILC-1 GRADINGC-2 GRADINGC-3 GRADINGC-4 GRADINGC-5 GRADINGC-6 GRADINGC-7 GRADINGC-8 GRADINGC-9 UTILITY ARCHITECTURALA-0.1 SITE OVERVIEWA-0.2 SITE PHOTOSA-0.3 SITE PLANA-0.4 SAFE ROUTES TO SCHOOLS EXHIBITA-0.5 INTERIOR YARD SPACE AREASA-0.6 INTERIOR YARD SPACE AREASA-0.7 PARKING & LANDSCAPE AREASA-0.8 SECURITY PLAN - SITE & DRIVEWAYSA-0.9 SECURITY PLAN - 1ST FLOORA-0.10 SECURITY PLAN - 2ND FLOORA-0.11 SECURITY PLAN - 3RDA-0.12 SECURITY PLAN - 4THA-0.13 SECURITY PLAN - 5THA-0.14 SITE AMENITIESA-0.15 TRASH ENCLOSURE & CHUTESA-0.16 FIRE & TRASH TRUCK EXHIBITA-0.17 FIRE PUMP ROOMA-1.1 1ST FLOOR PLANA-1.2 2ND FLOOR PLANA-1.3 3RD FLOOR PLANA-1.4 4TH FLOOR PLANA-1.5 5TH FLOOR PLANA-1.6 ROOF PLANA-1.7 ELEVATORS AND STAIRSA-2.1 EXTERIOR ELEVATIONSA-2.2 EXTERIOR ELEVATIONS - COLORA-2.3 3D VIEWSA-2.4 3D VIEWSA-2.5 3D VIEWSA-2.6 RENDERINGSA-2.7 RENDERINGSA-2.8 MAIL ROOMA-2.9 INTERIOR DESIGN ELEMENTSA-2.10 EXTERIOR DESIGN ELEMENTSA-2.12 FENCES, GATES, SITE WALLS AND RAILINGSA-2.13 TRELLIS, MONUMENT SIGN, AND BALCONY EXHIBITSA-4.1 LSV - UNIT PLANSA-4.2 LSV - UNIT PLANS LANDSCAPEL-1 GROUND LEVELL-2 SECOND FLOOR COURTYARDSL-3 FIFTH FLOOR DECKPHOTOMETRICSPH-0.1 PHOTOMETRICS COURTYARDSPH-0.2 PHOTOMETRICS SITE PLANPH-0.3 PHOTOMETRICS PARKING PODIUM 2ND. FL. BLDG. AREAS

TOTAL BUILDING AREA AREA
BALCONY 6201 SFCOMMUNITY SPACE 685 SFCORRIDOR 10122 SFRESIDENTIAL 50621 SFUTILITY 2979 SFGrand total 70607 SF

PARKING SCHEDULE

PARKING TYPE PARKING SIZE COUNT

PODIUM PARKING
ACCESSIBLE 9'x19' MIN. 4
COMPACT 8'x19' MIN. 30EV-F 9'x19' MIN. 46EV-R 9'x19' MIN. 67EV-R AMBULATORY 10'x19' MIN. 3EVCS 9'x19' MIN. 2EVCS ACCESSIBLE 9'x19' MIN. 3EVCS AMBULATORY 10'x19' MIN. 1STANDARD 9'x19' MIN. 33TUCK UNDER PARKINGCOMPACT 8'x19' MIN. 6EV-F 9'x19' MIN. 5EV-R 9'x19' MIN. 8UNCOVERED PARKING ACCESSIBLE 9'x19' MIN. 2
COMPACT 8'x19' MIN. 65EV-F 9'x19' MIN. 18EV-R 9'x19' MIN. 10EVCS 9'x19' MIN. 9EVCS ACCESSIBLE 9'x19' MIN. 3STANDARD 9'x19' MIN. 36TOTAL: 351

LOCKWOOD III APARTMENTS
2151 LOCKWOOD STREET, OXNARD, CA 93036

SVM LOCKWOOD, LLC
1534 N. MOORPARK RD., SUITE 337, THOUSAND OAKS, CA 91360 DEVELOPER:SVM Development, LLC1534 N. Moorpark Rd., #337Thousand Oaks, CA 91360 Attention: Mark Ross
Phone: 805-222-2355E-mail : [email protected]
ARCHITECT:

Lauterbach & Associates ArchitectsMark Pettit, AIA, NCARB300 Montgomery Avenue, Ste. COxnard, California, 93036Phone: 805-988-0912E-Mail: [email protected] DIRECTORY2151 LOCKWOOD STREETOXNARD CA 93036 TOTAL 1 BD. UNITS: 86 TOTAL 2 BD. UNITS: 108 TOTAL 3 BD. UNITS: 24STUDIO UNITS: 16 TOTAL UNITS: 234

BUILDING AREA
BALCONY 5533 SFCOMMUNITY SPACE 685 SFCORRIDOR 10125 SFRESIDENTIAL 50621 SFUTILITY 2979 SFGrand total 69943 SF 4TH. FL. BLDG. AREAS

BUILDING AREA
BALCONY 5621 SFCOMMUNITY SPACE 685 SFCORRIDOR 10127 SFRESIDENTIAL 51317 SFUTILITY 2282 SFGrand total 70032 SF 5TH. FL. BLDG. AREAS

BUILDING AREA
BALCONY 5255 SFCOMMUNITY SPACE 1277 SFCORRIDOR 10122 SFRESIDENTIAL 48556 SFUTILITY 2282 SFGrand total 67493 SF TOTAL BLDG. AREAS

TOTAL BUILDING AREA AREA
BALCONY 22610 SFCOMMUNITY SPACE 13609 SFCORRIDOR 40497 SFCORRIDOR AND VERTICALCIRCULATION 2668 SF
COVERED: BALCONIES/ PATIOS/PARKING/ WALKWAYS
75250 SF
NON CONDITIONED BUILDING 592 SFRESIDENTIAL 201115 SFUTILITY 16710 SFGrand total 373051 SF NOTE: VERTICAL CIRCULATION COUNTED ONCE
LANDSCAPE:Brodersen AssociatesBrian Brodersen422 E. Main St.Ventura, CA 93001Phone : 805-320-4244E-mail : [email protected]:CCE Design Associates, Inc.Randy Chapman711 E. Daily Dr. #107Camarillo, CA 93010Phone : 805-738-5434E-mail : [email protected] TOTAL UNITS: 234
ACCESSIBLE PARKING REQUIREMENTS PER CBC 11B-208.2 PARKING UNITS PER CODE REQUIRED

PARKING ANALYSIS
BICYCLE STORAGE REQUIREMENTS PER CITY OF OXNARD MASTER PLANSTATE CODE (FOR REFERENCE PURPOSES ONLY)ELEC. VEH. CHARGING STATIONS REQ. PER CGS TABLE 4.106.4.2ACCESSIBLE EVCS PER CBC TABLE 11B-228.3.2.1 STUDIO 16 1 PARKING SPACE = 161BD. 86 1 PARKING SPACE = 862 BD. 108 1.5 PARKING SPACE = 1623 BD. 24 1.5 PARKING SPACE = 36 234 300
151-200 PARKING SPACES: (5) STANDARD ACCESSIBLE (1) VAN ACCESSIBLE(BASED ON 176 NON EV STALLS)PROVIDED: (5) STANDARD ACCESSIBLE (1) VAN ACCESSIBLESTALLS PROVIDED: 351REQUIRED EV CAPABLE (EV-F) : 351 x 10% = 36 STALLS PROVIDED: 69 STALLSREQUIRED EV READY (EV-R) : 351 x 25% = 88 STALLS PROVIDED: 88 STALLSREQUIRED EV CHARGERS (EVCS) : 351 x 5% = 18 STALLS PROVIDED: 18 STALLSTOTAL EV PROVIDED: 175 STALLS (101 AND OVER) EVCS REQUIRES TWO (2) VAN & FOUR (4) STANDARD ACCESSIBLE EVCS AND FOUR (4) AMBULATORY(BASED ON TOTAL 175 EV CHARGING STALLS)PROVIDED: (2) VAN ACCESSIBLE, (4) STANDARD ACCESSIBLE, (4) AMBULATORYREQ. SHORT TERM: 0.05/ BDRM: 0.05 x 390= 20 BIKE SPACESREQ. LONG TERM: 0.15/ BDRM: 0.15 x 390= 59 BIKE SPACESPROVIDED: 28 SHORT TERM, 60 LONG TERMNOTE: RESIDENT PARKING TO BE ASSIGNEDMINIMUM REQUIRED 25% OF 300 = 75 COMPACT SPACES
225 FULL SIZE SPACES
PROPOSED351 TOTAL 101 COMPACT SPACES
250 FULL SIZE SPACES
* ADMINISTRATIVE PARKING RELIEF REQUESTED

SITE ANALYSIS
AREA TYPE AREA %
CONDITIONED BUILDING 19727 SF 9%LANDSCAPE 57033 SF 25%NON CONDITIONED BUILDING 75250 SF 33%PAVEMENT 59738 SF 27%SIDEWALK DEDICATION 5053 SF 2%STREET DEDICATION 8548 SF 4%Grand total 225348 SF 100% 1ST FL. BLDG. AREAS

BUILDING AREAS AREA
COMMUNITY SPACE 10870 SFCORRIDOR AND VERTICAL CIRCULATION 2668 SFCOVERED: BALCONIES/ PATIOS/ PARKING/ WALKWAYS 75250 SFUTILITY 6189 SFGrand total 94976 SF LOT SIZE: 5.17 AC 100%
225,348 S.F.
(BALCONIES PROVIDED AT ALL UNITS) - ALL STALLS MEET 19' DEPTH REQUIREMENT WHEN INCLUDING 2' OVERHANG - ALL STALLS NOT LABELED AS COMPACT MEET OR EXCEED THE REQUIREMENTS FOR 'STANDARD STALL' PERSUANT SEC. 16-638 220
# # # # # # # # # # # # # # # # # # - - - - - - - - - - - - - - - - - - - - - R25' 150' RADIUS (N) 15' FIRE ESMNT. PROPOSED BUILDING GFF = 81.00 PAD = 80.33 SIGHT DISTANCE TRIANGLE R22.5'

7.59%

6.34% 1.27% 2.27% 1.90% 1.54% 81.00 FS 80.44 TC 79.94 FL 79.92 TC 79.42 FL

1.24%

6.26% 81.50 TC 81.00 FS 81.00 FS 80.33 FG 80.33 FG (79.94) JOIN (79.98) JOIN 80.38 FS 80.32 FS 81.16 TC 80.66 FS 81.01 TC 80.51 FS 81.38 FS

0.25% (80.98) JOIN (80.36) JOIN 81.09 TC 80.59 FS 80.50 TC 80.00 FL 81.13 TC 80.63 FS 80.96 TC 80.46 FL 81.50 TC 81.00 FS 81.50 TC 81.00 FS 80.05 FS 80.11 FS 1.94% 80.96 TC 80.46 FL 3 3 1 2 11 6 5 4

7.46% 1.35% 6 Scale 1" = 10 FT 0 5 10 20 30 GRADING PLAN MATCHLINE - SEE SHEET 2 ENGINEERING SITE PLAN APN: 213-0-090-275 GRADING CONSTRUCTION NOTES / LEGEND CONSTRUCT 6" CURB TYPE A1-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT 6" CURB AND GUTTER TYPE A2-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT HARDSCAPE. INSTALL MATERIAL ON 4" AGGREGATE BASE, SEE LANDSCAPE PLANS FOR PRODUCT SPECIFICATION. PRODUCT TO BE 4" P.C.C. UNLESS NOTED OTHERWISE. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=6. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=5. CONSTRUCT COLORED, SCORED CONCRETE. SEE LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DRIVEWAY PER CITY OF OXNARD STANDARD PLATE NO. 116. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. CONSTRUCT GARDEN WALL. NO PERMIT REQUIRED. CONSTRUCT EARTHEN SWALE TO INTERCEPT AND CONVEY FREEWAY RUNOFF. DRAIN TO EXISTING SWALE. 12345678 GRADING NOTES 1. PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDING PERIMETER WHERE THIS CONDITION IS NOT MET. 2. RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYS AFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER. 3. ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY. 4. TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OF WALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE. 5. CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH, GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED. CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS. 6. ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED. 7. STANDARD 12" HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. 8. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. 9. MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX. DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. 10. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTOR'S AND DEPARTMENT OF PUBLIC WORKS APPROVAL OF PROPOSED PROCEDURES. 11. FINISHED GRADE NOT TO EXCEED A FOUR INCH VERTICAL DROP WITHIN TWO FEET OF ADA ACCESSIBLE PATH. 12. ANY DAMAGED OR SUBSTANDARD SIDEWALK ALONG THE PROJECT FRONTAGES SHALL BE RECONSTRUCTED. CONFORM/SAWCUT SHALL BE MADE AT THE EXISTING JOINT OR SCORE-LINE. ALL EXISTING ADA CURB RAMPS ALONG THE PROJECT FRONTAGE SHALL BE BROUGHT UP TO ADA-STANDARDS. 910 SITE BFP BACKFLOW PREVENTION DEVICE BO BLOWOFF BOW BOTTOM OF WALL (AT GROUND) BW BACK OF WALK BLDG BUILDING CB CATCH BASIN CO CLEANOUT CONC CONCRETE CMP CORRUGATED METAL PIPE DR DOOR DS DOWN SPOUT ESMT EASEMENT EG EXISTING GRADE FC FACE OF CURB FF FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT FL FLOW LINE FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION LP LOW POINT MH MANHOLE PIV POST INDICATOR VALVE POC POINT OF CONNECTION R RIDGE RIM RIM ELEVATION RD ROOF DRAIN TC TOP OF CURB TW TOP OF WALL TE TRASH ENCLOSURE WM WATER METER WV WATER VALVE ABBREVIATIONS LEGEND NEW TRACT BOUNDARY SIDEWALK STORM DRAIN & CATCH BASIN ASPHALT BERM BLOCK/RETAINING WALL BUILDING LINE CONCRETE CURB CONCRETE CURB & GUTTER CONTOUR LINE DRIVEWAY EDGE OF PAVEMENT FENCE LINE LOT LINE EXISTING CONCRETE CURB CUT RIDGE LINE GRADE BREAK SANITARY SEWER WATER LINE AND WATER METER REAL PROPERTY IN THE COUNTY OF VENTURA, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 3 OF TRACT NO. 4881, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGE 44 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A PORTION OF PARCEL A AND ALL OF PARCEL B OF PLANNING AND ZONING PERMIT NUMBER 99-5-151 (LOT LINE ADJUSTMENT) AS SHOWN ON CERTIFICATE OF APPROVAL FOR LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, SHOWN AS PARCEL 2 OF PLANNING AND ZONING PERMIT NUMBER PZ 00-5-103 (LOT LINE ADJUSTMENT), RECORDED OCTOBER 31, 2000, AS DOCUMENT NO. 2000-171968 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEING ALL OF PARCEL B, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA AS PER THE LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; AND THAT PORTION OF PARCEL A OF SAID DOCUMENT LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID PARCEL A DISTANT THEREON NORTH 0° 04' 18" EAST 491.05 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL A; THENCE, 1ST: SOUTH 89° 55' 38" EAST 591.99 FEET TO THE EASTERLY LINE OF SAID PARCEL A. EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID LAND LYING 500 FEET BELOW THE SURFACE THEREOF, WITHOUT, HOWEVER, THE RIGHT TO ENTER UPON THE SURFACE OR UNDER 500 FEET OF THE SUBSURFACE OF SAID LAND. LEGAL DESCRIPTION 771 E. Daily Drive • Ste 120 • Camarillo, CA 93010 445 S Figueroa Street • Ste 3100 • Los Angeles, CA 90071 CCE DESIGN ASSOCIATES, INC. 805.738.5434 • www.ccedesignassociates.com MATCHLINE - SEE SHEET 6 S:\1.Projects\C20.0275D Lockwood 3\3.CAD\C20.0275D_ENTITLEMENT.dwg, 7/18/2023 4:41:13 PM, RandyChapman 221
# # # # # # ## # PROPOSED BUILDING GFF = 81.00 PAD = 80.33 FIRE PUMP ROOM 1.59% 1.84% 1.79% 1.56% 81.11 TC 80.61 FS 80.90 TC 80.40 FS 80.74 TC 80.24 FS 81.37 TC 80.87 FS 81.39 TC 80.89 FS 81.40 TC 80.90 FS

0.40%

0.46% 1.68% 81.36 TC 80.86 FS (80.73) JOIN 81.04 TC 80.54 FS 80.97 TC 80.47 FS 81.38 FS 81.38 FS 81.38 FS 80.50 TC 80.00 FL 11 11 1 1 4 4 5 5 5 80.88 TC 80.38 FS (N) 15' FIRE ESMNT. 3.15% MATCHLINE - SEE SHEET 3 ENGINEERING SITE PLAN APN: 213-0-090-275 GRADING CONSTRUCTION NOTES / LEGEND CONSTRUCT 6" CURB TYPE A1-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT 6" CURB AND GUTTER TYPE A2-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT HARDSCAPE. INSTALL MATERIAL ON 4" AGGREGATE BASE, SEE LANDSCAPE PLANS FOR PRODUCT SPECIFICATION. PRODUCT TO BE 4" P.C.C. UNLESS NOTED OTHERWISE. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=6. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=5. CONSTRUCT COLORED, SCORED CONCRETE. SEE LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DRIVEWAY PER CITY OF OXNARD STANDARD PLATE NO. 116. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. CONSTRUCT GARDEN WALL. NO PERMIT REQUIRED. CONSTRUCT EARTHEN SWALE TO INTERCEPT AND CONVEY FREEWAY RUNOFF. DRAIN TO EXISTING SWALE. 12345678 GRADING NOTES 1. PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDING PERIMETER WHERE THIS CONDITION IS NOT MET. 2. RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYS AFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER. 3. ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY. 4. TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OF WALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE. 5. CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH, GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED. CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS. 6. ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED. 7. STANDARD 12" HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. 8. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. 9. MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX. DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. 10. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTOR'S AND DEPARTMENT OF PUBLIC WORKS APPROVAL OF PROPOSED PROCEDURES. 11. FINISHED GRADE NOT TO EXCEED A FOUR INCH VERTICAL DROP WITHIN TWO FEET OF ADA ACCESSIBLE PATH. 12. ANY DAMAGED OR SUBSTANDARD SIDEWALK ALONG THE PROJECT FRONTAGES SHALL BE RECONSTRUCTED. CONFORM/SAWCUT SHALL BE MADE AT THE EXISTING JOINT OR SCORE-LINE. ALL EXISTING ADA CURB RAMPS ALONG THE PROJECT FRONTAGE SHALL BE BROUGHT UP TO ADA-STANDARDS. 910 SITE BFP BACKFLOW PREVENTION DEVICE BO BLOWOFF BOW BOTTOM OF WALL (AT GROUND) BW BACK OF WALK BLDG BUILDING CB CATCH BASIN CO CLEANOUT CONC CONCRETE CMP CORRUGATED METAL PIPE DR DOOR DS DOWN SPOUT ESMT EASEMENT EG EXISTING GRADE FC FACE OF CURB FF FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT FL FLOW LINE FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION LP LOW POINT MH MANHOLE PIV POST INDICATOR VALVE POC POINT OF CONNECTION R RIDGE RIM RIM ELEVATION RD ROOF DRAIN TC TOP OF CURB TW TOP OF WALL TE TRASH ENCLOSURE WM WATER METER WV WATER VALVE ABBREVIATIONS LEGEND NEW TRACT BOUNDARY SIDEWALK STORM DRAIN & CATCH BASIN ASPHALT BERM BLOCK/RETAINING WALL BUILDING LINE CONCRETE CURB CONCRETE CURB & GUTTER CONTOUR LINE DRIVEWAY EDGE OF PAVEMENT FENCE LINE LOT LINE EXISTING CONCRETE CURB CUT RIDGE LINE GRADE BREAK SANITARY SEWER WATER LINE AND WATER METER REAL PROPERTY IN THE COUNTY OF VENTURA, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 3 OF TRACT NO. 4881, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGE 44 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A PORTION OF PARCEL A AND ALL OF PARCEL B OF PLANNING AND ZONING PERMIT NUMBER 99-5-151 (LOT LINE ADJUSTMENT) AS SHOWN ON CERTIFICATE OF APPROVAL FOR LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, SHOWN AS PARCEL 2 OF PLANNING AND ZONING PERMIT NUMBER PZ 00-5-103 (LOT LINE ADJUSTMENT), RECORDED OCTOBER 31, 2000, AS DOCUMENT NO. 2000-171968 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEING ALL OF PARCEL B, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA AS PER THE LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; AND THAT PORTION OF PARCEL A OF SAID DOCUMENT LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID PARCEL A DISTANT THEREON NORTH 0° 04' 18" EAST 491.05 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL A; THENCE, 1ST: SOUTH 89° 55' 38" EAST 591.99 FEET TO THE EASTERLY LINE OF SAID PARCEL A. EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID LAND LYING 500 FEET BELOW THE SURFACE THEREOF, WITHOUT, HOWEVER, THE RIGHT TO ENTER UPON THE SURFACE OR UNDER 500 FEET OF THE SUBSURFACE OF SAID LAND. LEGAL DESCRIPTION 771 E. Daily Drive • Ste 120 • Camarillo, CA 93010 445 S Figueroa Street • Ste 3100 • Los Angeles, CA 90071 CCE DESIGN ASSOCIATES, INC. 805.738.5434 • www.ccedesignassociates.com Scale 1" = 10 FT 0 5 10 20 30 GRADING PLAN MATCHLINE - SEE SHEET 1 MATCHLINE - SEE SHEET 5 S:\1.Projects\C20.0275D Lockwood 3\3.CAD\C20.0275D_ENTITLEMENT.dwg, 7/18/2023 4:41:21 PM, RandyChapman 222
# # # # ## # # # # # # # # # # # # # # # - 150' RADIUS (N) 15' FIRE ESMNT. PROPOSED BUILDING GFF = 81.00 PAD = 80.33 (N) 15' FIRE ESMNT. 2.83% 79.93 TC 79.43 FS 81.14 TC 80.64 FS 81.14 TC 80.64 FS 80.10 TC 79.60 FS 80.86 TC 80.36 FL 80.68 TC 80.18 FS 80.80 TC 80.30 FL 81.31 TC 80.81 FS 81.35 TC 80.85 FL 0.63% (83.20) JOIN (82.11) JOIN (81.23) JOIN 80.33 FG 81.38 FS 80.31 TC 79.81 FS 80.98 TC 80.48 FS 80.92 FS 80.33 FG 80.33 FG 1 4 4 5 5 5 1 11 2 1.72% 1.82% 1.50% 80.22 TC 79.72 FL 79.25 TC 78.75 FL 79.39 TC 78.89 FL 1.45%80.10 TC 79.60 FS 80.90 TC 80.40 FS 5 1 80.37 TC 79.87 FS 80.23 TC 79.73 FS 80.34 TC 79.84 FS 1.43% 1.29% 1.39% 2.63% 2.25%

0.40%

1.93% 5

11.91%

9.11% 8.49% 5

16.17%

5.00% (N) 15' FIRE ESMNT. 10 ENGINEERING SITE PLAN APN: 213-0-090-275 GRADING CONSTRUCTION NOTES / LEGEND CONSTRUCT 6" CURB TYPE A1-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT 6" CURB AND GUTTER TYPE A2-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT HARDSCAPE. INSTALL MATERIAL ON 4" AGGREGATE BASE, SEE LANDSCAPE PLANS FOR PRODUCT SPECIFICATION. PRODUCT TO BE 4" P.C.C. UNLESS NOTED OTHERWISE. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=6. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=5. CONSTRUCT COLORED, SCORED CONCRETE. SEE LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DRIVEWAY PER CITY OF OXNARD STANDARD PLATE NO. 116. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. CONSTRUCT GARDEN WALL. NO PERMIT REQUIRED. CONSTRUCT EARTHEN SWALE TO INTERCEPT AND CONVEY FREEWAY RUNOFF. DRAIN TO EXISTING SWALE. 12345678 GRADING NOTES 1. PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDING PERIMETER WHERE THIS CONDITION IS NOT MET. 2. RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYS AFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER. 3. ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY. 4. TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OF WALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE. 5. CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH, GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED. CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS. 6. ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED. 7. STANDARD 12" HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. 8. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. 9. MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX. DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. 10. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTOR'S AND DEPARTMENT OF PUBLIC WORKS APPROVAL OF PROPOSED PROCEDURES. 11. FINISHED GRADE NOT TO EXCEED A FOUR INCH VERTICAL DROP WITHIN TWO FEET OF ADA ACCESSIBLE PATH. 12. ANY DAMAGED OR SUBSTANDARD SIDEWALK ALONG THE PROJECT FRONTAGES SHALL BE RECONSTRUCTED. CONFORM/SAWCUT SHALL BE MADE AT THE EXISTING JOINT OR SCORE-LINE. ALL EXISTING ADA CURB RAMPS ALONG THE PROJECT FRONTAGE SHALL BE BROUGHT UP TO ADA-STANDARDS. 910 SITE BFP BACKFLOW PREVENTION DEVICE BO BLOWOFF BOW BOTTOM OF WALL (AT GROUND) BW BACK OF WALK BLDG BUILDING CB CATCH BASIN CO CLEANOUT CONC CONCRETE CMP CORRUGATED METAL PIPE DR DOOR DS DOWN SPOUT ESMT EASEMENT EG EXISTING GRADE FC FACE OF CURB FF FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT FL FLOW LINE FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION LP LOW POINT MH MANHOLE PIV POST INDICATOR VALVE POC POINT OF CONNECTION R RIDGE RIM RIM ELEVATION RD ROOF DRAIN TC TOP OF CURB TW TOP OF WALL TE TRASH ENCLOSURE WM WATER METER WV WATER VALVE ABBREVIATIONS LEGEND NEW TRACT BOUNDARY SIDEWALK STORM DRAIN & CATCH BASIN ASPHALT BERM BLOCK/RETAINING WALL BUILDING LINE CONCRETE CURB CONCRETE CURB & GUTTER CONTOUR LINE DRIVEWAY EDGE OF PAVEMENT FENCE LINE LOT LINE EXISTING CONCRETE CURB CUT RIDGE LINE GRADE BREAK SANITARY SEWER WATER LINE AND WATER METER REAL PROPERTY IN THE COUNTY OF VENTURA, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 3 OF TRACT NO. 4881, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGE 44 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A PORTION OF PARCEL A AND ALL OF PARCEL B OF PLANNING AND ZONING PERMIT NUMBER 99-5-151 (LOT LINE ADJUSTMENT) AS SHOWN ON CERTIFICATE OF APPROVAL FOR LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, SHOWN AS PARCEL 2 OF PLANNING AND ZONING PERMIT NUMBER PZ 00-5-103 (LOT LINE ADJUSTMENT), RECORDED OCTOBER 31, 2000, AS DOCUMENT NO. 2000-171968 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEING ALL OF PARCEL B, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA AS PER THE LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; AND THAT PORTION OF PARCEL A OF SAID DOCUMENT LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID PARCEL A DISTANT THEREON NORTH 0° 04' 18" EAST 491.05 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL A; THENCE, 1ST: SOUTH 89° 55' 38" EAST 591.99 FEET TO THE EASTERLY LINE OF SAID PARCEL A. EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID LAND LYING 500 FEET BELOW THE SURFACE THEREOF, WITHOUT, HOWEVER, THE RIGHT TO ENTER UPON THE SURFACE OR UNDER 500 FEET OF THE SUBSURFACE OF SAID LAND. LEGAL DESCRIPTION 771 E. Daily Drive • Ste 120 • Camarillo, CA 93010 445 S Figueroa Street • Ste 3100 • Los Angeles, CA 90071 CCE DESIGN ASSOCIATES, INC. 805.738.5434 • www.ccedesignassociates.com Scale 1" = 10 FT 0 5 10 20 30 GRADING PLAN MATCHLINE - SEE SHEET 2 MATCHLINE - SEE SHEET 4 S:\1.Projects\C20.0275D Lockwood 3\3.CAD\C20.0275D_ENTITLEMENT.dwg, 7/18/2023 4:41:29 PM, RandyChapman 223
# # # # # # # # ## # # # # # 150' RADIUS PROPOSED BUILDING GFF = 81.00 PAD = 80.33 3.79% 1.37% 1.48%

1.85%

1.89%

1.92% 80.95 TC 80.45 FS 80.95 TC 80.45 FS 81.18 TC 80.68 FS 81.12 TC 80.62 FS 81.11 TC 80.61 FS 80.86 TC 80.36 FS 80.77 TC 80.27 FS 0.45% 0.35% 81.00 FG 81.00 FS (80.98) JOIN 1.51% 81.35 TC 80.85 FS 81.05 TC 80.55 FS 4 4 5 5 6 6 1 1 1 1 80.95 FS

7.57%

14.81% 2 2 0.40% 81.25 TC 80.75 FS 81.23 TC 80.73 FS 81.21 TC 80.71 FS (N) 15' FIRE ESMNT. 80.15 FL/HP 80.08 FL/HP 10 MATCHLINE - SEE SHEET 5 Scale 1" = 10 FT 0 5 10 20 30 GRADING CONSTRUCTION NOTES / LEGEND CONSTRUCT 6" CURB TYPE A1-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT 6" CURB AND GUTTER TYPE A2-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT HARDSCAPE. INSTALL MATERIAL ON 4" AGGREGATE BASE, SEE LANDSCAPE PLANS FOR PRODUCT SPECIFICATION. PRODUCT TO BE 4" P.C.C. UNLESS NOTED OTHERWISE. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=6. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=5. CONSTRUCT COLORED, SCORED CONCRETE. SEE LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DRIVEWAY PER CITY OF OXNARD STANDARD PLATE NO. 116. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. CONSTRUCT GARDEN WALL. NO PERMIT REQUIRED. CONSTRUCT EARTHEN SWALE TO INTERCEPT AND CONVEY FREEWAY RUNOFF. DRAIN TO EXISTING SWAL 12345678 GRADING NOTES 1. PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDING PERIMETER WHERE THIS CONDITION IS NOT MET. 2. RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATE THAN 10 DAYS AFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER. 3. ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY. 4. TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OF WALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE. 5. CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH, GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED. CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS. 6. ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED. 7. STANDARD 12" HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. 8. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. 9. MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX. DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. 10. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTOR'S AND DEPARTMENT OF PUBLIC WORKS APPROVAL OF PROPOSED PROCEDURES. 11. FINISHED GRADE NOT TO EXCEED A FOUR INCH VERTICAL DROP WITHIN TWO FEET OF ADA ACCESSIBLE PATH. 12. ANY DAMAGED OR SUBSTANDARD SIDEWALK ALONG THE PROJECT FRONTAGES SHALL BE RECONSTRUCTED. CONFORM/SAWC SHALL BE MADE AT THE EXISTING JOINT OR SCORE-LINE. ALL EXISTING ADA CURB RAMPS ALONG THE PROJECT FRONTAGE SHA BE BROUGHT UP TO ADA-STANDARDS. 910 SITE LEGEND NEW TRACT BOUNDARY SIDEWALK STORM DRAIN & CATCH BASIN ASPHALT BERM BLOCK/RETAINING WALL BUILDING LINE CONCRETE CURB CONCRETE CURB & GUTTER CONTOUR LINE DRIVEWAY EDGE OF PAVEMENT FENCE LINE LOT LINE EXISTING CONCRETE CURB CUT RIDGE LINE GRADE BREAK SANITARY SEWER WATER LINE AND WATER METER BFP BACKFLOW PREVENTION DEVICE BO BLOWOFF BOW BOTTOM OF WALL (AT GROUND) BW BACK OF WALK BLDG BUILDING CB CATCH BASIN CO CLEANOUT CONC CONCRETE CMP CORRUGATED METAL PIPE DR DOOR DS DOWN SPOUT ESMT EASEMENT EG EXISTING GRADE FC FACE OF CURB FF FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT FL FLOW LINE FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION LP LOW POINT MH MANHOLE PIV POST INDICATOR VALVE POC POINT OF CONNECTION R RIDGE RIM RIM ELEVATION RD ROOF DRAIN TC TOP OF CURB TW TOP OF WALL TE TRASH ENCLOSURE WM WATER METER WV WATER VALVE ABBREVIATIONS ENGINEERING SITE PLAN APN: 213-0-090-275 REAL PROPERTY IN THE COUNTY OF VENTURA, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 3 OF TRACT NO. 4881, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGE 44 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A PORTION OF PARCEL A AND ALL OF PARCEL B OF PLANNING AND ZONING PERMIT NUMBER 99-5-151 (LOT LINE ADJUSTMENT) AS SHOWN ON CERTIFICATE OF APPROVAL FOR LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, SHOWN AS PARCEL 2 OF PLANNING AND ZONING PERMIT NUMBER PZ 00-5-103 (LOT LINE ADJUSTMENT), RECORDED OCTOBER 31, 2000, AS DOCUMENT NO. 2000-171968 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEING ALL OF PARCEL B, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA AS PER THE LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; AND THAT PORTION OF PARCEL A OF SAID DOCUMENT LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID PARCEL A DISTANT THEREON NORTH 0° 04' 18" EAST 491.05 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL A; THENCE, 1ST: SOUTH 89° 55' 38" EAST 591.99 FEET TO THE EASTERLY LINE OF SAID PARCEL A. EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID LAND LYING 500 FEET BELOW THE SURFACE THEREOF, WITHOUT, HOWEVER, THE RIGHT TO ENTER UPON THE SURFACE OR UNDER 500 FEET OF THE SUBSURFACE OF SAID LAND. LEGAL DESCRIPTION 771 E. Daily Drive • Ste 120 • Camarillo, CA 93010 445 S Figueroa Street • Ste 3100 • Los Angeles, CA 90071 CCE DESIGN ASSOCIATES, INC. 805.738.5434 • www.ccedesignassociates.com GRADING PLAN MATCHLINE - SEE SHEET 8
MATCHLINE - SEE SHEET 3 S:\1.Projects\C20.0275D Lockwood 3\3.CAD\C20.0275D_ENTITLEMENT.dwg, 7/18/2023 4:41:37 PM, RandyChapman 224
# ## # # # # # # # # # 150' RADIUS (N) 15' FIRE ESMNT. PROPOSED BUILDING GFF = 81.00 PAD = 80.33 1.50% 1.50% 80.75 TC 80.25 FS 80.56 TC 80.06 FS 81.00 FS81.00 FS 80.97 FS81.00 FS 81.00 FS 81.00 FS 81.00 FS 81.00 FS81.00 FS 80.97 FS 81.00 FG 80.75 FS 80.77 TC 80.27 FS 4 5 5 3 3 3 3 3 1 1 80.75 TC 80.25 FS 1.09% 1.09% 1.82% ENGINEERING SITE PLAN APN: 213-0-090-275 GRADING CONSTRUCTION NOTES / LEGEND CONSTRUCT 6" CURB TYPE A1-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT 6" CURB AND GUTTER TYPE A2-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT HARDSCAPE. INSTALL MATERIAL ON 4" AGGREGATE BASE, SEE LANDSCAPE PLANS FOR PRODUCT SPECIFICATION. PRODUCT TO BE 4" P.C.C. UNLESS NOTED OTHERWISE. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=6. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=5. CONSTRUCT COLORED, SCORED CONCRETE. SEE LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DRIVEWAY PER CITY OF OXNARD STANDARD PLATE NO. 116. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. CONSTRUCT GARDEN WALL. NO PERMIT REQUIRED. CONSTRUCT EARTHEN SWALE TO INTERCEPT AND CONVEY FREEWAY RUNOFF. DRAIN TO EXISTING SWALE 12345678 GRADING NOTES 1. PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDING PERIMETER WHERE THIS CONDITION IS NOT MET. 2. RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYS AFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER. 3. ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY. 4. TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OF WALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE. 5. CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH, GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED. CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS. 6. ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED. 7. STANDARD 12" HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. 8. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. 9. MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX. DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. 10. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTOR'S AND DEPARTMENT OF PUBLIC WORKS APPROVAL OF PROPOSED PROCEDURES. 11. FINISHED GRADE NOT TO EXCEED A FOUR INCH VERTICAL DROP WITHIN TWO FEET OF ADA ACCESSIBLE PATH. 12. ANY DAMAGED OR SUBSTANDARD SIDEWALK ALONG THE PROJECT FRONTAGES SHALL BE RECONSTRUCTED. CONFORM/SAWCU SHALL BE MADE AT THE EXISTING JOINT OR SCORE-LINE. ALL EXISTING ADA CURB RAMPS ALONG THE PROJECT FRONTAGE SHA BE BROUGHT UP TO ADA-STANDARDS. 910 SITE BFP BACKFLOW PREVENTION DEVICE BO BLOWOFF BOW BOTTOM OF WALL (AT GROUND) BW BACK OF WALK BLDG BUILDING CB CATCH BASIN CO CLEANOUT CONC CONCRETE CMP CORRUGATED METAL PIPE DR DOOR DS DOWN SPOUT ESMT EASEMENT EG EXISTING GRADE FC FACE OF CURB FF FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT FL FLOW LINE FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION LP LOW POINT MH MANHOLE PIV POST INDICATOR VALVE POC POINT OF CONNECTION R RIDGE RIM RIM ELEVATION RD ROOF DRAIN TC TOP OF CURB TW TOP OF WALL TE TRASH ENCLOSURE WM WATER METER WV WATER VALVE ABBREVIATIONS LEGEND NEW TRACT BOUNDARY SIDEWALK STORM DRAIN & CATCH BASIN ASPHALT BERM BLOCK/RETAINING WALL BUILDING LINE CONCRETE CURB CONCRETE CURB & GUTTER CONTOUR LINE DRIVEWAY EDGE OF PAVEMENT FENCE LINE LOT LINE EXISTING CONCRETE CURB CUT RIDGE LINE GRADE BREAK SANITARY SEWER WATER LINE AND WATER METER REAL PROPERTY IN THE COUNTY OF VENTURA, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 3 OF TRACT NO. 4881, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGE 44 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A PORTION OF PARCEL A AND ALL OF PARCEL B OF PLANNING AND ZONING PERMIT NUMBER 99-5-151 (LOT LINE ADJUSTMENT) AS SHOWN ON CERTIFICATE OF APPROVAL FOR LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, SHOWN AS PARCEL 2 OF PLANNING AND ZONING PERMIT NUMBER PZ 00-5-103 (LOT LINE ADJUSTMENT), RECORDED OCTOBER 31, 2000, AS DOCUMENT NO. 2000-171968 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEING ALL OF PARCEL B, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA AS PER THE LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; AND THAT PORTION OF PARCEL A OF SAID DOCUMENT LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID PARCEL A DISTANT THEREON NORTH 0° 04' 18" EAST 491.05 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL A; THENCE, 1ST: SOUTH 89° 55' 38" EAST 591.99 FEET TO THE EASTERLY LINE OF SAID PARCEL A. EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID LAND LYING 500 FEET BELOW THE SURFACE THEREOF, WITHOUT, HOWEVER, THE RIGHT TO ENTER UPON THE SURFACE OR UNDER 500 FEET OF THE SUBSURFACE OF SAID LAND. LEGAL DESCRIPTION 771 E. Daily Drive • Ste 120 • Camarillo, CA 93010 445 S Figueroa Street • Ste 3100 • Los Angeles, CA 90071 CCE DESIGN ASSOCIATES, INC. 805.738.5434 • www.ccedesignassociates.com Scale 1" = 10 FT 0 5 10 20 30 GRADING PLAN MATCHLINE - SEE SHEET 6 MATCHLINE - SEE SHEET 7 MATCHLINE - SEE SHEET 4
MATCHLINE - SEE SHEET 2 S:\1.Projects\C20.0275D Lockwood 3\3.CAD\C20.0275D_ENTITLEMENT.dwg, 7/18/2023 4:41:46 PM, RandyChapman 225
- # # # # # # # # # # # # # - - - - - # - - - - - 150' RADIUS D PROPOSED (N) 15' FIRE ESMNT. BUILDING GFF = 81.00 PAD = 80.33 REPLACE 100 SF OF EXISTING BIOSWALE IN DRIVEWAY WITH NEW BIOSWALE SIGHT DISTANCE TRIANGLE 1.50%

1.50% 1.16%

1.21%

1.66% 79.33 TC 78.83 FL 79.92 TC 79.42 FL 80.72 TC 80.22 FS 80.58 TC 80.08 FS 79.51 TC 79.01 FL 81.00 FS 81.00 FS 78.46 FS 78.14 FS 8.73% 80.33 FG 80.33 FG 80.33 FG

5.04%

2.14% 78.57 TC 78.07 FL 77.94 TC 77.44 FL 80.78 TC 80.28 FS 80.25 TC 79.58 FL 80.13 FS (79.00) JOIN (78.65) JOIN (77.83) JOIN 78.40 FS 78.08 FS 1.48% 6.30% 3.67% 1.19% 1.21% 78.64 FS 79.58 TW 78.04 BW 80.83 TW 77.42 BW 4 4 5 5 6 3 3 3 3 1 1 2 2 1 8 8 7.17% 2 5 2.45% 80.80 TC 80.30 FS 79.02 TC 78.52 FL 79.29 TC 78.79 FS (77.83) JOIN (78.96) JOIN 2.0% ENGINEERING SITE PLAN APN: 213-0-090-275 GRADING CONSTRUCTION NOTES / LEGEND CONSTRUCT 6" CURB TYPE A1-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT 6" CURB AND GUTTER TYPE A2-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT HARDSCAPE. INSTALL MATERIAL ON 4" AGGREGATE BASE, SEE LANDSCAPE PLANS FOR PRODUCT SPECIFICATION. PRODUCT TO BE 4" P.C.C. UNLESS NOTED OTHERWISE. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=6. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=5. CONSTRUCT COLORED, SCORED CONCRETE. SEE LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DRIVEWAY PER CITY OF OXNARD STANDARD PLATE NO. 116. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. CONSTRUCT GARDEN WALL. NO PERMIT REQUIRED. CONSTRUCT EARTHEN SWALE TO INTERCEPT AND CONVEY FREEWAY RUNOFF. DRAIN TO EXISTING SWALE 12345678 GRADING NOTES 1. PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDING PERIMETER WHERE THIS CONDITION IS NOT MET. 2. RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYS AFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER. 3. ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY. 4. TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OF WALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE. 5. CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH, GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED. CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS. 6. ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED. 7. STANDARD 12" HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. 8. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. 9. MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX. DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. 10. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTOR'S AND DEPARTMENT OF PUBLIC WORKS APPROVAL OF PROPOSED PROCEDURES. 11. FINISHED GRADE NOT TO EXCEED A FOUR INCH VERTICAL DROP WITHIN TWO FEET OF ADA ACCESSIBLE PATH. 12. ANY DAMAGED OR SUBSTANDARD SIDEWALK ALONG THE PROJECT FRONTAGES SHALL BE RECONSTRUCTED. CONFORM/SAWCU SHALL BE MADE AT THE EXISTING JOINT OR SCORE-LINE. ALL EXISTING ADA CURB RAMPS ALONG THE PROJECT FRONTAGE SHA BE BROUGHT UP TO ADA-STANDARDS. 910 SITE BFP BACKFLOW PREVENTION DEVICE BO BLOWOFF BOW BOTTOM OF WALL (AT GROUND) BW BACK OF WALK BLDG BUILDING CB CATCH BASIN CO CLEANOUT CONC CONCRETE CMP CORRUGATED METAL PIPE DR DOOR DS DOWN SPOUT ESMT EASEMENT EG EXISTING GRADE FC FACE OF CURB FF FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT FL FLOW LINE FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION LP LOW POINT MH MANHOLE PIV POST INDICATOR VALVE POC POINT OF CONNECTION R RIDGE RIM RIM ELEVATION RD ROOF DRAIN TC TOP OF CURB TW TOP OF WALL TE TRASH ENCLOSURE WM WATER METER WV WATER VALVE ABBREVIATIONS LEGEND NEW TRACT BOUNDARY SIDEWALK STORM DRAIN & CATCH BASIN ASPHALT BERM BLOCK/RETAINING WALL BUILDING LINE CONCRETE CURB CONCRETE CURB & GUTTER CONTOUR LINE DRIVEWAY EDGE OF PAVEMENT FENCE LINE LOT LINE EXISTING CONCRETE CURB CUT RIDGE LINE GRADE BREAK SANITARY SEWER WATER LINE AND WATER METER REAL PROPERTY IN THE COUNTY OF VENTURA, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 3 OF TRACT NO. 4881, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGE 44 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A PORTION OF PARCEL A AND ALL OF PARCEL B OF PLANNING AND ZONING PERMIT NUMBER 99-5-151 (LOT LINE ADJUSTMENT) AS SHOWN ON CERTIFICATE OF APPROVAL FOR LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, SHOWN AS PARCEL 2 OF PLANNING AND ZONING PERMIT NUMBER PZ 00-5-103 (LOT LINE ADJUSTMENT), RECORDED OCTOBER 31, 2000, AS DOCUMENT NO. 2000-171968 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEING ALL OF PARCEL B, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA AS PER THE LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; AND THAT PORTION OF PARCEL A OF SAID DOCUMENT LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID PARCEL A DISTANT THEREON NORTH 0° 04' 18" EAST 491.05 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL A; THENCE, 1ST: SOUTH 89° 55' 38" EAST 591.99 FEET TO THE EASTERLY LINE OF SAID PARCEL A. EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID LAND LYING 500 FEET BELOW THE SURFACE THEREOF, WITHOUT, HOWEVER, THE RIGHT TO ENTER UPON THE SURFACE OR UNDER 500 FEET OF THE SUBSURFACE OF SAID LAND.LEGAL DESCRIPTION 771 E. Daily Drive • Ste 120 • Camarillo, CA 93010 445 S Figueroa Street • Ste 3100 • Los Angeles, CA 90071 CCE DESIGN ASSOCIATES, INC. 805.738.5434 • www.ccedesignassociates.com Scale 1" = 10 FT 0 5 10 20 30 GRADING PLAN MATCHLINE - SEE SHEET 5 MATCHLINE - SEE SHEET 1 S:\1.Projects\C20.0275D Lockwood 3\3.CAD\C20.0275D_ENTITLEMENT.dwg, 7/18/2023 4:41:55 PM, RandyChapman 226
# ## # # -- - - - - (N) 15' FIRE ESMNT. 1.14% 2.32% 1.03% 80.80 TC 80.30 FS 80.40 TC 79.90 FS 0.09% 80.85 TW 77.29 BW 80.66 TW 76.88 BW 80.90 TW 76.88 BW 80.56 TW 77.71 BW 80.60 TC 80.10 FS 1.19% 4 5 3 3 3 8 8 88 1 1 1 1 5 80.80 TC 80.30 FS 5 80.47 TC 79.97 FS 80.60 TC 80.10 FS 5 80.58 TC 80.08 FS 1.29% 1.29% 80.39 TC 79.89 FS 1.28% 0.40%

0.40% 5 80.33 TC 79.66 FL 80.57 TC 79.90 FL 1 13.49%

13.95% 12.09% 81.00 FG 81.00 FG 80.62 TC 80.12 FS 80.59 TC 80.09 FS 79.91 FL/HP ENGINEERING SITE PLAN APN: 213-0-090-275 GRADING CONSTRUCTION NOTES / LEGEND CONSTRUCT 6" CURB TYPE A1-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT 6" CURB AND GUTTER TYPE A2-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT HARDSCAPE. INSTALL MATERIAL ON 4" AGGREGATE BASE, SEE LANDSCAPE PLANS FOR PRODUCT SPECIFICATION. PRODUCT TO BE 4" P.C.C. UNLESS NOTED OTHERWISE. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=6. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=5. CONSTRUCT COLORED, SCORED CONCRETE. SEE LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DRIVEWAY PER CITY OF OXNARD STANDARD PLATE NO. 116. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. CONSTRUCT GARDEN WALL. NO PERMIT REQUIRED. CONSTRUCT EARTHEN SWALE TO INTERCEPT AND CONVEY FREEWAY RUNOFF. DRAIN TO EXISTING SWALE 12345678 GRADING NOTES 1. PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDING PERIMETER WHERE THIS CONDITION IS NOT MET. 2. RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYS AFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER. 3. ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY. 4. TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OF WALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE. 5. CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH, GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED. CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS. 6. ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED. 7. STANDARD 12" HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. 8. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. 9. MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX. DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. 10. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTOR'S AND DEPARTMENT OF PUBLIC WORKS APPROVAL OF PROPOSED PROCEDURES. 11. FINISHED GRADE NOT TO EXCEED A FOUR INCH VERTICAL DROP WITHIN TWO FEET OF ADA ACCESSIBLE PATH. 12. ANY DAMAGED OR SUBSTANDARD SIDEWALK ALONG THE PROJECT FRONTAGES SHALL BE RECONSTRUCTED. CONFORM/SAWCU SHALL BE MADE AT THE EXISTING JOINT OR SCORE-LINE. ALL EXISTING ADA CURB RAMPS ALONG THE PROJECT FRONTAGE SHA BE BROUGHT UP TO ADA-STANDARDS. 910 SITE BFP BACKFLOW PREVENTION DEVICE BO BLOWOFF BOW BOTTOM OF WALL (AT GROUND) BW BACK OF WALK BLDG BUILDING CB CATCH BASIN CO CLEANOUT CONC CONCRETE CMP CORRUGATED METAL PIPE DR DOOR DS DOWN SPOUT ESMT EASEMENT EG EXISTING GRADE FC FACE OF CURB FF FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT FL FLOW LINE FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION LP LOW POINT MH MANHOLE PIV POST INDICATOR VALVE POC POINT OF CONNECTION R RIDGE RIM RIM ELEVATION RD ROOF DRAIN TC TOP OF CURB TW TOP OF WALL TE TRASH ENCLOSURE WM WATER METER WV WATER VALVE ABBREVIATIONS LEGEND NEW TRACT BOUNDARY SIDEWALK STORM DRAIN & CATCH BASIN ASPHALT BERM BLOCK/RETAINING WALL BUILDING LINE CONCRETE CURB CONCRETE CURB & GUTTER CONTOUR LINE DRIVEWAY EDGE OF PAVEMENT FENCE LINE LOT LINE EXISTING CONCRETE CURB CUT RIDGE LINE GRADE BREAK SANITARY SEWER WATER LINE AND WATER METER REAL PROPERTY IN THE COUNTY OF VENTURA, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 3 OF TRACT NO. 4881, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGE 44 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A PORTION OF PARCEL A AND ALL OF PARCEL B OF PLANNING AND ZONING PERMIT NUMBER 99-5-151 (LOT LINE ADJUSTMENT) AS SHOWN ON CERTIFICATE OF APPROVAL FOR LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, SHOWN AS PARCEL 2 OF PLANNING AND ZONING PERMIT NUMBER PZ 00-5-103 (LOT LINE ADJUSTMENT), RECORDED OCTOBER 31, 2000, AS DOCUMENT NO. 2000-171968 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEING ALL OF PARCEL B, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA AS PER THE LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; AND THAT PORTION OF PARCEL A OF SAID DOCUMENT LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID PARCEL A DISTANT THEREON NORTH 0° 04' 18" EAST 491.05 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL A; THENCE, 1ST: SOUTH 89° 55' 38" EAST 591.99 FEET TO THE EASTERLY LINE OF SAID PARCEL A. EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID LAND LYING 500 FEET BELOW THE SURFACE THEREOF, WITHOUT, HOWEVER, THE RIGHT TO ENTER UPON THE SURFACE OR UNDER 500 FEET OF THE SUBSURFACE OF SAID LAND. LEGAL DESCRIPTION 771 E. Daily Drive • Ste 120 • Camarillo, CA 93010 445 S Figueroa Street • Ste 3100 • Los Angeles, CA 90071 CCE DESIGN ASSOCIATES, INC. 805.738.5434 • www.ccedesignassociates.com Scale 1" = 10 FT 0 5 10 20 30 GRADING PLAN MATCHLINE - SEE SHEET 8 MATCHLINE - SEE SHEET 5 S:\1.Projects\C20.0275D Lockwood 3\3.CAD\C20.0275D_ENTITLEMENT.dwg, 7/18/2023 4:42:04 PM, RandyChapman 227
# # # # # # - - 150' RADIUS 1.70% 1.67% 1.88% 80.53 TC 80.03 FS 80.96 TC 80.46 FS 81.50 TC 81.00 FS (80.50) JOIN 80.79 TC 80.29 FS 1.25% 80.23 TC 79.73 FL 77.80 TW 80.48 BW 80.56 TW 78.56 BW 80.65 TW 79.54 BW 80.72 TW 79.29 BW 4 4 5 5 5 2 1 8 9 99 80.79 TC 80.29 FS

0.50%

0.40% 80.47 TC 79.97 FS 1 81.00 FG81.50 TC 81.00 FS 81.00 TC 80.50 FS 80.80 TC 80.30 FS 1 1.33%

1.33% 1.36% 1.57% 3 1 10.19% 12.69% 80.10 FL/HP 10 GRADING PLAN MATCHLINE - SEE SHEET 7 Scale 1" = 10 FT 0 5 10 20 30 GRADING CONSTRUCTION NOTES / LEGEND CONSTRUCT 6" CURB TYPE A1-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT 6" CURB AND GUTTER TYPE A2-6 PER CITY OF OXNARD STANDARD PLATE NO. 111. CONSTRUCT HARDSCAPE. INSTALL MATERIAL ON 4" AGGREGATE BASE, SEE LANDSCAPE PLANS FOR PRODUCT SPECIFICATION. PRODUCT TO BE 4" P.C.C. UNLESS NOTED OTHERWISE. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=6. CONSTRUCT A.C. PAVEMENT, 3" ASPHALT CONCRETE OVER 4" CLASS II BASE, TI=5. CONSTRUCT COLORED, SCORED CONCRETE. SEE LANDSCAPE PLANS FOR DETAILS. CONSTRUCT DRIVEWAY PER CITY OF OXNARD STANDARD PLATE NO. 116. CONSTRUCT RETAINING WALL PER SEPARATE PERMIT. CONSTRUCT GARDEN WALL. NO PERMIT REQUIRED. CONSTRUCT EARTHEN SWALE TO INTERCEPT AND CONVEY FREEWAY RUNOFF. DRAIN TO EXISTING SWALE. 12345678 GRADING NOTES 1. PROVIDE 8-INCHES MINIMUM CLEAR SPACE FROM FINISHED SOIL GRADE (FG) TO BUILDING WALL. CONSTRUCT STEM WALL AT BUILDING PERIMETER WHERE THIS CONDITION IS NOT MET. 2. RETAINING WALLS LOCATED CLOSER TO THE PROPERTY LINE THAN THE HEIGHT OF THE WALL SHALL BE BACKFILLED NOT LATER THAN 10 DAYS AFTER CONSTRUCTION OF THE WALL AND NECESSARY STRUCTURAL SUPPORTING MEMBERS UNLESS RECOMMENDED OTHERWISE BY RESPONSIBLE ENGINEER. 3. ADA HANDRAILS, PARKING SIGNS, AND PARKING STRIPING ARE PER ARCHITECTURAL PLANS AND ARE SHOWN HEREON FOR REFERENCE ONLY. 4. TOP OF WALL CALLOUTS REPRESENT TOP OF RETAINED SURFACE AND DO NOT INCLUDE WALL FREEBOARD AS SHOWN ON DETAILS. BOTTOM OF WALL CALLOUTS REPRESENT FACE OF WALL AT FINISHED SURFACE. 5. CLEARING AND GRUBBING OF THE SITE SHOULD CONSIST OF THE REMOVAL OF ASPHALT, CONCRETE SLAB, VEGETATION SUCH AS BRUSH, GRASS, WOOD, STUMPS, TREES, ROOTS OF TREES AND OTHERWISE DELETERIOUS NATURAL MATERIALS FROM THE AREAS TO BE GRADED. CLEARING AND GRUBBING SHOULD EXTEND TO THE OUTSIDE OF ALL PROPOSED EXCAVATION AND FILL AREAS. 6. ALL GRADING SLOPES SHALL BE PLANTED AND SPRINKLERED. 7. STANDARD 12" HIGH BERM IS REQUIRED AT TOP OF ALL GRADED SLOPES. 8. NO FILL TO BE PLACED, UNTIL THE CITY GRADING INSPECTOR HAS INSPECTED AND APPROVED THE BOTTOM EXCAVATION. 9. MAN-MADE FILL SHALL BE COMPACTED TO A MINIMUM RELATIVE COMPACTION OF 90% MAX. DRY DENSITY WITHIN 40' BELOW FINISH GRADE AND 93% OF MAX. DRY DENSITY DEEPER THAN 40' BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90% OF MAX. DRY DENSITY) IS JUSTIFIED BY THE SOILS ENGINEER. 10. TEMPORARY EROSION CONTROL TO BE INSTALLED BETWEEN OCTOBER 1 AND APRIL 15. OBTAIN GRADING INSPECTOR'S AND DEPARTMENT OF PUBLIC WORKS APPROVAL OF PROPOSED PROCEDURES. 11. FINISHED GRADE NOT TO EXCEED A FOUR INCH VERTICAL DROP WITHIN TWO FEET OF ADA ACCESSIBLE PATH. 12. ANY DAMAGED OR SUBSTANDARD SIDEWALK ALONG THE PROJECT FRONTAGES SHALL BE RECONSTRUCTED. CONFORM/SAWCUT SHALL BE MADE AT THE EXISTING JOINT OR SCORE-LINE. ALL EXISTING ADA CURB RAMPS ALONG THE PROJECT FRONTAGE SHALL BE BROUGHT UP TO ADA-STANDARDS. 910 SITE LEGEND NEW TRACT BOUNDARY SIDEWALK STORM DRAIN & CATCH BASIN ASPHALT BERM BLOCK/RETAINING WALL BUILDING LINE CONCRETE CURB CONCRETE CURB & GUTTER CONTOUR LINE DRIVEWAY EDGE OF PAVEMENT FENCE LINE LOT LINE EXISTING CONCRETE CURB CUT RIDGE LINE GRADE BREAK SANITARY SEWER WATER LINE AND WATER METER BFP BACKFLOW PREVENTION DEVICE BO BLOWOFF BOW BOTTOM OF WALL (AT GROUND) BW BACK OF WALK BLDG BUILDING CB CATCH BASIN CO CLEANOUT CONC CONCRETE CMP CORRUGATED METAL PIPE DR DOOR DS DOWN SPOUT ESMT EASEMENT EG EXISTING GRADE FC FACE OF CURB FF FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT FL FLOW LINE FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION LP LOW POINT MH MANHOLE PIV POST INDICATOR VALVE POC POINT OF CONNECTION R RIDGE RIM RIM ELEVATION RD ROOF DRAIN TC TOP OF CURB TW TOP OF WALL TE TRASH ENCLOSURE WM WATER METER WV WATER VALVE ABBREVIATIONS ENGINEERING SITE PLAN APN: 213-0-090-275 REAL PROPERTY IN THE COUNTY OF VENTURA, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 3 OF TRACT NO. 4881, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGE 44 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A PORTION OF PARCEL A AND ALL OF PARCEL B OF PLANNING AND ZONING PERMIT NUMBER 99-5-151 (LOT LINE ADJUSTMENT) AS SHOWN ON CERTIFICATE OF APPROVAL FOR LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, SHOWN AS PARCEL 2 OF PLANNING AND ZONING PERMIT NUMBER PZ 00-5-103 (LOT LINE ADJUSTMENT), RECORDED OCTOBER 31, 2000, AS DOCUMENT NO. 2000-171968 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEING ALL OF PARCEL B, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA AS PER THE LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; AND THAT PORTION OF PARCEL A OF SAID DOCUMENT LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID PARCEL A DISTANT THEREON NORTH 0° 04' 18" EAST 491.05 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL A; THENCE, 1ST: SOUTH 89° 55' 38" EAST 591.99 FEET TO THE EASTERLY LINE OF SAID PARCEL A. EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID LAND LYING 500 FEET BELOW THE SURFACE THEREOF, WITHOUT, HOWEVER, THE RIGHT TO ENTER UPON THE SURFACE OR UNDER 500 FEET OF THE SUBSURFACE OF SAID LAND. LEGAL DESCRIPTION 771 E. Daily Drive • Ste 120 • Camarillo, CA 93010 445 S Figueroa Street • Ste 3100 • Los Angeles, CA 90071 CCE DESIGN ASSOCIATES, INC. 805.738.5434 • www.ccedesignassociates.com MATCHLINE - SEE SHEET 4 S:\1.Projects\C20.0275D Lockwood 3\3.CAD\C20.0275D_ENTITLEMENT.dwg, 7/18/2023 4:42:12 PM, RandyChapman 228
- # # # # # # ## ## # # # ## # # # # # ### # # # ## # # # ## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ### ## # # # # ## # ## # # # # # # # # # # # # # # # # # # # # # # # # # # - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - 150' RADIUS 150' RADIUS 150' RADIUS 150' RADIUS 150' RADIUS D 150' RADIUS 1 (N) 15' FIRE ESMNT. (N) 15' FIRE ESMNT. (N) 15' FIRE ESMNT. (N) 15' FIRE ESMNT. (N) 15' FIRE ESMNT. (N) 15' FIRE ESMNT. 37.9' 41 44 43 43 43 43 43 24 2323 23 21 21 21 21 212121 22 22 27 42 FH FH FH 26 OVERFLOW PIPE CONNECT TO EX. SD FH FH DETENTION SYSTEM TOTAL STORAGE=25,149 CF SYSTEM INV = 71.0 INFILTRATION SYSTEM SQVD=9,952 CF SYSTEM INV = 66.0 CDS UNIT (PRETREATMENT DEVICE) INVERT OUT (NW) = 67.0 INVERT OUT (SE) = 73.0 25 25 43 23 22 FIRE PUMP ROOM 23 2323 8.5' UTILITY PLAN SITE LEGEND NEW TRACT BOUNDARY SIDEWALK STORM DRAIN & CATCH BASIN ASPHALT BERM BLOCK/RETAINING WALL BUILDING LINE CONCRETE CURB CONCRETE CURB & GUTTER CONTOUR LINE DRIVEWAY EDGE OF PAVEMENT FENCE LINE LOT LINE EXISTING CONCRETE CURB CUT RIDGE LINE GRADE BREAK SANITARY SEWER WATER LINE AND WATER METER ENGINEERING SITE PLAN APN: 213-0-090-275 REAL PROPERTY IN THE COUNTY OF VENTURA, STATE OF CALIFORNIA DESCRIBED AS FOLLOWS: THAT PORTION OF LOT 3 OF TRACT NO. 4881, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 125, PAGE 44 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, BEING A PORTION OF PARCEL A AND ALL OF PARCEL B OF PLANNING AND ZONING PERMIT NUMBER 99-5-151 (LOT LINE ADJUSTMENT) AS SHOWN ON CERTIFICATE OF APPROVAL FOR LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, SHOWN AS PARCEL 2 OF PLANNING AND ZONING PERMIT NUMBER PZ 00-5-103 (LOT LINE ADJUSTMENT), RECORDED OCTOBER 31, 2000, AS DOCUMENT NO. 2000-171968 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY, DESCRIBED AS FOLLOWS: BEING ALL OF PARCEL B, IN THE CITY OF OXNARD, COUNTY OF VENTURA, STATE OF CALIFORNIA AS PER THE LOT LINE ADJUSTMENT, RECORDED FEBRUARY 2, 2000, AS DOCUMENT NO. 2000-25273 OF OFFICIAL RECORDS, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY; AND THAT PORTION OF PARCEL A OF SAID DOCUMENT LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: BEGINNING AT A POINT ON THE WESTERLY LINE OF SAID PARCEL A DISTANT THEREON NORTH 0° 04' 18" EAST 491.05 FEET FROM THE SOUTHWEST CORNER OF SAID PARCEL A; THENCE, 1ST: SOUTH 89° 55' 38" EAST 591.99 FEET TO THE EASTERLY LINE OF SAID PARCEL A. EXCEPT THEREFROM ALL OIL, GAS, MINERALS AND OTHER HYDROCARBON SUBSTANCES IN AND UNDER SAID LAND LYING 500 FEET BELOW THE SURFACE THEREOF, WITHOUT, HOWEVER, THE RIGHT TO ENTER UPON THE SURFACE OR UNDER 500 FEET OF THE SUBSURFACE OF SAID LAND. LEGAL DESCRIPTION UTILITY CONSTRUCTION KEYNOTES / LEGEND INSTALL 8" SEWER LATERAL. SEWER WITHIN BUILDING FOOTPRINT TO BE PER PLUMBING PLANS, SHOWN FOR REFERENCE HEREON. TRENCH AND BACKFILL PER CITY OXNARD STD. PLATE NO. 602. INSTALL PVC SDR-35 STORM DRAIN PIPE (12" UNLESS NOTED OTHERWISE). LENGTH AND SLOPE PER PLAN. INSTALL CONTECH 60" CMP DETENTION SYSTEM OR APPROVED EQUAL. INSTALL BROOKS PRODUCTS CATCH BASIN (1212) OR APPROVED EQUAL. INSTALL BROOKS PRODUCTS CATCH BASIN (2424) OR APPROVED EQUAL. INSTALL CONTECH 60" CMP INFILTRATION SYSTEM OR APPROVED EQUAL. INSTALL CONTECH CDS UNIT 2025-5 OR APPROVED EQUAL, FOR INFILTRATION PRETREATMENT. INSTALL TRENCH DRAIN. INSTALL 2" DOMESTIC WATER SERVICE AND METER PER CITY OF OXNARD STD. PLATE NO. 310. INSTALL 1" IRRIGATION WATER SERVICE AND METER PER CITY OF OXNARD STD. PLATE NO. 305. INSTALL 8" FIRE WATER LINE. INSTALL FIRE WATER DCV / FDC PER CITY OF OXNARD STD. PLATE NO. 311. 12122 1. BACKFILLING AND COMPACTION FOR ALL TRENCHES SHALL BE INSPECTED AND APPROVED BY THE GEOTECHNICAL ENGINEER. 2. CONTRACTOR TO VERIFY ALL EXISTING INVERT ELEVATIONS FOR STORM DRAIN AND SANITARY SEWER CONSTRUCTION PRIOR TO ANY SITE WORK. ALL WORK FOR STORM DRAIN AND SANITARY SEWER INSTALLATION SHALL BEGIN AT THE DOWNSTREAM CONNECTION POINT. THIS WILL ALLOW FOR ANY NECESSARY ADJUSTMENTS TO BE MADE PRIOR TO THE INSTALLATION OF THE ENTIRE LINE. IF THE CONTRACTOR FAILS TO BEGIN AT THE DOWNSTREAM CONNECTION POINT AND WORKS UPSTREAM, HE SHALL PROCEED AT HIS OWN RISK AND BE RESPONSIBLE FOR ANY ADJUSTMENTS NECESSARY. 3. ALL WORK ON-SITE AND IN THE PUBLIC RIGHT OF WAY, SHALL CONFORM TO CITY STANDARDS AND REQUIREMENTS. NOTE THE REQUIREMENT OF ADDITIONAL PERMITS TO BE OBTAINED BY THE CITY PRIOR TO ANY WORK BEING DONE IN THE RIGHT-OF-WAY. 4. GENERAL CONTRACTOR SHALL COORDINATE ALL UNDERGROUND UTILITIES. PROVIDE 6" MINIMUM BETWEEN PIPES CROSSING ELECTRICAL LINES HORIZONTALLY AND 12" MINIMUM BETWEEN PARALLEL PIPES CROSSING ELECTRICAL LINES. 5. FOR UTILITY MATERIALS AND TYPES, SEE CITY STANDARDS AND / OR THE PROJECT SPECIFICATIONS. 6. WATER LINES SHALL BE 12" MINIMUM ABOVE SANITARY SEWER LINE AT ALL CROSSINGS. 7. MINIMUM COVER FOR WATER LINES IS 3.0 FEET. 8. WATER LINES SHOWN HEREON FOR REFERENCE. SEE PLUMBING PLANS FOR CONSTRUCTION DETAILS. 9. ALL EXISTING SEWER AND WATER LATERAL SUBBED TO THE SITE THAT WILL NOT BE USED SHALL BE ABANDONED. UTILITY NOTES 412324254226434427 771 E. Daily Drive • Ste 120 • Camarillo, CA 93010 445 S Figueroa Street • Ste 3100 • Los Angeles, CA 90071 CCE DESIGN ASSOCIATES, INC. 805.738.5434 • www.ccedesignassociates.com 0 Scale 1" = 30 ft 15 30 60 90 BFP BACKFLOW PREVENTION DEVICE BO BLOWOFF BOW BOTTOM OF WALL (AT GROUND) BW BACK OF WALK BLDG BUILDING CB CATCH BASIN CO CLEANOUT CONC CONCRETE CMP CORRUGATED METAL PIPE DR DOOR DS DOWN SPOUT ESMT EASEMENT EG EXISTING GRADE FC FACE OF CURB FF FINISHED FLOOR FDC FIRE DEPARTMENT CONNECTION FH FIRE HYDRANT FL FLOW LINE FF FINISHED FLOOR FG FINISHED GRADE FS FINISHED SURFACE GB GRADE BREAK HP HIGH POINT INV INVERT ELEVATION LP LOW POINT MH MANHOLE PIV POST INDICATOR VALVE POC POINT OF CONNECTION R RIDGE RIM RIM ELEVATION RD ROOF DRAIN TC TOP OF CURB TW TOP OF WALL TE TRASH ENCLOSURE WM WATER METER WV WATER VALVE ABBREVIATIONS S:\1.Projects\C20.0275D Lockwood 3\3.CAD\C20.0275D_ENTITLEMENT.dwg, 7/18/2023 4:42:19 PM, RandyChapman 229
60 ATEM P
UP
LOCKWOOD ST.

LOCKWOOD ST.

OUTLET CENTER DRIVE (LOCKWOOD I DEVELOPMENT) (LOCKWOOD II DEVELOPMENT) (LOCKWOOD III DEVELOPMENT)
2151 LOCKWOOD ST, OXNARD, CA 93036
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:06:49 PM
A-0.1

SITE OVERVIEW
20-211003
0 50' 100'
1" = 50'-0" 1 SITE OVERVIEW
230
6 1
2 5
3 2
1 3
4 5
APN:213-0-090-105 (PORTION OF)GROSS LOT SIZE:5.17 ACRES, 225,348 S.F. 4 6
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:08:39 PM
A
-0.2

SITE PHOTOS
20-211003
231
UP
UP
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PARKING PODIUM
PET
CARE

TUCK UNDER

PARKING

TRASH ROOM
EL. STAIR
7' - 6" 18' - 0" 44' - 0"

COURTYARD

COMMUNITY ROOM
20' - 0" 25' - 0" 19' - 0"
20' - 0" 26' - 0" 40' - 0" 26' - 0" 40' - 0" 25' - 0" 20' - 0"

UTILITY UTILITY

RESTROOMS

MULTI PURPOSE ROOM
MAIL

PAVILION

PARKING PODIUM
1 17
2735
117
137
147
156
5236
231232
250
251 259
180 163
181
202 200
206 204
203
223 221225 220
279276
275
260 299
284
280 316
313312
300 333
321320
317
2' - 0"
18' - 0" 26' - 0" 30' - 0"
8 9
16 26
EVCS
EVSC
EVCS
128
EVCS
EV-F

EVCS EVCS EVCS

EV- F EV-F EV-F EV-F
EV-F

EV-REV-REV-FEV-REV-REV-FEV-R EV-R

EV-REV-FEV-REV-REV-FEV-REV-REV-F
EVCS

EV-R EVCS

AMBULATORY
EVCS

EVCS - VAN
5' - 3" 17' - 0" 26' - 0" 4' - 6" 25' - 0"
THROAT
40' - 0"
84' - 5"
APPROX.
72' - 5"
APPROX.
53' - 9"
APPROX.
7 3' - 9"
23' - 9" 26' - 0"

02.01 02.09 03.01

02.09 02.09
150' - 0"
15 0' - 0"
150' - 0"

03.11 03.11

03.11 03.14

05.04 12.05
APPROX.
72' - 10"
8 2 ' - 0 " 00.27
22' - 4"

02.11 12.05

12.06 COMPACT

COMPACTCOMPACT

COMPACT COMPACT

COMPACT

UTILITY

PET RUN
LOBBY

EV-REV-FEV-REV-REV-FEV-REV-REV-F

EVCSEVCS

EV-F EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-F EV-F EV-F EV-F EV-F EV-F

EV-REV-FEV-FEV-FEV-R

EVCS EVCS
EV-R
EV-R

FITNESS CENTER

EV-FEV-REV-R

COMPACT EV

EV-REV-REV-REV-REV-FEV-REV-REV-FEV-FEV-F
EV-R

EV-R EV-R EV-R EV-R
EV-R

EV-F EV-F EV-F

EV-F EV-F EV-F EV-F EV-F

EV-R EV-R
EV-F EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-R EL.

TRASH
ROOM EL.

STAIR

STORAGE

00.28 00.28

02.37 02.3702.10
EL. EL. STAIR
STAIR
TRASH
ROOM
STOR.

WORK ROOM
OFFICE
PKG. RM.

OFFICE
A-0.14
1 02.39

02.39 02.39

OUTDOORFITNESS
ALCOVE

02.10 AMBULATORY EV-R
EV-R

AMBULATORY EV-R
EV-R

EV-F EV-FEV-REV-R

EV-REV-R

EV-R EV-R

EV-FEV-F

EV-F EV-F

12.06 150' - 0"

02.45 8' - 10" 25' - 0" 5' - 0"
2' - 6" 29' - 0" 19' - 0"
18' - 0"
2' - 0"
6 A-2.12
334

VEHICLE

00.29 ELEC. ROOM
7 A-2.12
15' - 0"
15' - 0"

02.41 POOL EQ.

02.02 02.42

02.42 02.42

02.02 02.43
R-4 SETBACK
12' - 6"

02.44 12.03
5453
R-4 SETBACK
12' - 6"
SCENIC HWY. SETBACK
30' - 0"

NO RESIDENTIAL UNITS FACING STREET AT PODIUM LEVEL
12' - 6"
APPROX.
55' - 6"
A-0.17
1 9' - 0" 9' - 0"

03.11 03.11
A-0.17
7 R-4 SETBACK
12' - 6"
R-4 SETBACK
12' - 6"
R-4
S
E
T
B
A
C
K
12' - 6"
57 63 64
69 70
79 80
89 9096
97 15
0' - 0"
106
107110
111
118
127
138
146
157
162
211 210 209 208
214 212
219 217 216
226
228 227229 230
351
5556
199
283

EV-F EVCS EVCS EVCS
R-4 SETBACK
12' - 6"
5' - 0"
5' - 0"
R-4 SETBACK
12' - 6"
5' - 0"

02.09 5' - 0"

02.42 EV-R

EV-R EV-F EV-F EV-F

EV-R EV-F EV-F

PET PARK

COMPACT

AMBULATORY EV-R COMPACT
EV-F

COMPACT

COMPACT
5' - 6"
35' - 0"
4' - 3"
9' - 0"
18' - 0"
9' - 0"
18' - 0"
9' - 0"
18' - 0"
21' - 1"
9' - 0"
1 9' - 7"
18' - 0"
18' - 0"
9' - 0"
18' - 0"
11' - 0"
18' - 0"
2' - 0"
17' - 0"17' - 0"
5' - 0"
B
R
P
S
E
T
B
A
C
K
67' - 6"

BRP SETBACK
67' - 6"

BRP SETBACK
67' - 6"
SCENIC FRWY. SETBACK
30' - 0"

02.46 61' - 10"
30' - 0" 25' - 0"
6'-6"
20'-0"
9' - 0" 9' - 0"
18' - 2"
18' - 0"
9' - 0"
9' - 0"

02.46 2,500 S.F. AREA
7' - 6"
5' - 0"

FIRE PUMP HOUSE

16.04 16.04

16.04 PUTTING COURSE
18' - 0"
2' - 0"
9' - 0" 9' - 0"

COMPACT
5' - 4"
5' - 4"
2' - 0" 17' - 0"
2' - 0"
17' - 0"
2' - 0"
17' - 0"
2' - 0"
17' - 0"
18' - 0"
2' - 0"
18' - 0"
2' - 0"
2 ' - 0 "
18' - 0"
17' - 0"
2' - 0"
2' - 0"
17' - 0"
2' - 0"
18' - 0"
2' - 0"
18' - 0" 18' - 0"
2' - 0"
7' - 7"

03.14 03.14
ELEC. ROOM

12.06 8' - 0"
8' - 0"
12' - 0"
26' - 0"
41' - 0"

BRP SETBACK
30' - 0"
R-4 SETBACK
20' - 0"
PL
PL
PL
PL
PL
PL
PL
PL
PL
PL
EV-F
EV-F

BRP SETBACK
20' - 0"

COMPACT

COMPACTCOMPACT
5' - 0" PLANTER AREA
5' - 0" PLANTER AREA

02.47 02.47

02.47 10
A-2.12
C
O
M
PACT
C
O
M
PACT
10' - 6"
TRASH
ROOM

SETBACKS
R-4 ZONING STANDARDSREQUIREDFRONT SETBACK: 20'REAR SETBACK: 5' + 2 1/2' PER EA. STORY OVER TWO = 12.5'SIDE SETBACK: 5' + 2 1/2' PER EA. STORY OVER TWO = 12.5'SIDE SETBACK: 5' + 2 1/2' PER EA. STORY OVER TWO = 12.5'PROVIDEDFRONT SETBACK (LOCKWOOD ST.): 20'REAR SETBACK (NORTH): 72'SIDE SETBACK (EAST): 55'SIDE SETBACK (WEST): 53' LEGEND

LANDSCAPE AREAENHANCED PAVEMENTDECOMPOSED GRANITECONCRETE SLAB (R) ASSIGNED RESIDENT PARKING(V) ASSIGNED VISITOR PARKING

EV ELECTRIC VEHICLE CHARGING STATIONEVR ELECTRIC VEHICLE READY

ADA PATH OF TRAVEL

FS FULL SIZED PARKING SPACE
GENERAL NOTES1. NO COMMERCIAL OR THIRD PARTY KITCHEN PROPOSED. ONLY RESIDENTIAL OR WARMING KITCHENS ARE PART OF PROJECT.

2. PET WASTE BAGS AND TRASH RECEPTACLES TO BE PROVIDED
THROUGHOUT PROPERTY.

3. CONSTRUCTION MATERIAL USED TO CONSTRUCT ALL ONSITE ADA PATHS BETWEEN BUILDING AND SIDEWALK SHALL PROVIDE ACONTRAST TO BE DISTINCTLY DIFFERENT FROM THE PAVEMENT/ PARKING AREA.

4. NORTH FACING WINDOWS AND DOORS TO MEET SOUND DEADENING REQUIREMENTS AND REMAIN OPERABLE.

5. TRANSFORMERS AND FIRE PUMP ROOM TO BE SCREENED BY

LANDSCAPING
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
12/22/2023 1:22:57 PM
A
-0.3

SITE PLAN
20-211003 1" = 20'-0"
1 SITE PLAN

KEYNOTES

00.27 AREA FOR FIRE APPARATUS ACCESS VEHICLE, KEEP AREA CLEAR. PAVEMENT SHALL BE SUITABLE FOR USE BY A 20 TONFIRE DEPARTMENT VEHICLE.

00.28 REQUIRED SETBACK LINE00.29 EXITING VEHICLE LINE OF SIGHT02.01 CURB AND GUTTER, AT EDGE OF STREET RIGHT OF WA Y

02.02 SITE FENCING: METAL "WROUGHT IRON" STYLE, 6' HT.02.09 FIRE HYDRANT WITH 150' RADIUS.02.10 TRANSFORMER LOCATION02.11 5' MIN. CLASS II BIKE LANE ALONG LOCKWOOD ST. STRIPE AND SIGN FROM ROSE AVE. TO SOLAR DR.

02.37 TRAFFIC CALMING CROSSWALK02.39 VEHICULAR GATE WITH KNOX KEY SWITCH AND CLICK-2-ENTER. TYPICAL

02.41 RED PAINTED CURB. NO PARKING02.42 SITE WALL: CMU, 6' HT.02.43 SITE WALL: CMU, 8' HT.02.44 FIRE DEPARTMENT EMERGENCY ACCESS AND EGRESS TO ACCOMMODATE 20 FT. LADDER

02.45 PROPOSED MONUMENT SIGN UNDER SEPARATE PERMIT
APPROVAL. SIGN REQUIRES SEPERATE APPROVAL OF A SIGN
PERMIT PERSUANT TO ARTICLE IX. SEE DETAIL 2 ON A-2.13

02.46 PROPOSED TREE02.47 SECURTIY WALL. SEE DETAILS 9, 10 ON A-2.1203.01 CONCRETE SIDEWALK. SEE CIVIL GRADING PLANS03.11 ENHANCED PAVING. SCORED CONCRETE.03.14 REINFORCED CONCRETE APRON AND TRASH STAGING AREA. 2% MAX SLOPE IN ANY DIRECTION

05.04 PEDESTRIAN GATE: 3'-0" x 6'-0", STYLE TO MATCH SITE

FENCING

12.03 PET WASTE BAG STATION12.05 BICYCLE RACK (SHORT TERM)12.06 WALL MOUTED BICYCLE RACK (LONG TERM)16.04 ELECTRICAL METER. SEE ELECTRICAL PLANS LOT SIZE: 5.17 AC 100%
225,348 S.F.

PARKING SCHEDULE

PARKING TYPE PARKING SIZE COUNT

PARKING ANALYSIS
BICYCLE STORAGE REQUIREMENTS PER CITY OF OXNARD MASTER PLANSTATE CODE (FOR REFERENCE PURPOSES ONLY)ELEC. VEH. CHARGING STATIONS REQ. PER CGS TABLE 4.106.4.2ACCESSIBLE EVCS PER CBC TABLE 11B-228.3.2.1 STUDIO 16 1 PARKING SPACE = 161BD. 86 1 PARKING SPACE = 862 BD. 108 1.5 PARKING SPACE = 1623 BD. 24 1.5 PARKING SPACE = 36 234 300
151-200 PARKING SPACES: (5) STANDARD ACCESSIBLE (1) VAN ACCESSIBLE(BASED ON 176 NON EV STALLS)PROVIDED: (5) STANDARD ACCESSIBLE (1) VAN ACCESSIBLESTALLS PROVIDED: 351REQUIRED EV CAPABLE (EV-F) : 351 x 10% = 36 STALLS PROVIDED: 69 STALLSREQUIRED EV READY (EV-R) : 351 x 25% = 88 STALLS PROVIDED: 88 STALLSREQUIRED EV CHARGERS (EVCS) : 351 x 5% = 18 STALLS PROVIDED: 18 STALLSTOTAL EV PROVIDED: 175 STALLS (101 AND OVER) EVCS REQUIRES TWO (2) VAN & FOUR (4) STANDARD ACCESSIBLE EVCS AND FOUR (4) AMBULATORY(BASED ON TOTAL 175 EV CHARGING STALLS)PROVIDED: (2) VAN ACCESSIBLE, (4) STANDARD ACCESSIBLE, (4) AMBULATORYREQ. SHORT TERM: 0.05/ BDRM: 0.05 x 390= 20 BIKE SPACESREQ. LONG TERM: 0.15/ BDRM: 0.15 x 390= 59 BIKE SPACESPROVIDED: 28 SHORT TERM, 60 LONG TERM 0 10' 20' 40'
NOTE: RESIDENT PARKING TO BE ASSIGNEDMINIMUM REQUIRED
25% OF 300 = 75 COMPACT SPACES
225 FULL SIZE SPACES
PROPOSED351 TOTAL 101 COMPACT SPACES
250 FULL SIZE SPACES
* ADMINISTRATIVE PARKING RELIEF REQUESTED
1ST FL. BLDG. AREAS

BUILDING AREAS AREA
COMMUNITY SPACE 10870 SFCORRIDOR AND VERTICAL CIRCULATION 2668 SFCOVERED: BALCONIES/ PATIOS/ PARKING/ WALKWAYS 75250 SFUTILITY 6189 SFGrand total 94976 SF - ALL STALLS MEET 19' DEPTH REQUIREMENT WHEN INCLUDING 2' OVERHANG- ALL STALLS NOT LABELED AS COMPACT MEET OR EXCEED THE REQUIREMENTS FOR 'STANDARD STALL' PERSUANT SEC. 16-638

PACIFICA HIGH
SCHOOL

SAFE ROUTES TO SCHOOLSPROJECT LOCATION
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:08:56 PM
A-0.4

SAFE ROUTES TO SCHOOLS EXHIBIT
20-211003
12" = 1'-0"

SAFE ROUTES TO SCHOOLS EXHIBIT
233
UP
60 ATEM P
UP
2,150 S.F. OBSERVATION DECK
8,356 S.F. COURTYARD
9,792 S.F. COURTYARD

GENERAL NOTES

1. EACH LOT SHALL PROVIDE FOR INTERIOR YARD SPACE IN AN AREA EQUAL TO AT LEAT 30 PERCENT OF THE LOT AREA.

2. THIS INTERIOR YARD SPACE SHALL BE COMPLETELY OPEN FROM GROUND TO SKY EXCEPT FOR A PATIO OR PERGOLA OR THE PROJECTIONS OF THOSE ITEMS REFFERRED TO IN SECTIONS 16-304 THROUGH 16-307. THE INTERIOR YARD SPACE AREA SHALL HAVE A MINIMUM DIMENSION OF 15 BY 15 FEET.

3. THE INTERIOR YARD SPACE SHALL BE COMPLETELY SEPERATE FROM ANY ARE REQUIRED FOR AUTOMOBILE CIRCULATION.

INTERIOR YARD SPACE CALCULATION
SITE / 1ST FLOOR NO. OPEN AREA (S.F.)

1.1 PARK AREA 1,0461.2 PARK AREA 7681.3 INTERIOR COURTYARD 14,2481.4 PLANTER AREA 3501.5 DOG RUN 1,2471.6 PLANTER AREA 8641.7 SCENIC ROAD OPEN AREA 15,781TOTAL: 34,304 2ND FLOOR NO. OPEN AREA (S.F.)
00 TOTAL: 00
3RD FLOOR NO. OPEN AREA (S.F.)
00 00
TOTAL: 00
4TH FLOOR NO. OPEN AREA (S.F.)
00 00
TOTAL: 00
5TH FLOOR NO. OPEN AREA (S.F.)
00 00
TOTAL: 00
OVERALL TOTAL 34,304
AREA (S.F.) % OF LOT
LOT SIZE 225,348 100 %REQUIRED 67,604 30 %PROVIDED 34,304 15.2% AREA 1.2 : 768 S.F.AREA 1.1 : 1,046 S.F.

AREA 1.3 : 14,248 S.F.

AREA 1.4 : 350 S.F.AREA 1.5 : 1,247 S.F.AREA 1.6 : 864 S.F.AREA 1.7 : 15,781S.F. 15' - 11"
33 '
-
7 "
35' - 11"
15' - 0"
96' -
5"
37'
-
5"
65'
-
3"
111' - 9"
114' - 9"
2 2
'
-
7 "
1 5
'
-
0 "
21' - 5"
1 6
'
-
0 "
1 8
'
-
8 "
25' - 4"
39' - 4"
29 '
-
3 "
66' - 3"
47' - 5"
1,897 S.F. MULTI PURPOSE ROOM
2,444 S.F. MAIN FLOOR COMMUNITY ROOM
209 S.F. PET CARE
2,980 S.F. FITNESS ROOM
1,773 S.F. RESIDENT STORAGE
3 0
'
-
0 "
516' - 7"
192 S.F. BICYLCE STORAGE
112 S.F. BICYCLE STORAGE
70 S.F. BICYCLE STORAGE
LEGEND
INTERIOR YARD SPACE AREA TOTAL: 34,304 S.F.AMENITY AREAS BUILDING TOTAL: 32,963 S.F.

Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
12/22/2023 1:42:13 PM
A-0.5

INTERIOR YARD SPACE AREAS
20-211003
1" = 40'-0" 2 2ND FLOOR PLAN
0 20' 40' 80'
0 20' 40' 80'
1" = 40'-0" 3 SITE PLAN
234
2,988 S.F. 5TH FLOOR DECK

GENERAL NOTES

1. EACH LOT SHALL PROVIDE FOR INTERIOR YARD SPACE IN AN AREA EQUAL TO AT LEAT 30 PERCENT OF THE LOT AREA.

3. THE INTERIOR YARD SPACE SHALL BE COMPLETELY SEPERATE FROM ANY ARE REQUIRED FOR AUTOMOBILE CIRCULATION.

INTERIOR YARD SPACE CALCULATION
SITE / 1ST FLOOR NO. OPEN AREA (S.F.)

Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
12/22/2023 1:42:29 PM
A-0.6

INTERIOR YARD SPACE AREAS
20-211003
1" = 40'-0" 1 3RD FLOOR PLAN 1" = 40'-0" 2 4TH FLOOR PLAN 1" = 40'-0" 3 5TH FLOOR PLAN
0 20' 40' 80' 0 20' 40' 80'
0 20' 40' 80'
235
UP

AT TEM P
AT TEM
P

AT PTEM AT TEM P

AT TEM P

AT TEM P
ATEM P

TEMAT P
AT TEM
P
ATEM P

AT TEM P

COURTYARD

LOBBY/COMMUNITY

UTILITY UTILITY
EL.

MULTI PURPOSE ROOM
MAIL

PAVILION

PARKING PODIUM
1 175176
194
238
239
259
262 260
273
276 274279 277
280283284
299
320336 337
350
105
EV
EV
EV

EVEVEVEVEV

EVEVEVEVEVEVEVEVEVVAN
2 '
2 '
7' - 6"
7' - 6"
7' - 6"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
18' - 6"
27' - 11"
18' - 6"
18' - 6"
13' - 8"
17' - 0"
21' - 0"
28' - 0"
17' - 11"
9' - 0"
14' - 4"
18' - 0"
18' - 6"
9' - 0"
19' - 10"
6' - 0"
21' - 7"
3' - 6"
5' - 4"
4' - 5"
17' - 6"
4' - 4"
4' - 2"
17' - 6"
5' - 4"
4' - 10"
3' - 4"
5' - 4"5' - 4"
4' - 6"
8' - 9"
9' - 1"
19' - 0"
7' - 4"
5' - 5"
2' - 11"
18' - 6"
4' - 0"
6' - 3"
18' - 5"
13' - 2"
7' - 6" 62' - 0"
20' - 0" 25' - 0" 19' - 0"
20' - 0" 26' - 0" 40' - 0" 26' - 0" 40' - 0" 25' - 0" 20' - 0" 2' - 0"
18' - 0" 26' - 0" 30' - 0"
5' - 3" 17' - 0" 30' - 6" 25' - 0"
THROAT
40' - 0"
84' - 5"
APPROX.
72' - 5"
APPROX.
53' - 9"
APPROX.
7 3' - 9"
23' - 9" 26' - 0"
APPROX.
72' - 10"
22' - 4"

COMPACT COMPACT

COMPACT
8' - 10 7/32" 30' - 0"
2' - 6" 29' - 0" 19' - 0"
18' - 0"
2' - 0"
15' - 0"
SCENIC HWY. SETBACK
30' - 0"
APPROX.
55' - 6"
9' - 0" 9' - 0"
5' - 0"
5' - 0"
5' - 0"

COMPACT

COMPACT
5' - 6"
4' - 3"
9' - 0"
9' - 0"
9' - 0"
9' - 0"
SCENIC FRWY. SETBACK
30' - 0"
20'-0"
9' - 0"
18' - 0"
2' - 0"
9' - 0" 9' - 0"

COMPACT
2' - 0" 17' - 0"
2' - 0"
17' - 0"
2' - 0" 17' - 0"
17' - 0"
18' - 0"
2' - 0"
18' - 0" 2' - 0"
17' - 0"
2' - 0"
17' - 0"
2' - 0"
18' - 0"
2' - 0"
18' - 0"
18' - 0"
2' - 0"
7' - 7"
12' - 0"
26' - 0"

COMPACT

COMPACT
1 17
2735
117
137
147
156
5236
231232
250
251 259
180 163
181
202 200
206 204
203
223 221225 220
279276
275
260 299
284
280 316
313312
300 333
321320
317
8 9
16 26
EVCS
EVSC
EVCS
128
EVCS
EV-F

EVCS EVCS EVCS

EV- F EV-F EV-F EV-F
EV-F

EV-REV-REV-FEV-REV-REV-FEV-R EV-R

EV-REV-FEV-REV-REV-FEV-REV-REV-F
EVCS

EV-R EVCS

AMBULATORYEVCS

EVCS - VAN

COMPACT

COMPACTCOMPACT

EV-REV-FEV-REV-REV-FEV-REV-REV-F

EVCSEVCS

EV-F EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-F EV-F EV-F EV-F EV-F EV-F

EV-REV-FEV-FEV-FEV-R

EVCS EVCS
EV-R
EV-R

EV-FEV-REV-R

COMPACT EV

EV-REV-REV-REV-REV-FEV-REV-REV-FEV-FEV-F
EV-R

EV-R EV-R EV-R EV-R
EV-R

EV-F EV-F EV-F

EV-F EV-F EV-F EV-F

EV-R EV-R

EV-F EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-R

AMBULATORY EV-R
EV-R

EV-F EV-FEV-REV-R

EV-REV-R

EV-R EV-R

EV-FEV-F

EV-F EV-F

EV-F EV-F
334
5453
57 63 64
70 79 80
89 9096
97 106
107110
111
118
127
138
146
157
162
211 210 209 208
214 212
219 217 216
226
228 227229 230
351
5556
199
283

EV-F EVCS EVCS EVCS
EV-R

EV-R EV-F EV-F EV-F

EV-R EV-F EV-F

AMBULATORY EV-R
EV-F
2,500 S.F. AREA
EV-F
EV-F

COMPACTCOMPACT
1 17
2735
117
137
147
156
5236
231232
250
251 259
180 163
181
202 200
206 204
203
223 221225 220
279276
275
260 299
284
280 316
313312
300 333
321320
317
8 9
16 26
EVCS
EVSC
EVCS
128
EVCS
EV-F

EVCS EVCS EVCS

EV- F EV-F EV-F EV-F
EV-F

EV-REV-REV-FEV-REV-REV-FEV-R EV-R

EV-REV-FEV-REV-REV-FEV-REV-REV-F
EVCS

EV-R EVCS

AMBULATORYEVCS

EVCS - VAN

COMPACT

COMPACTCOMPACT

EV-REV-FEV-REV-REV-FEV-REV-REV-F

EVCSEVCS

EV-F EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-F EV-F EV-F EV-F EV-F EV-F

EV-REV-FEV-FEV-FEV-R

EVCS EVCS
EV-R
EV-R

EV-FEV-REV-R

COMPACT EV

EV-REV-REV-REV-REV-FEV-REV-REV-FEV-FEV-F
EV-R

EV-R EV-R EV-R EV-R
EV-R

EV-F EV-F EV-F EV-F EV-F EV-F EV-F EV-F

EV-R EV-R

EV-F EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-R EV-R EV-F EV-R

AMBULATORY EV-R
EV-R

EV-F EV-FEV-REV-R

EV-REV-R

EV-R EV-R

EV-FEV-F

EV-F EV-F

EV-F EV-F
334
5453
57 63 64
69 70
79 80
89 9096
97 106
107110
111
118
127
138
146
157
162
211 210 209 208
214 212
219 217 216
226
228 227229 230
351
5556
199
283

EV-F EVCS EVCS EVCS
EV-R

EV-R EV-F EV-F EV-F

EV-R EV-F EV-F

AMBULATORY EV-R
EV-F
2,500 S.F. AREA
EV-F
EV-F

COMPACTCOMPACT
2' - 0"
2' - 0"
11' - 0"
2' - 0"
17' - 0"
6' - 6"
TYP.
9' - 0"
TYP.
9' - 0"
9' - 0"
TYP.
9' - 0"
TYP.
9' - 0"
TYP.
5' - 0" LANDSCAPE AREA
5' - 0" LANDSCAPE AREA
2' - 0"
18' - 0"
2' - 0"
2' - 0"
18' - 0"
C
O
M
PACT
C
O
M
PACT
18' - 6"
10' - 0"
LEGEND
LANDSCAPE AREA: 4,403 S.F.PARKING AREA: 25,766 S.F.REQUIRED PARKING LANDSCAPE:5% OF PARKING AREAPROVIDED:4,403 / 25,766 = 17% Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
12/6/2023 11:43:02 AM
A
-0.7
PARKING & LANDSCAPE AREAS 1" = 20'-0" 20-211003
1 1ST FLOOR PLAN
0 10' 20' 40'

PARKING SCHEDULE

PARKING TYPE PARKING SIZE COUNT

COURTYARD

LOBBY / COMMUNITY
UTIL.

UTILITY UTILITY
UTIL.

RESTROOMS
EL.

MULTI PURPOSE ROOM

MAIL PAVILION

PARKING PODIUM
MAINT

DOG PARK
SP2SP3
SP5 SP6
SP7
SP8
SP9
SP10
SP11
EN1
EN3
EN2
EN4
EN5
EN6
EN7
EN8
EN9
SP1
SP4
SP12
SP13
SP14

PERSONNEL GATE WITH KNOX BOX AND ELECTRONIC ACCESS CONTROL FOR RESIDENTS VEHICULAR GATE WITH KNOX KEY SWITCH AND CLICK-2-ENTER. TYPICAL VEHICULAR GATE WITH KNOX KEY SWITCH AND CLICK-2-ENTER. TYPICAL SP15
SP16
SP17
SP18 SP19
10 A-2.12
LEGEND
XXX

CAMERA LOCATIONCAMERA NAME (REFER TO SECURITY CAMERA SCHEDULE)

ACCESSIBLE PATH OF TRAVEL EMERGENCY EGRESS PATH OF TRAVEL GENERAL NOTES1. PROVIDE KNOX BOX KEY AT ENTRY DOORS.2. PROJECT WILL CONFORM TO OXNARD FIRE DEPARTMENT "LIFE SAFETY PLANNING GUIDE"

3. CAMERAS IN STAIRWELLS SHOULD BE PLACED 7FT ABOVE THE LANDING.

Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:09:14 PM
A-0.8

SECURITY PLAN - SITE & DRIVEWAYS
20-211003 1" = 20'-0" 1 SECURITY PLAN - SITE & DRIVEWAYS 0 10' 20' 40'

SECURITY PLAN - SITE

MARK PURPOSE COMMENTS

COMMUNITY ROOM
EN3 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR

DOG PARK
EN6 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
LOBBY
EN1 FACE CAPTURE LOBBY ENTRANCEEN2 FACE CAPTURE LOBBY ENTRANCE

PODIUM PARKING
EN5 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR

SITE PERIMETER
SP1 GENERAL SURVEILANCE MOUNTED 6-FT

ABOVE GRADE
SP2 GENERAL SURVEILANCE MOUNTED 6-FT

ABOVE GRADE
SP3 GENERAL SURVEILANCE BUILDING WESTSP4 GENERAL SURVEILANCE BUILDING WESTSP5 GENERAL SURVEILANCE BUILDING NORTHSP6 GENERAL SURVEILANCE BUILDING NORTHSP7 GENERAL SURVEILANCE BUILDING NORTHSP8 GENERAL SURVEILANCE BUILDING EASTSP9 GENERAL SURVEILANCE BUILDING EAST SP10 GENERAL SURVEILANCE BUILDING EASTSP11 GENERAL SURVEILANCE BUILDING EASTSP12 GENERAL SURVEILANCE BUILDING WESTSP13 GENERAL SURVEILANCE BUILDING NORTHSP14 GENERAL SURVEILANCE BUILDING NORTHSP15 GENERAL SURVEILANCE BUILDING WESTSP16 GENERAL SURVEILANCE BUILDING NORTHSP17 GENERAL SURVEILANCE BUILDING NORTHSP18 GENERAL SURVEILANCE BUILDING EASTSP19 GENERAL SURVEILANCE BUILDING EAST STAIRS
EN4 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN8 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR

TRASH ROOM
EN7 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN9 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
237
UP
UP
L01
L02
ML2
ML1
ML3
CM1
CM2
CT2 CT1
CT3
CT4
CT5
CT6
ST1
EN10
ST2
EN11
ST3
EN12
PT1
ST4
B1
EN13
EN15
EN16
EN14
PO1
PO2
PO3
PO4
PO5
PO6
GENERAL NOTES1. PROVIDE KNOX BOX KEY AT ENTRY DOORS.2. PROJECT WILL CONFORM TO OXNARD FIRE DEPARTMENT "LIFE SAFETY PLANNING GUIDE"

3. CAMERAS IN STAIRWELLS SHOULD BE PLACED 7FT ABOVE THE LANDING.

LEGEND
XXX

CAMERA LOCATIONCAMERA NAME (REFER TO SECURITY CAMERA SCHEDULE)

ACCESSIBLE PATH OF TRAVEL EMERGENCY EGRESS PATH OF TRAVEL Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:09:20 PM
A-0.9
SECURITY PLAN - 1ST FLOOR
20-211003
1" = 20'-0" 1 SECURITY PLAN - 1ST FLOOR
SECURITY PLAN - 1ST FL.

MARK PURPOSE COMMENTS

BIKE STORAGE
B1 GENERAL VIEW CEILING MOUNTED

COMMUNITY ROOM
CM1 GENERAL VIEW CEILING MOUNTED
12' ABOVE FLOOR
CM2 GENERAL VIEW CEILING MOUNTED
12' ABOVE FLOOR

COURTYARD
CT1 GENERAL VIEW BUILDING EASTCT2 GENERAL VIEW BUILDING EASTCT3 GENERAL VIEW BUILDING EASTCT4 GENERAL VIEW BUILDING EASTCT5 GENERAL VIEW BUILDING EASTCT6 GENERAL VIEW BUILDING EAST

ELEVATOR
EN10 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN11 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN12 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
LOBBY
L01 GENERAL VIEW CEILING MOUNTED
12' ABOVE FLOOR
L02 GENERAL VIEW CEILING MOUNTED
12' ABOVE FLOOR

MAIL ROOM
ML1 GENERAL VIEW CEILING MOUNTED
12' ABOVE FLOOR
ML2 GENERAL VIEW CEILING MOUNTED
12' ABOVE FLOOR
ML3 GENERAL VIEW CEILING MOUNTED
12' ABOVE FLOOR

PET GROOMING
PT1 GENERAL VIEW CEILING MOUNTED

PODIUM PARKING
PO1 GENERAL VIEW CEILING MOUNTEDPO2 GENERAL SURVEILANCE CEILING MOUNTEDPO3 GENERAL SURVEILANCE CEILING MOUNTEDPO4 GENERAL SURVEILANCE CEILING MOUNTEDPO5 GENERAL SURVEILANCE CEILING MOUNTEDPO6 GENERAL SURVEILANCE CEILING MOUNTED STAIRS
ST1 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST2 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST3 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST4 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING

STORAGE
EN15 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN16 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR

UTILITY ROOM
EN13 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN14 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
0 10' 20' 40'
238
UP
DN
ST5
ST6
ST7
ST8
EN17
EN18
EN19
CR1
CR2
CR3
CR4
CR5
CR6
CR7
CR8
CR9
CR10
GENERAL NOTES1. PROVIDE KNOX BOX KEY AT ENTRY DOORS.2. PROJECT WILL CONFORM TO OXNARD FIRE DEPARTMENT "LIFE SAFETY PLANNING GUIDE"

3. CAMERAS IN STAIRWELLS SHOULD BE PLACED 7FT ABOVE THE LANDING.

LEGEND
XXX

CAMERA LOCATIONCAMERA NAME (REFER TO SECURITY CAMERA SCHEDULE)

ACCESSIBLE PATH OF TRAVEL EMERGENCY EGRESS PATH OF TRAVEL Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:26:54 PM
A-0.10
SECURITY PLAN - 2ND FLOOR
20-211003
1" = 20'-0" 1 SECURITY PLAN - 2ND FLOOR
SECURITY PLAN - 2ND FL.

MARK PURPOSE COMMENTS

CORRIDOR
CR1 GENERAL VIEW BUILDING EASTCR2 GENERAL VIEW BUILDING EASTCR3 GENERAL VIEW BUILDING NORTHCR4 GENERAL VIEW BUILDING NORTHCR5 GENERAL VIEW BUILDING NORTHCR6 GENERAL VIEW BUILDING SOUTHCR7 GENERAL VIEW BUILDING SOUTHCR8 GENERAL VIEW BUILDING SOUTHCR9 GENERAL VIEW BUILDING NORTH CR10 GENERAL VIEW BUILDING NORTH

ELEVATOR
EN17 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN18 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN19 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
STAIRS
ST5 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST6 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST7 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST8 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
0 10' 20' 40'
239
DN
ST9
ST10
ST11
ST12
EN20
EN21
EN22
CR11
CR12
CR13
CR14
CR15
CR16
CR17 CR18
CR19
CR20
GENERAL NOTES1. PROVIDE KNOX BOX KEY AT ENTRY DOORS.2. PROJECT WILL CONFORM TO OXNARD FIRE DEPARTMENT "LIFE SAFETY PLANNING GUIDE"

3. CAMERAS IN STAIRWELLS SHOULD BE PLACED 7FT ABOVE THE LANDING.

LEGEND
XXX

CAMERA LOCATIONCAMERA NAME (REFER TO SECURITY CAMERA SCHEDULE)

ACCESSIBLE PATH OF TRAVEL EMERGENCY EGRESS PATH OF TRAVEL Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:07:14 PM
A-0.11
SECURITY PLAN - 3RD
20-211003
1" = 20'-0" 1 SECURITY PLAN - 3RD FLOOR
SECURITY PLAN - 3RD FL.

MARK PURPOSE COMMENTS

CORRIDOR
CR11 GENERAL VIEW BUILDING EASTCR12 GENERAL VIEW BUILDING EASTCR13 GENERAL VIEW BUILDING NORTHCR14 GENERAL VIEW BUILDING NORTHCR15 GENERAL VIEW BUILDING NORTHCR16 GENERAL VIEW BUILDING WESTCR17 GENERAL VIEW BUILDING SOUTHCR18 GENERAL VIEW BUILDING EASTCR19 GENERAL VIEW BUILDING EASTCR20 GENERAL VIEW BUILDING EAST

ELEVATOR
EN20 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN21 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN22 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
STAIRS
ST9 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST10 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST11 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST12 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
0 10' 20' 40'
240
ST13
ST14
ST15
ST16
CR21
CR22
CR23
CR24
CR25
CR26 CR28
CR27
CR29
CR30
EN23
EN24
EN25
GENERAL NOTES1. PROVIDE KNOX BOX KEY AT ENTRY DOORS.2. PROJECT WILL CONFORM TO OXNARD FIRE DEPARTMENT "LIFE SAFETY PLANNING GUIDE"

3. CAMERAS IN STAIRWELLS SHOULD BE PLACED 7FT ABOVE THE LANDING.

LEGEND
XXX

CAMERA LOCATIONCAMERA NAME (REFER TO SECURITY CAMERA SCHEDULE)

ACCESSIBLE PATH OF TRAVEL EMERGENCY EGRESS PATH OF TRAVEL Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:07:39 PM
A-0.12
SECURITY PLAN - 4TH
20-211003
1" = 20'-0" 1 4TH FLOOR PLAN
SECURITY PLAN - 4TH FL.

MARK PURPOSE COMMENTS

CORRIDOR
CR21 GENERAL VIEW BUILDING EASTCR22 GENERAL VIEW BUILDING EASTCR23 GENERAL VIEW BUILDING NORTHCR24 GENERAL VIEW BUILDING NORTHCR25 GENERAL VIEW BUILDING NORTHCR26 GENERAL VIEW BUILDING WESTCR27 GENERAL VIEW BUILDING SOUTHCR28 GENERAL VIEW BUILDING SOUTHCR29 GENERAL VIEW BUILDING EASTCR30 GENERAL VIEW BUILDING NORTH

ELEVATOR
EN23 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN24 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN25 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
STAIRS
ST13 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST14 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST15 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST16 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
0 10' 20' 40'
241
CR31
CR32
CR33
CR34
CR35
CR36
CR37
CR38
CR39
ST17
ST18
ST18
EN26
EN27
P1
P2
ST20
CR40
EN28
GENERAL NOTES1. PROVIDE KNOX BOX KEY AT ENTRY DOORS.2. PROJECT WILL CONFORM TO OXNARD FIRE DEPARTMENT "LIFE SAFETY PLANNING GUIDE"

3. CAMERAS IN STAIRWELLS SHOULD BE PLACED 7FT ABOVE THE LANDING.

LEGEND
XXX

CAMERA LOCATIONCAMERA NAME (REFER TO SECURITY CAMERA SCHEDULE)

ACCESSIBLE PATH OF TRAVEL EMERGENCY EGRESS PATH OF TRAVEL Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:07:48 PM
A-0.13
SECURITY PLAN - 5TH
20-211003
1" = 20'-0" 1 5TH FLOOR PLAN
SECURITY PLAN - 5TH FL.

MARK PURPOSE COMMENTS

CORRIDOR
CR31 GENERAL VIEW BUILDING EASTCR32 GENERAL VIEW BUILDING NORTHCR33 GENERAL VIEW BUILDING NORTHCR34 GENERAL VIEW BUILDING SOUTHCR35 GENERAL VIEW BUILDING WESTCR36 GENERAL VIEW BUILDING SOUTHCR37 GENERAL VIEW BUILDING EASTCR38 GENERAL VIEW BUILDING EASTCR39 GENERAL VIEW BUILDING NORTHCR40 GENERAL VIEW BUILDING EAST

ELEVATOR
EN26 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN27 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
EN28 FACE CAPTURE MOUNTED 7-FT

ABOVE FLOOR
PATIO
P1 GENERAL VIEW BUILDING SOUTHP2 GENERAL VIEW BUILDING SOUTH STAIRS
ST17 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST18 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST19 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
ST20 GENERAL VIEW STAIRWELL
MOUNTED 7-FT

ABOVE LANDING
0 10' 20' 40'
242
UP
POOL

WOMEN'S RESTROOM

MEN'S RESTROOM

FIRE DEPARTMENT ACCESS

POOL DECK
SPA

OUTDOOR COVERED LOUNGE

10.45 10.1802.39

10.43 02.38

10.44 Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:08:06 PM
A-0.14

SITE AMENITIES
20-211003
1/8" = 1'-0" 1 SITE PLAN AMENITIES - POOL AREA

BBQ AREA

CAFE/LOUNGE

KEYNOTES

02.38 PLAY STRUCTURE02.39 VEHICULAR GATE WITH KNOX KEY SWITCH AND CLICK-2-ENTER. TYPICAL10.18 BENCH. SEE LANDSCAPE PLANS.10.43 CABANA10.44 LOUNGE CHAIR10.45 TABLE AND CHAIRS 2 VIEW FROM PAVILION
243
UP
UP
-
--
-
- -
- -
- - -
- - -
-- -
-
-
- -
-
-
-
-
-
- -
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-
-

10.2910.2808.1411.2711.2611.25
23' - 10 1/2"
19' - 2"
TRASH

RECYCLING ORGANIC

08.14 03.14

10.28 10.29
34' - 7"
30' - 11"
1' - 0"
3' - 5"

ORGANIC RECYCLING TRASH

TRASH PICKUP STAGING AREA
8' - 0"

10.2810.29

08.14 11.2611.25

03.14 TRASH ROOM

11.27 TRASH

RECYCLING

ORGANIC ORGANIC CHUTE

RECYCLING CHUTE

TRASH CHUTE

TRASH PICKUP STAGING AREA
19' - 9"
15' -
0"
35' - 0"
8'
- 0"

GENERAL NOTES

1. CONTAINERS USED EXCLUSIVELY FOR RECYCLING SHALL BE
CLEARLY IDENTIFIED AS "RECYCLING ONLY" WITH CLEAR ICONS OR OTHER GRAPHICS ON EACH CONTAINER APPROPRIATE TO THECONTAINER'S CONTENT.

2. TO BE CONSISTENT WITH CITY COLLECTION STANDARDS,
CONTAINERS FOR RECYCLING SHALL BE IN BLUE COLOR.

3. THE LOCATION MAY BE SUBJECT TO APPLICABLE SOLID WASTE MANAGEMENT ORDINANCES, INCLUDING FUTURE ORDINANCE CREATION AND/OR REVISIONS. THESE CURRENTLY INCLUDE: AB 939, AB 341, AB 1826, SB 1383, AND AB 827. OCCUPANTS OF THIS

PROPERTY MAY BE REQUIRED TO MAKE PROVISIONS TO MANAGE THREE MATERIAL STREAMS (ORGANICS, RECYCLING, AND TRASH) IN ANY WASTE ENCLOSURE(S) CONSTRUCTED SUBJECT TO THE CITY’S STANDARD COLLECTION EQUIPMENT.

4. THE ROOM WHERE CONTAINERS ARE STORED MUST HAVE
ADEQUATE VENTILATION AND BE PROTECTED BY AN APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM.

5. CONTAINERS NEED TO BE MADE ACCESSIBLE TO COLLECTION
VEHICLES ON ACTUAL SERVICE DAYS.

6. APARTMENT STAFF TO MANAGE AND MAINTAIN GROUND FLOOR
BINS, EMPTY BINS TO APPROPRIATE 4-YD BINS, AND ASSIST COLLECTION VEHICLES ON SERVICE DAYS 3' - 0" 3' - 0" 3' - 0"
6' - 7"
13' - 7"

11.2511.2611.27

00.08 8' - 11 1/2" 4' - 1"
19' - 4"

03.14 TRASH TRUCK

03.14 TRASH TRUCK 03.14

TRASH TRUCK

03.14 Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:08:16 PM
A-0.15

TRASH ENCLOSURE & CHUTES
20-211003
1/4" = 1'-0" 1 TRASH COLLECTION SOUTH WEST
1/4" = 1'-0" 2 TRASH COLLECTION NORTH
1/4" = 1'-0" 3 TRASH COLLECTION EAST

KEYNOTES

00.08 30" x 48" CLEAR FLOOR SPACE03.14 REINFORCED CONCRETE APRON AND TRASH STAGING AREA. 2% MAX SLOPE IN ANY DIRECTION

08.14 10' x 10' ROLL-UP DOOR10.28 RECYCLING CONTAINERS: 4-YARD FRONT LOADING10.29 TRASH CONTAINERS: 4-YARD FRONT LOADING11.25 TRASH CHUTE11.26 RECYCLE CHUTE11.27 ORGANIC WASTE CHUTE 1/4" = 1'-0" 4 TRASH CHUTE CROSS SECTION (TYPICAL)
1/4" = 1'-0" 5 TRASH CHUTE (TYPICAL ALL FLOORS)
6 TRASH CHUTE SHAFT DIAGRAM (TYPICAL) 1/4" = 1'-0" 7 TRASH STAGING AREA - SOUTH WEST

TRASH CHUTE ACCESS ROOM

TRASH ROOM

TRASH PICKUP STAGING AREA
1" = 50'-0" 8 TRASH TRUCK PICK UP ROUTE
244
AT TEM
P
AT TEM
P

AT TEMP

AT TEMP
-
-
--
-
- -
- -
- - -
- - -
-- -
-
-
-
-
-
-
-
- -
-
-
-
-
-
-
- -
-
-
-
-
-
-
ATEM P
-
-
--
-
- -
- -
- - -
- - -
-- -
-
-
-
-
-
-
-
- -
-
-
-
-
-
-
- -
-
-
-
-
-
-
ATEM P

P TEM AT

LOBBY/COMMUNITY

UTILITY FIRE RISER PUMP ROOM

MULTI PURPOSE ROOM
MAIL

EV - VAN EV
TRUCK
TRUCK
TRUCK
TRUCK
10 A-2.12

LOBBY/COMMUNITY

UTILITY FIRE RISER PUMP ROOM

MULTI PURPOSE ROOM
MAIL

EV - VAN EV
TRUCK
TRUCK
TRUCK
TRUCK
10 A-2.12
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:08:26 PM
A-0.16

FIRE & TRASH TRUCK EXHIBIT
20-211003
1" = 20'-0" 1 FIRE / TRASH TRUCK ENTRY
1" = 20'-0" 2 FIRE / TRASH TRUCK EXIT
245
5 A-0.17
A-0.17
4 A-0.17
3 A-0.17 2 FD
16' - 0"
20' - 0"

FIRE PUMP HOUSE
1' - 6"

09.03 C F

09.03 C F 09.03 C F
11' - 11"

09.03 C F 08.11 C
2% MIN.
2% MIN.2% MIN.
16' - 0"
20' - 0"
10' - 0"
2' - 0" 3' - 11"
4' - 2"
GENERAL NOTE: ALL EQUIPMENT SHALL BE SCREEN OR CAMOUFLAGED USING LANDSCAPING 3' - 9 1/2"
LEGEND
AB
CD
E
F
G
H
J

ACCURATE PERFORATINGALUMINUM PANELS
K
JAMES HARDIE: HARDIE ARCHITECTURAL PANELJAMES HARDIE: FIBER CEMENT LAP SIDING KHAKI BROWNPERFORATED PANEL RAILINGPAINT: DUNN EDWARDSDE6333 HAMILTON BLUE PAINT: DUNN EDWARDSDE6334 LONG LAKEPAINT: DUNN EDWARDSDET513 CALIFORNIA SAGEBUSHEXTERIOR CEMENT

PLASTER
PAINT: DUNN EDWARDSDEA002 BLACKPAINT: DUNN EDWARDSDEW380 WARM WHITE Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:08:32 PM
A-0.17

FIRE PUMP ROOM
20-211003
1/4" = 1'-0" 1 FLOOR PLAN - FIRE PUMP ROOM
1/4" = 1'-0" 2 FIRE PUMP WEST
1/4" = 1'-0" 3 FIRE PUMP SOUTH 1/4" = 1'-0" 4 FIRE PUMP NORTH 1/4" = 1'-0" 5 FIRE PUMP EAST 1/4" = 1'-0" 6 ROOF PLAN - FIRE PUMP ROOM 1/4" = 1'-0" 7 FLOOR PLAN - TRANSFORMER TYP.
1/4" = 1'-0" 8 ELEVATION - TRANSFORMER TYP.

NOTE: NOT ALL MATERIALS SHOWN ON SHEET

KEYNOTES

08.11 UTILITY DOOR09.03 WALL FINISH: CEMENT PLASTER, MEDIUM SAND FLOAT FINISH 246
UP
UP
UP

PARKING PODIUM
PET
CARE

TUCK UNDER

PARKING

TRASH ROOM
A-0.15
1 A-0.15
2 A-0.15
3 COMMUNITY ROOM

PARKING PODIUM
STAIR

TRASHENCLOSURE
M
W
POOL EQ.

EL.

STAIR
STAIR

STORAGE

MULTI PURPOSE ROOM
ST.

TUCK UNDER

PARKING
2' - 10 1/2" 8' - 0 1/2" 88' - 3" 12' - 11 1/2"
24' - 6 1/2" 31' - 11" 231' - 4" 12.06 10.35

12.06 LOBBY
EL.

MAIL ROOM
BAR / WARMING KITCH.

PKG. RM.

FITNESS CENTER
WRK. ROOM
OFFICE

UTILITY UTILITY

UTILITY
ELEC.ROOM
EL.

EL. EL.

A-0.15
7 37' - 1 1/2" 216' - 1"
25' - 5" 146' - 2" 12' - 5" 218' - 4"
314' - 9"
29'
-
5"

12.05 12.05

10.46 10.46

10.46 10.46
A-1.7
1 A-1.7
3 A-1.7
5 A-1.7
7 OFFICE
A-2.8
1 13.10

13.10 150' - 0"
150' -
0"
150'
-
0"
150'
- 0"

13.10 13.10

UTILITY

10.46 33' - 5" 24' - 8" 20' - 4"
15' -
0"
46'
- 7 1/2"
ELEC. ROOM

12.06 16.04

16.04 10
A-2.12

12.06 0 10' 20' 40'
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
12/22/2023 1:23:07 PM
A-1.1
1ST FLOOR PLAN
20-211003
1" = 20'-0" 1 1ST FLOOR PLAN

NAME AREA
BICYCLE STORAGE 374 SFCORRIDOR 1245 SFCOVERED PARKING 69304 SFCOVERED WALKWAY 1111 SFELECTRICAL ROOM 669 SFELEVATOR 1 91 SFELEVATOR 2 192 SFELEVATOR 3 94 SFELEVATOR 4 190 SFFIRE PUMP HOUSE 320 SFFITNESS CENTER 2980 SFLOBBY 1752 SFMAIL ROOM 700 SFMAINTENANCE 292 SFMULTI PURPOSE ROOM 1522 SFOFFICE 547 SFPARCEL ROOM 243 SFPATIO 244 SFPET GROOMING 209 SFPOOL EQ. 154 SFRESIDENT STORAGE 1773 SFRESTROOM 621 SFSTAIR 1 259 SFSTAIR 2 226 SFSTAIR 3 207 SFSTAIR 4 164 SFSTORAGE 147 SFTRASH COLLECTION 2273 SFTUCK UNDER PARKING 4591 SFUTILITY 2479 SFGrand total 94976 SF

KEYNOTES

10.35 MAILBOXES. MINIMUM OF 40 LINEAR FEET.10.46 WAYFINDING SIGN TYP.12.05 BICYCLE RACK (SHORT TERM)12.06 WALL MOUTED BICYCLE RACK (LONG TERM)13.10 STANDPIPE16.04 ELECTRICAL METER. SEE ELECTRICAL PLANS

BALCONY AREA

BUILDING AREA
(02) LEVEL 2 (F.F.)BALCONY 6201 SF(03) LEVEL 3 (F.F.)BALCONY 5533 SF(04) LEVEL 4 (F.F.)BALCONY 5621 SF(05) LEVEL 5 (F.F.)BALCONY 5255 SFGrand total 22610 SF 247
UP
UP
DN
UP
TYPE A2 TYPE A2 TYPE A2 TYPE A2
TYPE B2TYPE B2TYPE B2TYPE B2TYPE B2TYPE B2
TYPE A2 TYPE A2 TYPE A2 TYPE A2 TYPE A2
TYPE A3TYPE A2TYPE A2TYPE A2TYPE A2
TYPE B2
TYPE B2TYPE B2TYPE B2
A-0.15
5 8' - 11" 28' - 3" 25' - 3" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 40' - 8" 13' - 0" 40' - 3" 24' - 11" 21' - 6" 35' - 3" 40' - 0" 32' - 0"
40' - 0" 40' - 0" 40' - 3" 40' - 3" 40' - 0" 40' - 0" 40' - 0" 25' - 7" 25' - 6" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 20' - 6" 11' - 7" 40' - 8" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 18' - 8" 0' - 0" 34' - 1" 35' - 1"
TRASH
CHUTE
TRASH
CHUTE
STAIR
EL.

EL. STAIR
EL. STAIR

UTILITY
TYPE A2 TYPE A2 TYPE A2 TYPE B3
TYPE B2
TYPE B2
TYPE A2
TYPE B2TYPE B2 TYPE B2TYPE B2 TYPE B2
TYPE A3
TYPE B2
TYPE B2 TYPE B2 TYPE B2
TYPE B2
TYPE B2 TYPE B2 TYPE B2 TYPE B2
TYPE C1 TYPE C1TYPE C1 TYPE C1TYPE C1 TYPE C1
TYPE D1 TYPE D1TYPE D1 TYPE D1
TYPE A2TYPE A2

UTILITY

COURTYARD COURTYARD
A-4.1
1 A-4.1
2 A-4.1
4 A-4.2
1 A-4.2
2 A-4.2
3 05.02
EL.

EL. EL.

EL.

EL. EL.
402' - 6"
11' - 0" 8' - 0 1/2" 23' - 2 1/2"
322' - 8"
26' - 6"
220' - 5"
106'
16'
45'
19'
18'
8'
189'
226'
8'
258'
11'
208'
41'
238'
A-1.7
2 A-1.7
4 A-1.7
6 A-1.7
8 PATIO TYP. 6.5' x 16' NOT 10' x 10' (100 S.F.)

MECHANICAL
20' - 4 1/2" 26' - 3 1/2" 19' - 4" 14' TYPE A1 MECHANICAL

13.03 08.19 (TYPICAL FOR NORTH ELEVATION)
LEGEND

AFFORDABLE UNITS LOCATIONS
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
12/22/2023 1:23:18 PM
A-1.2
2ND FLOOR PLAN
20-211003
0 10' 20' 40'
1" = 20'-0" 2 2ND FLOOR PLAN
UNIT COUNT 2ND FLOOR
Name Count AVERAGE AREA
1 BD.TYPE A1 1 559 SFTYPE A2 19 709 SFTYPE A3 2 709 SF2 BD.TYPE B2 26 976 SFTYPE B3 1 976 SF3 BD.TYPE C1 6 1106 SFSTUDIOTYPE D1 4 559 SFGrand total: 59 59

TOTAL BUILDING AREA AREA
BALCONY 6201 SFCOMMUNITY SPACE 685 SFCORRIDOR 10122 SFRESIDENTIAL 50621 SFUTILITY 2979 SFGrand total 70607 SF

KEYNOTES

05.02 GUARDRAIL, PERFORATED METAL PANEL 42" HT.08.19 10"H X 1/2" THICK VIEW RAIL GLAZING ON TOP OF 42" HIGH

SOLID GUARDRAIL

13.03 FIRE RISER
248
DN
UP
DN
TYPE B2TYPE B2TYPE B2TYPE B2TYPE B2TYPE B2TYPE B2
TYPE A2 TYPE A2 TYPE A2 TYPE A2 TYPE A2
TYPE A3TYPE A2TYPE A2TYPE A2TYPE A2
TYPE B2TYPE B2
TYPE B2
40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 40' - 3" 40' - 3" 40' - 3" 24' - 11" 21' - 6" 35' - 3" 40' - 0" 32' - 0"
8' - 11" 28' - 3" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 40' - 8" 13' - 0" 25' - 7" 25' - 6" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 20' - 6" 11' - 7" 40' - 8" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 9' - 0" 9' - 8" 34' - 1" 35' - 1"
EL.

TRASH
CHUTE
STAIR
TRASH
CHUTE
STAIR
TYPE A2 TYPE A2 TYPE A2 TYPE A2 TYPE A2 TYPE A2 TYPE A2 TYPE B3
TYPE B2
TYPE B2
TYPE A2
TYPE B2TYPE B2 TYPE B2TYPE B2 TYPE B2TYPE B2
TYPE A3
TYPE B2
TYPE B2 TYPE B2
TYPE B2 TYPE B2 TYPE B2 TYPE B2 TYPE B2
TYPE D1 TYPE D1TYPE D1 TYPE D1
TYPE C1 TYPE C1TYPE C1 TYPE C1TYPE C1 TYPE C1
TYPE A2TYPE A2

UTILITY

13.03 05.02
EL.

EL. EL.

EL. EL.
402' - 6"
322' - 8"
220' - 5"
26' - 6"
8' - 0 1/2" 23' - 2 1/2"
106'
16'
45'
12'
208'
14'
226'
8'
258'
11'
208'
238'
41'

OPEN TO BELOW OPEN TO BELOW

MECHANICAL
19' - 4" 26' - 3 1/2" 20' - 4 1/2" MECHANICAL TYPE A1

09.17 (TYPICAL FOR NORTH ELEVATION)
LEGEND

AFFORDABLE UNITS LOCATIONS
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
12/22/2023 1:23:29 PM
A-1.3
3RD FLOOR PLAN
20-211003
0 10' 20' 40'
1" = 20'-0" 2 3RD FLOOR PLAN
UNIT COUNT 3RD FLOOR
Name Count AVERAGE AREA
1 BD.TYPE A1 1 559 SFTYPE A2 19 709 SFTYPE A3 2 709 SF2 BD.TYPE B2 26 976 SFTYPE B3 1 976 SF3 BD.TYPE C1 6 1106 SFSTUDIOTYPE D1 4 559 SFGrand total: 59 59

BUILDING AREA
BALCONY 5533 SFCOMMUNITY SPACE 685 SFCORRIDOR 10125 SFRESIDENTIAL 50621 SFUTILITY 2979 SFGrand total 69943 SF

KEYNOTES

05.02 GUARDRAIL, PERFORATED METAL PANEL 42" HT.09.17 42" BALCONY WALL13.03 FIRE RISER 249
UP
DN
TYPE A2 TYPE A2 TYPE A2 TYPE A2 TYPE A2
TYPE B2TYPE B2TYPE B2TYPE B2TYPE B2TYPE B2TYPE B2
TYPE A2TYPE A2TYPE A2TYPE A2TYPE A3
TYPE B2TYPE B2TYPE B2
ELEV.TRASHCHUTE
STAIR
25' - 7" 25' - 6" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 20' - 6" 11' - 7" 40' - 8" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 9' - 0" 9' - 8" 26' - 6" 40' - 3" 24' - 11" 21' - 6" 35' - 3" 40' - 0" 32' - 0" 40' - 0" 40' - 0" 40' - 0" 11' - 0" 40' - 3" 40' - 3"
8' - 11" 28' - 3" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 40' - 8" 13' - 0" 34' - 1" 35' - 1"
TRASH
CHUTE
EL. STAIR
TRASH
CHUTE
STAIR
TYPE B3
TYPE B2
TYPE B2
TYPE A2
TYPE B2TYPE B2 TYPE B2TYPE B2 TYPE B2
TYPE A3
TYPE B2
TYPE A2
TYPE B2 TYPE B2 TYPE B2 TYPE B2 TYPE B2
TYPE B2 TYPE B2
TYPE C1 TYPE C1TYPE C1 TYPE C1TYPE C1 TYPE C1
TYPE D1 TYPE D1TYPE D1 TYPE D1
TYPE A2TYPE A2

UTILITY

05.02 TYPE A2 TYPE A2 TYPE A2
EL. EL.

EL.

EL.
402' - 6"
220' - 5"
106'
16'
45'
12'
208'
14'
226'
8'
258'
11'
208'
238'
41'
TYPE A2 TYPE A2 TYPE A2 TYPE A2

OPEN TO BELOW OPEN TO BELOW
A-4.1
3 322' - 8"
40' - 0" 40' - 0" 8' - 0 1/2" 23' - 2 1/2"

MECHANICAL
19' - 4" 26' - 3 1/2" 20' - 4 1/2" TYPE B2 TYPE A1

09.17 (TYPICAL FOR NORTH ELEVATION)
LEGEND

AFFORDABLE UNITS LOCATIONS
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
12/22/2023 1:23:39 PM
A-1.4
4TH FLOOR PLAN
20-211003
0 10' 20' 40'
1" = 20'-0" 2 4TH FLOOR PLAN
UNIT COUNT 4TH FLOOR
Name Count AVERAGE AREA
1 BD.TYPE A1 1 559 SFTYPE A2 20 709 SFTYPE A3 2 709 SF2 BD.TYPE B2 26 976 SFTYPE B3 1 976 SF3 BD.TYPE C1 6 1106 SFSTUDIOTYPE D1 4 559 SFGrand total: 60 60

BUILDING AREA
BALCONY 5621 SFCOMMUNITY SPACE 685 SFCORRIDOR 10127 SFRESIDENTIAL 51317 SFUTILITY 2282 SFGrand total 70032 SF

KEYNOTES

05.02 GUARDRAIL, PERFORATED METAL PANEL 42" HT.09.17 42" BALCONY WALL 250
DN
TYPE A2 TYPE A2TYPE A2 TYPE A2TYPE A2
TYPE B2TYPE B2TYPE B2TYPE B2TYPE B2
TYPE A3TYPE A2TYPE A2TYPE A2TYPE A2

OPEN TO BELOW

TERRACE
4' - 6 1/2" 23' - 2 1/2" 40' - 0" 40' - 0" 40' - 2 1/2" 40' - 2 1/2" 40' - 0" 40' - 0" 40' - 0" 11' - 0" 26' - 6" 40' - 3" 24' - 11" 21' - 6" 35' - 3" 40' - 0" 32' - 0" 8' - 11" 28' - 3" 99' - 11" 25' - 0" 25' - 0" 25' - 0" 40' - 8" 13' - 0" TRASH
CHUTE
STAIR
TYPE B2TYPE B2 TYPE B2
TYPE B2TYPE B2
TYPE B3
TYPE B2
TYPE B2
TYPE A2
TYPE B2TYPE B2 TYPE B2TYPE B2 TYPE B2TYPE B2
TYPE A3
TYPE A2
TYPE B2 TYPE B2
TYPE C1 TYPE C1TYPE C1 TYPE C1TYPE C1 TYPE C1
TYPE D1 TYPE D1TYPE D1 TYPE D1
TYPE A2TYPE A2

UTILITY

05.02 EL. EL.

EL.

EL. EL.
322' - 8"
220' - 5"
106'
16'
45'
12'
226'
8'
258'
11'
208'
238'
41'
TYPE A2 TYPE A2
TYPE B2 TYPE B2 TYPE B2
TYPE B2 TYPE B2
ELEV.TRASHCHUTE
STAIR

OPEN TO BELOW
TYPE A2
25' - 7" 25' - 6" 25' - 0" 25' - 0" 25' - 0" 25' - 0" 20' - 6" 11' - 7" 40' - 8" 40' - 0" 40' - 0" 40' - 0" 40' - 0" 9' - 0" 9' - 8" 402' - 6"
34' - 1" 35' - 1"

MECHANICAL
208'
14'
19' - 4" 26' - 3 1/2" 20' - 4 1/2" TYPE B2 TYPE A1
31' - 9 1/4"

09.17 (TYPICAL FOR NORTH ELEVATION)
LEGEND

AFFORDABLE UNITS LOCATIONS
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
12/22/2023 1:23:48 PM
A-1.5
5TH FLOOR PLAN
20-211003
0 10' 20' 40'

TOTAL UNIT COUNT
BDRMS. COUNT AVE. AREA
(02) LEVEL 2 (F.F.)
1 BD. 22 692.98 SF2 BD. 27 981.62 SF3 BD. 6 1106.83 SF
STUDIO 4 558.56 SF
(03) LEVEL 3 (F.F.)
1 BD. 22 692.98 SF2 BD. 27 981.62 SF3 BD. 6 1106.83 SF
STUDIO 4 558.56 SF
(04) LEVEL 4 (F.F.)
1 BD. 23 692.98 SF2 BD. 27 981.62 SF3 BD. 6 1106.83 SF
STUDIO 4 558.56 SF
(05) LEVEL 5 (F.F.)
1 BD. 19 692.98 SF2 BD. 27 981.62 SF3 BD. 6 1106.83 SF
STUDIO 4 558.56 SF
Grand total 234
1" = 20'-0" 2 5TH FLOOR PLAN
UNIT COUNT 5TH FLOOR
Name Count AVERAGE AREA
1 BD.TYPE A1 1 559 SFTYPE A2 16 709 SFTYPE A3 2 709 SF2 BD.TYPE B2 26 976 SFTYPE B3 1 976 SF3 BD.TYPE C1 6 1106 SFSTUDIOTYPE D1 4 559 SFGrand total: 56 56 5TH. FL. BLDG. AREAS

BUILDING AREA
BALCONY 5255 SFCOMMUNITY SPACE 1277 SFCORRIDOR 10122 SFRESIDENTIAL 48556 SFUTILITY 2282 SFGrand total 67493 SF

KEYNOTES

05.02 GUARDRAIL, PERFORATED METAL PANEL 42" HT.09.17 42" BALCONY WALL 251

OPEN TO
BELOW

11.24 11.24

08.18 07.02

07.02 07.1007.1115.0715.0613.0107.08

11.24 08.18

08.18 0 10' 20' 40'
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:10:58 PM
A-1.6

ROOF PLAN
20-211003
1" = 20'-0" 1 (06) ROOF (F.F.)

KEYNOTES

07.02 ROOF HATCH AND LADDER07.08 CLASS 'B' - WHITE TPO SINGLE PLY 60 MIL (COOL ROOF) SLOPED 2% MIN.07.10 ROOF EAVE07.11 PARAPET ROOF08.18 ROOF ACCESS DOOR11.24 TRASH CHUTE VENT THRU ROOF13.01 SOLAR PANEL AREAS. SIZE & LOCATION TBD.15.06 WATER HEATERS15.07 CONDENSING UNIT 252
UP
8' - 5"
CLEAR
CLEAR
9' - 8"

14.0414.05

13.10 14.04
8' - 5"
CLEAR
CLEAR9' - 8"

14.05 13.10

14.04 9' - 8"
CLEAR8' - 5"

LANDING
4' - 2"
12 TREDS, 11" L (13 RISERS)
11' - 0"

13.10 9' - 8"
CLEAR
CLEAR8' - 5"

14.04 8 TREDS, 11" L (9 RISERS)
7' - 4"

LANDING
4' - 2"
12 TREDS, 11" L (13 RISERS)
11' - 0"

13.10 LANDING
9' - 0"
11 TREDS, 11" L (12 RISERS)
10' - 1"

LANDING
4' - 2"

13.10 5 ' - 8 "
11 TREDS, 11" L (12 RISERS)
10' - 1"

LANDING
9' - 0"

13.10 LANDING
4' - 2"
11 TREDS, 11" L (12 RISERS)
10' - 1"
9' - 8 1/2"

LANDING

13.10 9' - 8 1/2"

LANDING

LANDING
4' - 2"
11 TREDS, 11" L (12 RISERS)
10' - 1"

13.10 Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:11:04 PM
A-1.7

ELEVATORS AND STAIRS
20-211003
1/4" = 1'-0" 1 STAIR 1 - 1ST FLOOR1/4" = 1'-0" 2 STAIR 1 - UPPER FLOORS TYPICAL 1/4" = 1'-0" 3 STAIR 2 - 1ST FLOOR
1/4" = 1'-0" 4 STAIR 2 - UPPER FLOORS TYPICAL
1/4" = 1'-0" 5 STAIR 3 - 1ST FLOOR1/4" = 1'-0" 6 STAIR 3 - UPPER FLOORS TYPICAL 1/4" = 1'-0" 7 STAIR 4 - 1ST FLOOR1/4" = 1'-0" 8 STAIR 4 - UPPER FLOORS TYPICAL

KEYNOTES

13.10 STANDPIPE14.04 CLEARANCE (MEDICAL GURNERY): 24"x84" WITH 5" MAX RADIUS AT CORNERS14.05 21" DIAMETER EMERGENCY PERSONNEL SPACE 253
9' - 0"1' - 4" 21' - 11" 14' - 9" 23' - 7" 14' - 9" 26' - 10" 14' - 9" 11' - 5" 12' - 2" 14' - 9" 26' - 10" 14' - 9" 12' - 6" 11' - 5" 19' - 11" 10' - 1" 31' - 4" 18' - 8" 31' - 4" 18' - 10" 16' - 1" 15' - 5" 10' - 9" 63' - 2"

05.18 08.01 09.06 09.15 10.12 08.01

08.12 05.18 08.05 09.16 09.03 09.02

09.0805.18

32.01 10.34 12.05 08.09 10.42 08.14 10.12
K
F E
D

D G A J B D K A F G
D
K
D
D
D
2' - 10"
2' - 0"

09.08 09.02
2' - 0"
0' - 0"
2' - 0"

09.05 09.03
5' - 4"

09.05 08.19
A F 09.03 09.02 B

09.17 G
10' - 6" 14' - 8" 10' - 6" 10' - 6" 10' - 6"
26' - 6" 12' - 2" 14' - 9" 23' - 3" 14' - 9" 32' - 8" 13' - 5" 24' - 5" 14' - 9" 12' - 2" 16' - 3" 15' - 7" 3' - 0" 19' - 7" 26' - 1" 20' - 7" 17' - 9" 9' - 10" 2' - 5" 63' - 2"

09.03 08.01 10.12 09.15 08.12 08.05 09.03 09.06 05.18

10.12 08.14 08.09

05.18 02.35

02.36 H

A D J B A F A D D K
D D
F
2' - 0"
2' - 0"
2' - 0"
0' - 0"

05.02 09.05

10.12 8' - 11" 28' - 11" 9' - 6" 30' - 8" 19' - 4" 30' - 3" 36' - 8" 47' - 11" 11' - 10" 34' - 3" 8' - 1" 13' - 11"
12' - 11" 24' - 3" 14' - 9" 23' - 7" 14' - 9" 26' - 2" 6' - 1" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 14' - 8"
10' - 10" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 14' - 8"
MECHANICAL UNIT BEYOND (TYP.)

10.1209.08

09.15 09.03 08.09 08.01

08.1209.06

09.03 32.01 10.34 09.15

02.35 08.05

09.03 J B F E H A
DD
EE
B
F
J C F
5' - 10"
2' - 0"
6' - 7"
H 10.12 05.02
67' - 6"

09.05 2' - 0"
11' - 0" 11' - 11" 16' - 8" 25' - 0" 53' - 2" 13' - 1" 41' - 1" 11' - 6" 56' - 5" 23' - 4" 28' - 7" 23' - 2" 4' - 7"6' - 5" 67' - 6" + -
63' - 2"

09.03 10.12 09.03 09.08 08.01 09.02 10.12

05.03 08.09

09.06 09.15

05.18 A F 08.05 09.16
K

D E H A F D G E D B J
G
D
2' - 0"
2' - 10"
5' - 1"
4' - 4"

09.0209.05
LEGEND
AB
CD
E
F
G
H
J

PLASTER
PAINT: DUNN EDWARDSDEA002 BLACKPAINT: DUNN EDWARDSDEW380 WARM WHITE GENERAL NOTES1. EACH BUILDING COVERS A MINIMUM OF 20% OF THE BUILDING FRONTAGE.

2. SEE FLOOR PLANS FOR PATIO LAYOUTS.3. A MINIMUM ONE-FOOT OFFSET IS PROVIDED FOR ANY WALL PLANES THAT EXCEED 30 FEET IN LENGTH.

4. ARCHITECTURAL ARTICULATION RHYTHMS FOLLOW ADJACENT
EXISTING DEVELOPMENTS.

5. NORTH FACING WINDOWS AND DOORS TO MEET SOUND DEADENING REQUIREMENTS AND REMAIN OPERABLE.

WINDOW PER SCHEDULESHEATHING PER STRUCTURALMOISTURE BARRIER7/8" EXTERIOR CEMENT PLASTEROVER METAL LATH 5/8" J CASING
BEAD

SILICONE

CAULKING
5/8" TYPE "X"

GYPSUM WALLBOARD
2X WOOD STUDS

BATT INSULATION

INTERIOR EXTERIOR

WINDOW FLASHING

SEALANT

WINDOW PER SCHEDULE

CORNER BEAD
5/8" TYPE "X" GYPSUM

WALLBOARD
7/8" EXTERIOR CEMENT PLASTER OVER METAL LATHSEALANTSHEATHING PER STRUCTURALMOISTURE BARRIERWINDOW FLASHING

HEADER PER

STRUCTURAL PLANS

BATT INSULATION
2x6 STUDS

INTERIOR EXTERIOR

SILICONE

CAULKING
0' - 3"
1/16" = 1'-0" 3 NORTH (REAR)
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:12:36 PM
A-2.1

EXTERIOR ELEVATIONS
20-211003
1/16" = 1'-0" 4 EAST (RIGHT)
1/16" = 1'-0" 1 SOUTH (FRONT)
1/16" = 1'-0" 2 WEST (LEFT)

KEYNOTES

02.35 FENCING LOCATION02.36 SAFETY BOLLARD05.02 GUARDRAIL, PERFORATED METAL PANEL 42" HT.05.03 SLIDING SECURITY GATE: METAL 'WROUGHT IRON' STYLE, 6' HT. TO MATCH SITE FENCING; AUTOMATIC OPENER WITH FIREDEPARTMENT "KNOX BOX" AS REQUIRED

05.18 PERFORATED METAL PANELS08.01 WINDOW. VYNIL FRAME, TINTED GLAZING (AS REQUIRED)08.05 PATIO DOORS. SINGLE-LIGHT FRENCH, PAINT.08.09 STOREFRONT WINDOW SYSTEMS. TINTED GLAZING,

ANNODIZED COLORED FRAMES

08.12 FIXED WINDOW. VYNIL FRAME08.14 10' x 10' ROLL-UP DOOR08.19 10"H X 1/2" THICK VIEW RAIL GLAZING ON TOP OF 42" HIGH

SOLID GUARDRAIL

09.02 WALL FINISH: COMPOSITE CEMENT BOARD SIDING09.03 WALL FINISH: CEMENT PLASTER, MEDIUM SAND FLOAT FINISH09.05 WALL ACCENT: FOAM TRIM WITH CEMENT PLASTER FINISH09.06 WINDOW SILL TRIM: FOAM WITH CEMENT PLASTER FINISH09.08 CORNICE. FOAM WITH CEMENT PLASTER FINISH09.15 COMPOSITE CEMENT BOARD PANELS09.16 WINDOW TRIM: FOAM WITH CEMENT PLASTER FINISH09.17 42" BALCONY WALL10.12 METAL AWNING10.34 METAL SCREEN VENT10.42 VISUAL DISPLAY ART SCREEN12.05 BICYCLE RACK (SHORT TERM)32.01 TRELLIS STRUCTURE 3" = 1'-0" 5 WINDOW - EXTERIOR PLASTER RECESSED
254
8' - 11" 28' - 11" 9' - 6" 30' - 8" 19' - 4" 30' - 3" 36' - 8" 47' - 11" 11' - 10" 34' - 3" 8' - 1" 13' - 11"
12' - 11" 24' - 3" 14' - 9" 23' - 7" 14' - 9" 26' - 2" 6' - 1" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 14' - 8"
10' - 10" 10' - 6" 10' - 6" 10' - 6" 10' - 6" 14' - 8"
5' - 10"
2' - 0"
6' - 7"
6' - 4" 10.12

09.08 09.15 09.03 08.09 08.01

08.1209.06

09.03 32.01 10.34 09.15

02.35 08.05

09.03 J B F E 10.12 H A
DD
EE
B
F
J C F

H MECHANICAL UNIT
BEYOND (TYP.)
67' - 6"

05.02 09.05
2' - 0"
2' - 10"
5' - 1"
4' - 4"
11' - 0" 11' - 11" 16' - 8" 25' - 0" 53' - 2" 13' - 1" 41' - 1" 11' - 6" 56' - 5" 23' - 4" 28' - 7" 23' - 2" 4' - 7"6' - 5"

09.03 10.12 09.03 09.08 08.01 09.02 10.12

05.03 08.09

09.06 09.15

05.18 08.05

09.02 A F
K

D E H A F D G E D B J
G
D
67' - 6" + -
63' - 2"

09.05 2' - 10"
2' - 0"
2' - 0"
9' - 0"1' - 4" 21' - 11" 14' - 9" 23' - 7" 14' - 9" 26' - 10" 14' - 9" 11' - 5" 12' - 2" 14' - 9" 26' - 10" 14' - 9" 12' - 6" 11' - 5" 19' - 11" 10' - 1" 31' - 4" 18' - 8" 31' - 4" 18' - 10" 16' - 1" 15' - 5" 10' - 9"

05.18 08.01

09.06 09.15 10.12 08.01

08.12 05.18 08.05 09.16 09.03 09.02

09.0805.18

32.01 10.34 12.05 08.09 10.42 08.14 10.12

09.08 09.02
K
F E
D

D G A J B D K A F G
D
K
D
D
D
2' - 0"
0' - 0"
2' - 0"
63' - 2"

09.05 09.03
5' - 4"

09.05 F A 09.03 09.02 B

08.19 09.17 G
61' - 2"
10' - 6" 14' - 8" 4' - 6" 10' - 6" 10' - 6" 10' - 6"
2' - 0"
2' - 0"
2' - 0"
0' - 0"
26' - 6" 12' - 2" 14' - 9" 23' - 3" 14' - 9" 32' - 8" 13' - 5" 24' - 5" 14' - 9" 12' - 2" 16' - 3" 15' - 7" 3' - 0" 19' - 7" 26' - 1" 20' - 7" 17' - 9" 9' - 10" 2' - 5"

09.03 08.01 10.12 09.15 08.12 08.05 09.03 09.06 05.18

08.14 10.12 08.09

05.18 02.35

02.36 H

A D J B A F A D D K
D D
F

05.02 10.12

09.05 GENERAL NOTES1. EACH BUILDING COVERS A MINIMUM OF 20% OF THE BUILDING FRONTAGE.

2. SEE FLOOR PLANS FOR PATIO LAYOUTS.3. A MINIMUM ONE-FOOT OFFSET IS PROVIDED FOR ANY WALL PLANES THAT EXCEED 30 FEET IN LENGTH.

4. ARCHITECTURAL ARTICULATION RHYTHMS FOLLOW ADJACENT
EXISTING DEVELOPMENTS.

5. NORTH FACING WINDOWS AND DOORS TO MEET SOUND DEADENING REQUIREMENTS AND REMAIN OPERABLE.

LEGEND
A
PAINT: DUNN EDWARDSDE6333 HAMILTON BLUE BPAINT: DUNN EDWARDSDE6334 LONG LAKE C PAINT: DUNN EDWARDS DET513 CALIFORNIA SAGEBUSHD

EXTERIOR CEMENT

PLASTER
E
F
PAINT: DUNN EDWARDSDEA002 BLACK
G JAMES HARDIE: FIBER CEMENT LAP SIDING KHAKI BROWN
H
JAMES HARDIE: HARDIE ARCHITECTURAL PANEL
J

K ACCURATE PERFORATING ALUMINUM PANELS

PERFORATED PANEL RAILING
PAINT: DUNN EDWARDSDEW380 WARM WHITE
28"
4 2 "
4"
RAILING PANEL PROVIDES 75% ENCLOSURE
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:15:55 PM
A-2.2

EXTERIOR ELEVATIONS - COLOR
20-211003
1/16" = 1'-0" 1 SOUTH COLOR
1/16" = 1'-0" 2 WEST COLOR
1/16" = 1'-0" 3 NORTH
1/16" = 1'-0" 4 EAST

KEYNOTES

05.18 PERFORATED METAL PANELS08.01 WINDOW. VYNIL FRAME, TINTED GLAZING (AS REQUIRED)08.05 PATIO DOORS. SINGLE-LIGHT FRENCH, PAINT.08.09 STOREFRONT WINDOW SYSTEMS. TINTED GLAZING,

ANNODIZED COLORED FRAMES

08.12 FIXED WINDOW. VYNIL FRAME08.14 10' x 10' ROLL-UP DOOR08.19 10"H X 1/2" THICK VIEW RAIL GLAZING ON TOP OF 42" HIGH

SOLID GUARDRAIL

No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:16:43 PM
A
-2.3
3D VIEWS
20-211003
2 VIEW 1
256
Proj.

No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:17:20 PM
A
-2.4
3D VIEWS
20-211003
2 VIEW 2
257
Proj.

No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:18:08 PM
A
-2.5
3D VIEWS
20-211003
2 VIEW 3
258
Proj.

No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:18:16 PM
A-2.6

RENDERINGS
20-211003
12" = 1'-0" 1 EAST PERSPECTIVE12" = 1'-0" 3 SOUTH EAST PERSPECTIVE 259
Proj.

No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:18:32 PM
A-2.7

RENDERINGS
20-211003
12" = 1'-0" 3 NORTH PERSPECTIVE12" = 1'-0" 1 NORTH EAST PERSPECTIVE 260
20' - 5"
33' - 10 1/2"
15' - 0" 2' - 10 1/2"
16' - 9" 1' - 9 1/2"
9' - 6" 4' - 0" 9' - 6" 5' - 5"
3' - 8"

10.48 00.05 10.36
5' TALL WALL
5' TALL MAILBOX ISLANDS
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD, CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:18:44 PM
A-2.8

MAIL ROOM
20-211003
2 MAIL ROOM - VIEW FROM LOBBY3 MAIL ROOM - INTERIOR VIEW 1/4" = 1'-0" 1 MAIL ROOM
261
Proj.

No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:18:52 PM
A-2.9

INTERIOR DESIGN ELEMENTS
20-211003

GAME/ CARD ROOM

TRASH CHUTES AT EVERY FLOOR LEVEL

CONFERENCE ROOM

MEDIA CENTER

MAIL, PACKAGE AND PARCEL

PRIVATE PATIOS
WASHER DRYER UNITS AT EA. UNIT COFFEE BAR

BUSINESS CENTER

FITNESS CENTER
262
Proj.

No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 4:08:07 PM
A-2.10

EXTERIOR DESIGN ELEMENTS
20-211003

OUTDOOR COVERED DINING

LARGE PLANTERS OUTDOOR SEATING

DOG PARK

POOL AREA

LINEAR FIREPIT

FIREPLACE WITH SEATING

CONCRETE ISLAND WITH BBQ

LINEAR HANGING PLANTERS

ALUMINUM TRELLIS

OUTDOOR YOGA

ARTIFICIAL TURF

SEAT WALL

BOCCE BALL

BICYCLE STORAGE

PUTTING COURSE BALCONY GLAZING AT

NORTH ELEVATION

FREEWAY SCREEN WALL
(AT WAGON WHEEL ALONG FREEWAY)
263
PICKETS:
1" SQ., 4-1/2" O.C. MAXTOP AND BOTTOM RAIL: 1-1/2" x 2" x1/4"POSTS:2" x 2" x 1/4" STEEL TUBE8'-0" O.C.

CONCRET FOOTING
42" (N.T.S.
12"
7" 34" (N.T.S.)
72" (MAY VARY BY LOCATION)

OUTSIDE INSIDE
(PUSH SIDE)
POST AT EACH SIDE3"x3"x1/4" TUBE SECTIONPICKETS: 1", 4" O.C. MAXGATE FRAME: 1-1/2" x 1-1/2"SECURITY PANEL: PERFORATED SHEET METAL18 GA., WELD TO GATE FRAMEPANIC BAR HARDWARE(VON DUPRIN LO-PA-AX-98-NL- OP-110MO-WH, OR EQUAL) 36"
72"
24"

LEVER STYLE HARDWARE

MORTISE LOCK AND CYLINDER

LOCKING AND SECURITY

DEVICES PER OWNER

REQUIREMENTS

SELF-CLOSING HINGE(TOP, BOTTOM, CENTER)
10"
KICK PLATE (BOTH SIDES)14 GA. STEEL

POST AT EACH SIDE
3"x3"x1/4" TUBE SECTION
(TYPICAL BOTH SIDES AT STANDARD GATE)
42" (N.T.S.
12"
7" 34" (N.T.S.) CONCRETE FOOTING AT BOTH POSTS - TYP.

OUTSIDE

INSIDE (PUSH SIDE)
POST AT EACH SIDE3"x3"x1/4" TUBE SECTIONPICKETS: 1", 4" O.C. MAXGATE FRAME: 1-1/2" x 1-1/2"SECURITY PANEL: PERFORATED SHEET METAL18 GA., WELD TO GATE FRAMEPANIC BAR HARDWARE(VON DUPRIN LO-PA-AX-98-NL- OP-110MO-WH, OR EQUAL) 24"

LEVER STYLE HARDWARE

MORTISE LOCK AND CYLINDER

LOCKING AND SECURITY

DEVICES PER OWNER

REQUIREMENTS

PROTECTIVE PLATE

SELF-CLOSING HINGE(TOP, BOTTOM, CENTER)
10"
KICK PLATE (BOTH SIDES)14 GA. STEEL

POST AT EACH SIDE
3"x3"x1/4" TUBE SECTION
(TYPICAL BOTH SIDES AT STANDARD GATE)
72"
36"
42" (N.T.S.
12"
7" 34" (N.T.S.) CONCRETE FOOTING AT BOTH POSTS - TYP.
1 1/2"⌀ METAL HANDRAIL
2 X BLOCKING

AS NEEDED
2 X WOOD FRAMING

PER PLAN
2 1/2"
3"⌀ X 1/4" STEEL MOUNTING PLATE WITH EASED EDGES W/ (2) COUNTERSUNK FASTENERS @ TOP AND BOTTOM OF ROD 1/2"⌀STEEL ROD
EQ EQ

PLYWOOD SHEATHING

PER STRUCTURAL
LAYER TYPE X 5/8"

FIBERGLASS MAT
GYP. SHEATHING

ALIGN WITH CENTER OF STAIR STRINGER
EQ EQ
MIN.
1 1/2"

SMOOTH PLASTER FINISH
6" 6"
7/8" EXTERIOR CEMENT PLASTERMETAL CONTROL JOINTMETAL CONTROL JOINT 1 1/2"⌀ METAL HANDRAIL
2 X BLOCKING

AS NEEDED
2 X WOOD FRAMING

PER PLAN
2 1/2"
3"⌀ X 1/4" STEEL MOUNTING PLATE WITH EASED EDGES W/ (2) COUNTERSUNK FASTENERS @ TOP AND BOTTOM OF ROD 1/2"⌀STEEL ROD
EQ EQ

PLYWOOD SHEATHING

PER STRUCTURAL
5/8" GYPSUM WALLBOARD
MIN.
1 1/2"

ALIGN WITH CENTER OF STAIR STRINGER
EQ EQ

LANDSCAPE
60"

VINE WALL
12"
PL

CMU BLOCK WALL
6' - 0"
PL
1' - 0"

CMU BLOCK WALL

EVERGREEN HEDGE FOR SCREENING
FICUS RIPENDS VINES OMMITED FOR CLARITY SEE DETAIL 7 / A-2.12

BLOCK WALL
8' - 0"
2' - 6"
10 A-2.12
6' - 0"
3' - 10" 2' - 6"
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:13:42 PM
A-2.12
FENCES, GATES, SITE WALLS AND RAILINGS 20-211003
3/4" = 1'-0" 1 SITE FENCE - TYPICAL 3/4" = 1'-0" 2 PEDESTRIAN GATE WTH PANIC HDWR. 3/4" = 1'-0" 3 PEDESTRIAN GATE WITH PANIC HDWR.
6" = 1'-0" 4 HANDRAIL @ WALL W/ PLASTER FINISH6" = 1'-0" 5 HANDRAIL @ WALL W/ GYP FINISH 1/2" = 1'-0" 6 SIDE YARD WALL SECTION
1/2" = 1'-0" 7 FREEWAY WALL SECTION 1/2" = 1'-0" 8 CMU WALL ELEVATION 1/2" = 1'-0" 9 SITE SECURITY FENCE 1/2" = 1'-0" 10 SECURITY WALL SECTION 264
6' - 6"
5' - 6"

02.45 METAL GUARDRAIL
4 2 "
PATIO
10" 4 2 "

WOOD FRAME BALCONY WALLSIDING OR CEMENT PLASTER FINISHBALCONY GLAZING, SOUND GUARD PATIO
4 2 "

WOOD FRAME BALCONY WALLSIDING OR CEMENT PLASTER FINISH PATIO 4 2 "

WOOD FRAME BALCONY WALLSIDING OR CEMENT PLASTER FINISH PATIO Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 4:04:43 PM
A-2.13
TRELLIS, MONUMENT SIGN, AND BALCONY EXHIBITS 20-211003
3/8" = 1'-0" 1 TRELLIS
1/4" = 1'-0" 2 ENTRANCE SIGNAGE FEATURE

KEYNOTES

02.45 PROPOSED MONUMENT SIGN UNDER SEPARATE PERMIT
APPROVAL. SIGN REQUIRES SEPERATE APPROVAL OF A SIGN
PERMIT PERSUANT TO ARTICLE IX. SEE DETAIL 2 ON A-2.13
BALCONY TYPE 4 - SOLID CANTILEVER BALCONY TYPE 3 - SOLID FLUSH BALCONY TYPE 2 - SOLID FLUSH WALL WITH GLASS BALCONY TYPE 1 - RAILING 1/4" = 1'-0" 3 BALCONY TYPE 1 1/4" = 1'-0" 4 BALCONY TYPE 2 1/4" = 1'-0" 6 BALCONY TYPE 4 1/4" = 1'-0" 5 BALCONY TYPE 3 265
30' - 0"
10'-0" x 13'-9"
DECK 90 S.F.

UNIT AREA 689 S.F. APPROX.
15' - 5 1/2" 10' - 0"
9' - 6" 5' - 0" 10' - 11 1/2"
3' - 0 1/2"
3 0 "
MIN.

SINGLE STRG.243 C.F.
15' - 3 1/2" 16' - 11"
25' - 0"
22' - 0"
26' - 9 1/4" 5' - 0"
10'-11" x 12'-11"
DECK 100 S.F.

UNIT AREA 736 S.F. APPROX
3 0 "
MIN.
11' - 1 1/4"
SINGLE STRG.243 C.F.
11' - 11" 15' - 0" 13' - 6 1/2"
11' - 11 1/2" 5' - 0" 23' - 6"
26' - 0"
10'-10" x 11'-6" 12'-6" x 14'-0"
DECK 90 S.F.

UNIT AREA 952 S.F. APPROX.
3 0 "
MIN.

SITNGLE STRG. 243 C.F.

STORAGE DIAGRAM

STORAGE PROVIDED (CUBIC FEET)
H = 9 FT.

W L
30' - 0"
DECK 90 S.F.

UNIT AREA 650 S.F. APPROX.
10'-0" x 12'-0"
SINGLE STRG. 297 C.F.
4' - 0"
8' - 0" 5' - 0" 10' - 11"
10' - 11"
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:18:59 PM
A-4.1

LSV - UNIT PLANS
20-211003
1/4" = 1'-0" 1 UNIT TYPE A2
1/4" = 1'-0" 2 UNIT TYPE A3 1/4" = 1'-0" 4 UNIT TYPE B2 1/4" = 1'-0" 3 UNIT TYPE A1
266
22' - 10 1/2" 5' - 0" 13' - 0"
11' - 9 1/2" 11' - 6" 17' - 7" 5' - 0 1/2"
11 1/2" 26' - 0"
5' - 0 1/2" 21' - 11 1/2" 11'-5" x 12'-6" 10'-6" x 11'-0" UNIT AREA 979 S.F. APPROX.

DECK 222 S.F
MIN.
30"
SINGLE STRG.369 C.F.
10' - 11 1/2" 12' - 6 1/2" 21' - 11 1/2"
26' - 0"
11' - 0" 5' - 0" 29' - 5 1/2"
10'-9" x 16'-3"
10'-0" x 10'-0"
10'-0" x 13'-10"
UNIT AREA 1,105 S.F. APPROX.

DECK 75 S.F.

MIN.
30"
SINGLE STRG. 297 C.F.
10' - 5 1/2" 10' - 0"
3' - 0 1/2" 26' - 11 1/2"
30' - 0"
4' - 6" 5' - 0"
UNIT AREA 554 S.F. APPROX.

DECK 60 S.F.
3 0 "
MIN.

SINGLE STRG.396 C.F.

STORAGE DIAGRAM

STORAGE PROVIDED (CUBIC FEET)
H = 9 FT.

W L
Proj. No.:Print Date:
2151 LOCKWOOD STREET, OXNARD,
CALIFORNIA, 93036

LOCKWOOD III APARTMENTS
3835 E. THOUSAND OAKS BLVD. #254, THOUSAND OAKS, CA 91362

SVM LOCKWOOD, LLC

LOCKWOOD III APARTMENTS
10/17/2023 2:19:04 PM
A-4.2

LSV - UNIT PLANS
20-211003
1/4" = 1'-0" 1 UNIT TYPE B3 1/4" = 1'-0" 2 UNIT TYPE C1 1/4" = 1'-0" 3 UNIT TYPE D1
267
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PRELIMINARY LANDSCAPE PLAN
Ground Level
N
E
S
W 10'20' 0' 20' 40' SCALE: 1" =20'-0" JH SITE IMPROVEMENT LEGEND 1 Concrete Paving - color TBD, light sand float finish 2 Artificial Turf 4 Seat Wall - Concrete, 18" ht, smooth finish top 5a Outdoor Kitchen - Concrete with BBQ, 34" ht., with 42" ht. Wall/Back splash 6 Masonry Table - 42" ht., finish to match Outdoor Kitchen 7 Masonry Wall - ht. 5', finish TBD 8 Pool Safety Fence and Gate - Vertical metal picket, black color, 6' ht. min. 9 Pool - ±40' x 25' 10 Spa - 10' diameter 11 Cabana - 8'x8' 12 Fence - 5' ht. min. 3 Raised Planter Of Sheets

BRODERSEN ASSOCIATES
Landscape Architecture / Horticulture / Documentation
422 E. Main Street, Ventura, CA 93001
tel 805 201 5614
[email protected]
CA#4880 No. 4880 EXP. 4/30/23
LOCKWOOD APARTMENTS 3
LOCKWOOD ST.

PROPERTY LINE

PROPERTY LINE
PROPERTY LINE Fire Access, 20'x82', see Civil's Plans
1 TW+42" POOL ± 40' x 20' TW+34" TW +18" TW +18", typ. TW+34" TW+42" 3 SPA
3 6
7 TW+5'
8 TW+5'
9 10 PA PA PA PA PA PA PA PA Vehicular Gate, see Architect's Plans RESTROOMS COMMUNITY ROOM TW +5' min. 12 Building pillar, typ. See Architect's Plans 7 TW+5' TRASH PET CARE MULTI-PURPOSE ROOM PRELIMINARY LANDSCAPE PLAN - Ground Level ABBREVIATIONS W Washingtonia sp.

P Pyrus spp. EXISTING TREES EX EXISTING PA PLANTING AREA TW TOP OF WALL Conceptual Landscape Plans will comply with the applicable City of Oxnard Landscape Standards and the Water Efficient Landscape Ordinance. Planting and Irrigation Plans will comply with the City of Oxnard Water Efficient Landscape Ordinance (City Council Ordinance No. 2822) and Landscape Water Conservation Standards The irrigation system will meet the requirements of the California Department of Water Resources Model Water Efficient Landscape Ordinance, as required for new construction projects with an aggregate landscape area equal to or greater than 500 square feet requiring a building or landscape permit, plan check or design review Evergreen Vine on Masonry Wall, eg. Ficus pumila, 10' o.c. 101 FREEWAY RETAIL COMPLEX W
W
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P PA PA PA PA PAPAPAPA PAPA PA PA Evergreen hedge, eg. Rhaphiolepis u. 'Minor' 36" ht. min. for screening Evergreen hedge, eg. Rhamnus alaternus, 6' ht. min. for screening Ex Retail Sign Tower 13 Decomposed Granite Paving 14 Play Area Surfacing - TBD 15 Play Area Equipment - TBD 13 13 14 15 16 Shade Structure - 14' x 14' (E) Palm, typ. (E) Tree, typ. Flowering Deciduous Tree, eg. Cercis occidentalis Deciduous Canopy tree eg. Platanus racemosa Deciduous Canopy tree eg. Platanus racemosa Evergreen Canopy tree eg. Tristania laurina 'Elegant' 6'
4' Open Accent tree eg. Erythrina caffra Accent tree eg. Erythrina caffra PA PA PA Palm tree eg. Cocos plumosa Canopy Tree, eg. Ginkgo biloba 5a 5b Outdoor Kitchen - Concrete with BBQ, 34" ht. 5b Evergreen Canopy tree eg. Tristania laurina 'Elegant' 17 Fence @ play area - metal, vertical picket, 3' ht. Evergreen Canopy Tree, eg. Lophostemon conferta Evergreen Canopy Tree, eg. Melaleuca quinquinervia Ex Street trees (Magnolia) to remain, See Civil Engineer's Plans 18 Gazebo @ street front - 10' x 10' 18 PARKING LOT Monument Sign, See Architect's Plans Palm tree eg. Cocos plumosa RETAIL COMPLEX Evergreen Canopy tree eg. Rhus lancea Evergreen Canopy tree eg. Jacaranda mimosifolia Existing street parkway to be revised to match Civil Engineer's Plans for Lockwood Street City Improvements (NOT A PART) Metal Fence, ht. 6'+, per city approval, See Architect's Plan Masonry Wall, ht. 8'+, with evergreen vine eg. Ficus repends @10' o.c Existing Masonry Wall, See Architect's Plan Evergreen Vine on Fence, eg. Hardenbergia 'Happy Wanderer', 12' o.c. NOTES 1. See Sheet L-2 for Planting Legend MAIL FITNESS CENTER DOG RUN

T PA LOBBY
T PA Bicycle parking, See Architect's Plans 19 Site Furniture - TBD by Owner. 19 Pedestrian Gate, See Architect's Plans PA Cercis occidentalis Cocos plumosa Erythrina crista-galli Jacaranda mimosifolia Platanus racemosa Rhus lancea Ttristania laurina 'Elegant' PROPOSED TREE IMAGES 2 PA Skyline Palm tree eg. Cocos plumosa. MIn. 8'BTH, 24" box Masonry Wall, ht. 6'+ with vine eg. Parthenocissus tricuspidata @10' o.c 735' lineal feet along podium 1 tree required per 20' lf 37 trees required 37 trees provided TREE REQUIREMENTS Citrus spp. (Meyer Lemon) DOG RUN 13 PUTTING COURSE 2 13 20 20 20 75' x 12' Bocce Ball Court - 4 X 4 sideboard each side 21 Landscape Berm 22 Dry Stream 6' Open
4' Open 16
2 2 23 Artificial Turf - Putting Green 23 21 22 Accent Tree eg. Citrus Sp,'Meyer Lemon" 24" box - Std. 13 4 24 Built-in seatwall @ shade structure 25 Seat Stone 18" X 18" 26 26 25 LOCKWOOD ST 24 26 Crosswalk -Enhanced Concrete - color TBD Bicycle parking, See Architect's Plans 12'
7'
5'
10'
12'
4' 2' Evergreen Canopy tree eg. Rhus lanceaEvergreen Canopy tree eg. Tristania laurina 'Elegant' 268
TTT UP UP A D CCCC CCCC B B B B B B AA E E E E E E E E E E C C C C CB BB B FFF AAAAA AAAB AAA AAA C B C TREES SYMBOLS BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS NOTES PLANTING LEGEND Arbutus 'Marina' Strawberry Tree 24" box - L - Alnus rhombifolia White Alder 24" box - H - Erythrina coralloides Naked Coral Tree 24" box - L - Citrus sp Citrus 24" box - M - Cocos plumosa Queen palm 8' - L* (Syagrus romanzoffiana) BTH Ginkgo biloba Maidenhair Tree 24" box - M - Olea europaea 'Swan Hill' Swan Hill Olive 36" box - - - Hymenosporum flavum Sweetshade 24" box - M - Lophostemon conferta Brisbane Box 24" box - L* - Tabebuia chrysotricha Golden Trumpet Tree 24" box - M - Cercis occidentalis Western Redbud 24" box - L - Cercis canadensis 'Forest Pansy' East Redbud 24" box - M - Tipuana tipu Tipu Tree 24" box - L - Platanus racemosa Sycamore tree 24" box - M Low-branch, multi Bauhinia x blakeana Hong Kong Orchid Tree 24" box - M - Melaleuca quinquenervia Paperbark Tree 24" box - - - Rhus lancea African Sumac 24" box - - - L M R Parkinsonia X ‘Desert Museum' Desert Museum Palo Verde 36" box - - - SHRUBS, GRASSESAbutilon x hybridum 'Nabob' Red Flowering Maple 5 gal L Aloe arborescens Torch Aloe 1 gal L Aloe striata Coral Aloe 1 gal L Agave 'Blue Flame' NCN 5 gal L Arctostaphylos d. 'Howard McMinn' Manzanita 5 gal L Brunfelsia pauciflora Yesterday, Today, Tomorrow 5 gal M Buxus microphylla japonica Japanese Boxwood 5 gal L* 2' o.c. Buxus m. var. j. 'Winter Gem' Winter Gem Boxwood 5 gal L* 3' o.c. Callistemon 'Little John' Dwarf Bottlebrush 5 gal L Camellia s. 'White Doves' White Doves Camellia 5 gal M Chondropetalum tectorum Small Cape Rush 5 gal L Cistanthe grandiflora Rock Purslane 1 gal L Clivia miniata 'Yellow' Yellow Clivia 1 gal L Cordyline 'Design a line' Burgundy Cordyline 5 gal M Dianella tasmanica 'Variegata' White Striped Flax Lily 1 gal M Dietes grandiflora Fortnight lily 1 gal L Duranta 'Sapphire Showers' Picotee Sky Flower 15 gal M Fatsia japonica Japanese aralia 5 gal M Lantana 'New Gold' New Gold Lantana 1 gal L Lomandra 'Platinum Beauty' Variegated Dwarf Mat Rush 1 gal L 3' o.c. Muhlenbergia dubia Pine Muhly 1 gal L Muhlenbergia rigens Deer Grass 1 gal L Myrsine africana African Boxwood 5 gal L 4' o.c. Olea europaea 'Little Ollie' Dwarf Olive 5 gal - Polygala fruticosa 'Petite Butterfly' Sweet Pea Shrub 5 gal L* Rhamnus alaternus Italian Buckthorn 5 gal L Rhaphiolepis u. 'Minor' Dwarf Yeddo Hawthorn 15 gal L 3'-6" o.c. Rosa 'Iceberg' White Shrub Rose 5 gal L* Tecoma stans Yellow Bells 15 gal - Tibouchina urvilleana Princess Flower 15 gal - Trachelospermum jasminoides Star Jasmine 1 gal L* SYMBOLS BOTANICAL NAME COMMON NAME SIZE QTY WUCOLS NOTES R TPLANTING LEGEND (cont.) GROUNDCOVERS (PLANTED) Dianella c. 'Cassa Blue' Blue Flax Lily 1 gal - SF L 18" o.c. Dymondia margaretae Silver Carpet Flats - SF L 12" o.c. Festuca glauca 'Elijah Blue' Elijah Blue Fescue 1 gal - SF L 18" o.c. Fragaria chiloensis Beach Strawberry Flats - SF M 12" o.c. Polygonum capitatum Pink Knotweed Flats - SF M 18" o.c. Senecio mandraliscae Blue Chalksticks Flats - SF L 24" o.c. GROUNDCOVERS (NOT PLANTED) Gravel Mulch To be selected by Owner - SF 2" depth (at upper floors, pots placed on top) Jasminum tortuosum Twisted Jasmine 5 gal - L* Hardenbergia v. 'Happy Wanderer' Purple Vine Lilac 5 gal - L* 12' o.c. Macfadyena unguis-cati Cat Claw Vine 5 gal - M Ficus pumila Creeping Fig 5 gal - L* 10' o.c. Decomposed Granite Mulch Porous DG, no stabilizer, tan color, 2" depth (at parking lot perimeter, w/ black aluminum header where plants installed in DG) shown on plan. Top of edging to be max of 1/2" above surface material. VINES PLANTING LEGEND (cont.) PLANTER LEGEND 36" diam x 30" ht., material GFRC, model 'WCS-3600'. Self watering system, 'CWC-2800/CWM-1720-3k'. Available from Tournesol Siteworks. 800-542-2282. 60" diam x 36" ht., material GFRC, model 'WCS-6000'. Self watering system, 'CWM-2920-4k'. Available from Tournesol Siteworks. 800-542-2282. 48"x48" sq. x 36" ht. material GFRC, model 'WCR-4800F'. Self watering system 'CWM-R2920-2k'. Available from Tournesol Siteworks. 800-542-2282. 60"x60" sq. x 42" ht. material GFRC, model 'WCR-6000F'. Self watering system 'CWM-R2920-4k'. Available from Tournesol Siteworks. 800-542-2282. 60"x24" x 24" ht. material GFRC, model 'WCR-602424'. Self watering system 'CWM-R2014-2k'. Available from Tournesol Siteworks. 800-542-2282. 36"x36" sq. x 30" ht. material GFRC, model 'WCR-3600F'. Self watering system 'CWM-R2020-2k'. Available from Tournesol Siteworks. 800-542-2282. 30" diam x 27" ht., material GFRC, model 'WCS-3000'. Self watering system, 'CWC-2400/CWM-1720-2k'. Available from Tournesol Siteworks. 800-542-2282. DECBFAG 20' 10' 0' 20' 40' SCALE: 1" =20'-0" L-2

PRELIMINARY LANDSCAPE PLAN
2nd Floor N E S W JH Of Sheets

OXNARD, CA 93036 X These drawings, including all related design, details, specifications, and information are and shall remain the sole property of Brodersen Associates and are for use on this specific project and shall not be copied, disclosed to others or used without the expressed written consent of Brodersen Associates. Sheet Drawn by Checked by22.21 BB Date 10.11.23 This copyrighted document may not be reproduced in part or whole without the expressed written permission of Brodersen Associates. Copyright 2012 PRELIMINARY LANDSCAPE PLAN - 2nd Floor Courtyards Palm tree eg. Cocos plumosa Evergreen Hedge eg. Myrsine africana Accent Shrub eg. Cordyline sp. Large Shrub eg. Tecoma stans Accent Tree eg. Hymenospermum flavum Ornamental Grass eg. Lomandra 'Platinum Beauty' Evergreen Shrub eg. Tibouchina urvilleana Palm tree eg. Cocos plumosa SITE IMPROVEMENT LEGEND 1 Concrete Paving - color TBD, light sand float finish 2 Artificial Turf 4 Outdoor Kitchen - with BBQ, 34" ht., with 42" ht. Wall/Back splash 5 Outdoor Kitchen - with BBQ, 34" ht. 7 Concrete Bar with barstools - 42" ht., finish to match Outdoor Kitchen 8 Water Feature - Concrete, 16' x 9', finish TBD 9 Water Feature - Concrete, 8' Ø, finish TBD 10 Fireplace Wall - 14' x 2', 2-sided, ht. TBD 11 Chess Board - 12' x 12' 12 Planters - Various sizes and shapes, in gravel where shown. See Planter Legend this sheet. 3 Raised Planter 6 Shade Structure - 12' x 24' 1 TW+34" TW+42" 3 1 1 1 1 1 1 2 2 TW+24" 3TW+24" 3 TW+24" TW+34" TW+42" TW+42" 4 5 7 7 6 6 8 3TW+24" 9 3TW+24" 10 11 11 GAME AREA: Eg. Corn Hole, GAME AREA: Eg. Ping Pong 13 Site Furniture - TBD by Owner. 13 13 13 Private patios, typ. 8' depth Private patios, typ., 8' depth 12 12 12 12 12 1212 Large Shrub eg. Olea europaea 'Little Ollie' 269
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E PLANTER LEGEND 36" diam x 30" ht., material GFRC, model 'WCS-3600'. Self watering system, 'CWC-2800/CWM-1720-3k'. Available from Tournesol Siteworks. 800-542-2282. 60" diam x 36" ht., material GFRC, model 'WCS-6000'. Self watering system, 'CWM-2920-4k'. Available from Tournesol Siteworks. 800-542-2282. 48"x48" sq. x 36" ht. material GFRC, model 'WCR-4800F'. Self watering system 'CWM-R2920-2k'. Available from Tournesol Siteworks. 800-542-2282. 60"x60" sq. x 42" ht. material GFRC, model 'WCR-6000F'. Self watering system 'CWM-R2920-4k'. Available from Tournesol Siteworks. 800-542-2282. 60"x24" x 24" ht. material GFRC, model 'WCR-602424'. Self watering system 'CWM-R2014-2k'. Available from Tournesol Siteworks. 800-542-2282. 36"x36" sq. x 30" ht. material GFRC, model 'WCR-3600F'. Self watering system 'CWM-R2020-2k'. Available from Tournesol Siteworks. 800-542-2282. 30" diam x 27" ht., material GFRC, model 'WCS-3000'. Self watering system, 'CWC-2400/CWM-1720-2k'. Available from Tournesol Siteworks. 800-542-2282.

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PRELIMINARY LANDSCAPE PLAN
5th Floors
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MAR VISTA SALES

LAUREN SHAW
DATE
5/4/2023
SCALE
1:30
FILE NAME:

SUMMARY
1 of 3

LED LUMINAIRE SCHEDULE
Symbol Label Quantity Manufacturer Catalog Number Description Lamp Lumens Per Lamp
Light
Loss
Factor
Wattage Notes
PG
48 LITHONIA VCPG LED V4 P4 30K 80CRI T5W MVOLT PM [OPTIONS] [FINISH] LED SUSPENDED PARKING GARAGE PENDANT 3000K LED 7413 0.92 56.3 PG1
8 LITHONIA VCPG LED V4 P4 30K 80CRI T5E MVOLT PM [OPTIONS] [FINISH] LED SUSPENDED PARKING GARAGE PENDANT 3000K LED 7874 0.92 56.3 PG2
11 LITHONIA VAP 8000LM FST MD MVOLT GZ10 30K 80CRI [OPTIONS] LED SURFACE MOUNTED VAPOR TIGHT LINEAR 3000K LED 7183 0.92 66.86 S1
1 LITHONIA DSX1 LED P5 30K 80CRI LCCO MVOLT SPA PIRH DDBXD/SSS 22.5FT [THICKNESS] DM19AS [FINISH] LED AREA LUMINAIRE ON SQUARE STRAIGHT STEEL POKE 3000K LED 11271 0.92 138.16 S2
18 LITHONIA DSX1 LED P5 30K 80CRI BLC4 MVOLT SPA PIRH DDBXD/SSS 22.5FT [THICKNESS] DM19AS [FINISH] LED AREA LUMINAIRE ON SQUARE STRAIGHT STEEL POKE 3000K LED 11537 0.92 138.16 SB
27 Lithonia
Lighting
RADB LED P3 30K SYM DDBXD RADB LED P3 30K SYM DDBXD 947 0.92 13.44 SB
0 Lithonia
Lighting
RADB LED P4 30K SYM DDBXD RADB LED P4 30K SYM DDBXD 1335 0.92 18.59 SC
10 LITHONIA DMW2 L24 2000LM PFL MD MVOLT GZ10 30K 80CRI [OPTIONS] LED SURFACE MOUNTED VAPOR TIGHT LINEAR 3000K LED 2116 0.92 18.78 SE
8 LITHONIA RADPT P1 30K ASY MVOLT [MOUNTING] [CONTROL] [FINISH]/RSS 16FT [THICKNESS] [MOUNTING] [FINISH]
LED POST TOP ON ROUND STRAIGHT STEEL POLE 3000K LED 4671 0.92 38.0107 SE2
12 LITHONIA RADPT P1 30K SYM MVOLT [MOUNTING] [CONTROL] [FINISH]/RSS 16FT [THICKNESS] [MOUNTING] [FINISH]
LED POST TOP ON ROUND STRAIGHT STEEL POLE 3000K LED 4931 0.92 38.0107 SP
6 VISUAL

COMFORT &
CO
700OPBOW93018[FINISH]UNV LED SUSPENDED OUTDOOR PENDANT 3000K LED 2462 0.92 36.1 ST
91 TARGETTI IN CL 1 WW 24 24 [CONNECTION] INTEL18 [MOUNTING OPTION] [OPTION] [REMOTE DRIVER] LED STRING LIGHTS 2300K LED 67 0.921 ST2
91 TARGETTI IN CL 1 WW 24 24 [CONNECTION] INTEL18 [MOUNTING OPTION] [OPTION] [REMOTE DRIVER] LED STRING LIGHTS 2300K LED 67 0.921 ST3
176 TARGETTI IN CL 1 WW 12 24 [CONNECTION] INTEL18 [MOUNTING OPTION] [OPTION] [REMOTE DRIVER] LED STRING LIGHTS 2300K LED 67 0.921 W3 14 LITHONIA WDGE2 LED P2 30K 80CRI TFTM MVOLT SRM [OPTIONS] [FINISH] LED WALL MOUNTED WALLPACK 3000K LED 1934 0.92 18.9815 X4
24 VISUAL

COMFORT
700OWTEG830W18[FINISH]UNV LED WALL MOUNT 3000K LED 1149 0.92 15.1 Y
2 HYDREL 4750L 4FT 500LMF 30K MVOLT WWD KN MS18 CSL ZT BT LED GROUND MOUNTED LINEAR FLOOD 3000K LED 2148 0.92 20.98

STATISTICS
Description Symbol Avg Max Min Max/Min Avg/Min
BOCCE BALLRIGHT 2.2 fc 2.5 fc 1.9 fc 1.3:1 1.2:1
COURTYARD 2.6 fc 5.9 fc 1.2 fc 4.9:1 2.2:1

COVERED
PARKING 5.5 fc 7.1 fc 4.2 fc 1.7:1 1.3:1
DOG RUN 2.4 fc 3.0 fc 2.1 fc 1.4:1 1.1:1

FIFTH FLOOR
DECK 5.3 fc 18.0 fc 1.4 fc 12.9:1 3.8:1
GRADE 1.1 fc 7.8 fc 0.0 fc N/A N/A
PARKING GARAGE 6.4 fc 35.0 fc 1.1 fc 31.8:1 5.8:1
PARKING+DRIVE 2.3 fc 6.3 fc 1.0 fc 6.3:1 2.3:1
POOL 2.1 fc 3.2 fc 1.2 fc 2.7:1 1.8:1
PUTTING GREEN 2.2 fc 2.5 fc 1.3 fc 1.9:1 1.7:1

SECOND FLOOR -
LEFT COURTYARD 1.8 fc 3.5 fc 1.1 fc 3.2:1 1.6:1

SECOND FLOOR -
RIGHT

COURTYARD

2.1 fc 4.0 fc 1.4 fc 2.9:1 1.5:1
WALKWAY _WEST
SIDE OF BLDG 1.2 fc 5.7 fc 0.0 fc N/A N/A
BOCCE BALL-LEFT 2.0 fc 2.4 fc 1.6 fc 1.5:1 1.3:1

1.4 1.3

1.3 1.3

1.3 1.2

1.4 1.5

2.0 2.2

1.9 1.9

1.7 1.6

1.8 1.9

1.9 1.9

2.3 2.4

2.1 1.8

2.0 2.0

2.2 2.1

1.6 1.4

1.5 2.6

2.2 2.2

1.3 1.9

2.0 1.9

2.0 1.2

2.1 2.4

3.3 2.8

2.1 2.0

1.4 2.2

2.2 2.6

1.7 1.4

1.5 2.1

2.2 1.9

1.9 1.9

1.9 1.7

1.7 1.8

1.9 1.9

1.8 2.1

2.1 1.9

1.8 2.0

2.0 2.0

2.0 2.3

2.2 1.6

1.4 1.4

1.3 1.4

1.4 1.4

1.3 1.3

1.4 1.4

1.2 1.3

1.6 1.5

1.5 1.4

1.6 1.6

1.1 1.1

1.1 3.5

1.8 1.8

1.7 1.7

1.9 2.0

2.6 3.2

3.2 2.5

2.0 1.8

1.7 1.9

1.8 1.7

2.1 2.6

2.2 2.2

1.9 2.3

3.1 3.1

2.0 2.1

2.0 2.0

2.1 1.8

2.2 2.2

2.6 2.2

1.7 1.7

2.1 2.6

2.2 2.2

1.8 2.2

2.4 2.4

2.5 2.5

1.9 2.0

2.0 2.1

1.7 2.2

2.2 2.6

2.2 1.7

1.5 1.8

1.9 1.7

1.7 1.8

1.8 1.6

1.5 1.5

1.7 1.9

1.6 1.6

1.8 1.8

1.7 1.7

1.5 1.4

4.0 4.0

16.2 17.6

4.3 4.3

4.5 1.6

1.8 1.6

1.6 1.6

1.7 1.9

1.7 1.7

1.9 1.7

1.6 1.6

1.6 1.8

1.6 4.4

4.3 4.5

16.2 17.6

18.0 1.4 1.4 18.0
SE2 @ 16'
SE2 @ 16'
SE2 @ 16'
SE @ 16'
SE @ 16'
SE2 @ 16'
SE2 @ 16'
SE2 @ 16'
SE @ 16'
SE @ 16'
ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' ST @ 10' SP @ 8'
SP @ 8'
SP @ 8'
SP @ 8'
SP @ 8'
SP @ 8'
X4 @ 7' X4 @ 7'
X4 @ 7' X4 @ 7'
ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST2 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10'ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10'ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' ST3 @ 10' Plan View
Scale - 1" = 30ft

THIS PARTICULAR CALC ZONE EXTENDS OFF SITE AND SO THAT'S WHERE THE ZEROS ARE BEING CALCULATED. I HAVE REDUCED THE HIGHER POINTSB Y REMOVING AND ADJUSTING FIXTURE LOCATIONS. ALSO SOME POINTSWE RE REMOVED FROM THE LANDSCAPE AREAS. CALCULATION IN LANDSCAPEARE AS ARE NOT ACCURATE DUE TO PLANTS AND SHRUBS REDUCING ACCURACY 271 L
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3 MAR VISTA SALES

LAUREN SHAW
DATE
5/4/2023
SCALE
1:30
FILE NAME:

SUMMARY
2 of 3

5.5 4.4

6.6 6.5

4.9 7.0

6.9 4.6

6.4 5.0

5.9 5.1

5.0 4.5

5.4 5.0

4.6 6.1

4.5 6.7

6.5 5.0

7.0 4.7

6.7 4.7

6.2 5.3

5.0 4.4

5.7 5.1

4.2 7.1

0.4 0.8

0.7 0.7

0.7 0.6

0.5 0.3

0.2 0.1

0.1 0.1

0.2 0.2

0.1 0.1

0.1 1.0

1.5 1.4

1.4 1.2

0.9 0.6

0.4 0.3

0.2 0.1

0.1 0.1

0.1 0.2

0.2 0.3

0.3 0.3

0.3 0.2

0.2 0.2

0.1 0.1

0.1 1.8

2.7 2.6

2.6 2.6

2.2 2.6

2.6 2.2

2.6 0.9

0.6 0.3

0.1 0.1

0.2 2.7

4.2 3.9

3.9 3.5

2.7 2.8

3.3 2.6

3.0 1.4

0.9 0.5

0.2 0.1

0.1 0.1

0.1 0.3

3.2 4.5

1.9 1.3

0.6 0.2

0.1 0.1

0.1 0.2

0.4 3.0

4.4 2.2

1.8 0.7

0.2 0.1

0.1 0.2

0.3 0.6

3.8 5.4

2.0 1.6

1.6 1.8

2.5 1.7

1.8 2.4

0.6 0.2

0.1 0.1

0.2 0.5

0.9 0.8

0.2 1.0

1.6 1.6

1.8 0.4

0.2 0.1

0.1 0.2

0.6 1.1

1.5 0.8

1.3 1.4

0.4 0.2

0.1 0.1

0.2 0.5

1.2 1.6

0.8 0.3

0.2 0.1

0.2 0.4

6.0 0.3

0.8 0.2

0.1 0.1

0.1 0.2

0.4 0.5

0.8 1.7

0.1 0.1

0.5 0.8

1.2 0.1

0.1 1.4

0.5 0.8

2.3 0.9

0.1 0.8

1.1 1.5

2.3 2.2

0.5 0.6

0.9 2.6

2.0 0.2

0.1 0.3

2.6 2.5

2.9 2.0

0.2 2.0

2.2 2.7

0.1 0.7

2.4 0.1

0.1 0.8

1.4 1.9

1.3 0.2

0.2 2.7

2.6 0.9

0.1 0.1

0.1 0.2

0.1 2.0

2.2 2.4

2.9 0.3

0.1 0.1

0.3 0.1

0.1 2.6

3.2 2.7

2.2 2.8

2.0 0.2

0.1 0.1

0.1 0.3

0.1 1.7

2.7 2.8

2.4 2.4

2.1 0.1

0.1 0.1

0.2 0.2

0.2 0.4

6.1 0.2

2.6 2.9

2.6 2.2

2.3 2.1

0.1 0.1

0.1 0.2

0.2 0.3

0.4 1.7

0.3 2.6

3.1 0.1

0.1 0.1

0.2 0.3

0.4 6.1

6.7 2.2

3.2 3.3

0.1 0.1

0.2 0.3

0.6 0.6

0.9 0.6

0.5 2.8

3.3 1.5

0.1 0.2

0.2 0.4

0.6 0.8

0.8 0.8

0.8 3.4

3.4 2.7

0.9 0.1

0.3 0.5

0.8 1.0

1.0 1.0

0.9 1.1

2.7 3.1

2.8 0.3

0.3 0.7

1.0 1.3

1.0 0.9

2.6 3.8

2.9 2.8

2.5 0.2

0.6 1.3

1.2 6.6

1.3 1.8

2.2 2.2

0.1 0.1

1.2 1.8

2.0 1.2

1.9 1.1

1.3 2.2

2.3 2.2

2.0 1.8

1.5 1.4

1.7 2.1

1.9 0.1

0.7 1.8

1.4 5.1

1.7 1.0

1.2 2.1

1.5 0.6

2.5 5.3

0.2 1.9

1.5 1.9

0.9 2.1

1.5 3.9

0.7 0.1

0.1 5.0

2.0 2.0

0.9 2.1

1.6 5.4

0.8 3.9

2.1 0.9

1.2 0.3

0.1 0.2

1.5 3.3

2.0 0.9

2.8 0.6

1.9 4.1

2.1 1.0

2.5 0.4

1.2 2.9

2.1 1.0

0.2 0.1

1.5 1.3

2.5 1.3

2.8 2.2

1.1 2.1

0.1 0.1

0.1 0.2

4.6 3.1

2.6 2.3

1.1 1.8

0.1 0.1

0.1 0.6

2.1 2.2

1.5 2.3

3.6 2.0

0.2 0.1

0.1 2.9

3.3 2.6

3.3 1.5

1.5 2.0

0.2 0.1

0.1 0.1

4.3 1.6

1.7 1.8

0.2 0.1

0.1 0.1

2.8 4.2

1.8 1.1

1.2 1.4

3.3 1.5

1.6 1.7

0.2 0.1

0.1 0.1

0.1 0.3

3.2 1.7

1.6 1.4

1.4 1.6

2.8 0.8

0.2 0.1

0.1 0.1

0.1 0.8

1.9 2.3

1.7 2.4

0.5 0.2

0.1 0.1

0.1 1.6

2.5 2.0

1.8 0.3

0.1 0.1

0.1 0.2

2.3 2.6

2.8 1.4

1.0 0.2

0.1 0.1

0.1 0.3

2.1 2.0

2.1 0.3

0.4 0.5

0.5 0.5

0.6 0.5

0.5 0.3

0.1 0.1

0.2 0.2

0.7 2.4

2.4 2.5

0.3 0.3

0.3 0.2

0.1 0.1

0.1 0.2

0.2 0.4

0.4 0.3

0.2 0.2

0.1 0.1

0.1 0.2

0.2 0.3

0.5 0.5

0.3 0.3

0.2 0.2

0.1 0.1

0.1 0.2

0.3 0.5

0.9 0.7

0.5 0.3

0.2 0.2

0.1 0.1

0.2 0.4

0.7 1.4

3.0 3.1

2.8 1.0

0.5 0.3

0.2 0.2

0.1 0.1

0.4 0.8

0.8 0.8

0.7 0.5

0.2 0.2

0.1 0.1

0.1 0.3

0.4 0.4

0.1 0.2

0.1 0.1

2.7 2.6

2.3 2.2

2.2 2.2

2.0 2.6

2.9 3.3

3.3 2.8

2.3 2.1

2.2 2.0

2.2 2.2

2.1 2.1

2.3 2.5

2.5 2.4

2.2 2.2

2.3 2.1

1.5 3.0

3.0 3.0

3.0 2.6

2.4 2.5

3.8 3.7

3.5 3.4

3.2 3.1

3.0 2.5

2.6 2.6

2.5 2.9

3.1 2.9

2.9 2.9

2.9 3.1

3.0 2.6

2.3 1.9

4.8 5.1

4.6 3.7

3.4 3.3

3.0 2.6

2.4 2.7

2.7 2.7

3.0 3.3

3.4 3.4

3.2 3.3

3.1 2.9

2.6 2.6

2.7 2.6

2.6 2.9

3.2 3.2

3.0 2.8

2.9 2.8

2.6 2.4

2.2 5.4

6.3 5.2

4.3 3.6

2.9 2.4

2.1 2.1

2.3 2.4

2.4 2.4

2.6 2.7

2.8 2.8

2.8 2.6

2.5 2.3

2.4 2.4

2.4 2.3

2.5 2.9

3.3 3.4

3.3 2.9

2.5 2.3

2.3 2.3

5.6 2.8

2.7 3.1

2.5 2.1

2.4 2.3

3.4 3.9

2.6 3.7

4.1 2.6

3.2 4.2

2.3 2.4

3.8 4.1

2.3 2.2

3.9 4.3

3.7 3.1

1.8 1.9

2.1 2.4

1.5 2.1

2.5 1.5

1.6 2.1

2.7 1.2

1.4 1.6

2.1 2.6

1.4 1.6

2.0 2.4

1.4 1.8

2.1 2.3

1.1 1.4

1.9 2.2

2.4 1.1

1.4 1.8

2.1 1.7

2.1 1.8

1.6 1.8

2.3 1.9

1.6 1.9

2.5 2.0

1.8 2.0

2.5 1.8

2.0 2.2

2.4 1.1

1.9 2.1

2.3 2.5

1.8 2.0

2.2 2.3

2.6 2.2

2.2 2.1

2.3 2.4

2.6 2.2

2.0 2.3

2.1 2.5

2.1 2.1

2.3 2.1

2.2 2.3

2.6 2.1

2.0 2.2

2.6 2.5

2.0 1.9

2.1 2.3

2.7 2.0

1.8 2.1

2.4 2.5

1.9 1.8

2.2 2.5

1.9 1.8

2.3 1.4

1.3 1.1

2.2 1.8

1.8 2.2

1.6 1.8

1.9 1.7

1.3 1.1

2.0 1.8

1.9 2.0

2.5 2.2

1.8 1.4

1.7 1.9

2.0 2.2

2.2 2.5

2.0 1.6

1.5 1.2

1.5 1.8

2.0 2.2

1.8 1.9

2.0 1.8

1.8 1.6

1.3 1.1

1.3 1.5

1.9 2.1

1.6 1.9

1.8 1.9

1.6 1.4

1.2 1.2

1.4 1.9

2.3 1.8

1.9 1.7

1.5 1.3

1.1 1.2

1.5 2.1

2.6 1.5

1.8 2.0

1.9 1.6

1.2 1.1

1.2 1.2

1.6 2.2

1.8 2.3

2.4 2.0

1.5 1.3

1.2 1.1

1.3 1.7

2.1 1.5

1.9 2.8

2.4 1.9

1.5 1.5

1.3 1.2

1.5 1.8

2.1 1.9

2.2 2.4

2.0 1.9

1.8 1.3

1.7 2.0

2.3 2.1

2.2 2.2

2.2 1.9

1.7 1.4

1.3 1.4

1.8 2.0

2.4 2.4

2.1 1.8

1.5 1.3

1.5 1.7

2.0 2.3

2.2 2.2

2.2 2.0

1.6 1.4

1.4 3.0

3.4 1.7

2.2 2.5

1.6 2.1

2.5 2.4

2.0 1.6

1.5 1.8

3.2 2.3

1.9 2.5

3.0 2.0

2.4 2.9

2.3 1.9

1.7 1.9

2.2 2.7

2.1 1.8

2.1 2.7

3.2 2.0

2.5 2.4

2.1 1.9

2.0 2.0

2.3 2.0

1.9 2.0

2.2 2.1

2.1 2.2

2.3 2.6

2.1 2.2

2.2 2.2

2.1 2.0

1.8 2.1

1.8 1.9

2.3 2.1

2.3 2.6

2.8 2.7

2.5 2.5

2.6 1.4

2.1 2.3

2.5 2.2

2.0 1.8

1.6 2.7

2.4 2.0

2.0 2.1

2.4 2.4

2.5 2.7

3.0 2.9

2.6 2.5

2.3 1.5

2.4 2.3

2.2 1.9

1.7 1.7

2.4 2.5

2.2 2.2

2.3 2.3

2.5 2.4

2.1 2.2

2.3 2.6

2.3 1.9

2.5 2.8

2.7 2.4

2.1 2.3

2.4 2.5

2.7 2.7

2.3 2.0

2.5 3.1

3.4 3.0

2.6 2.7

3.0 3.3

3.1 2.2

1.5 1.5

2.7 3.7

3.5 3.2

3.1 3.1

3.0 3.0

3.2 3.3

2.5 1.7

2.6 3.1

3.6 3.6

3.7 3.8

3.6 3.4

3.2 3.0

1.8 3.1

3.4 3.6

3.9 4.0

3.6 3.3

3.1 2.0

2.9 2.8

2.8 2.1

2.9 2.9

2.9 3.2

2.6 2.6

2.4 2.5

2.7 2.7

2.2 1.9

1.9 2.2

2.1 2.6

2.5 2.0

1.5 1.4

1.7 2.1

2.4 2.0

1.4 1.9

2.0 1.4

1.3 1.3

2.4 1.7

2.3 2.2 2.1 2.0 2.0 2.1

2.0 2.1

2.4 2.5 2.4 2.1 2.1

2.1 2.0 2.0

2.2 2.2

2.2 2.3 2.3 2.4 2.5 2.4 2.2 2.2

2.2 2.7

2.2 3.0

2.2 2.8 2.4

2.2 2.3 2.3 2.2

2.1 1.9

2.3 2.0

2.2 2.0

2.1 5.9

2.6 2.9

3.0 2.5

2.6 3.0

3.0 2.6

2.7 2.9

1.6 4.1

2.5 2.7

2.5 2.4

2.6 2.6

2.5 2.8

3.2 2.4

3.4 2.6

2.6 2.3

2.1 2.1

2.3 2.7

3.0 2.6

2.9 2.2

2.5 2.5

2.3 2.3

2.7 3.2

3.4 2.7

1.8 1.4

2.2 2.6

2.9 2.8

2.6 2.8

3.1 3.6

3.6 1.9

1.3 1.9

2.7 3.2

3.0 2.9

2.9 2.3

3.5 3.4

2.7 1.3

1.7 2.5

2.7 3.1

2.6 1.6

2.3 2.3

2.5 2.1

1.8 2.6

2.2 0.0

0.0 0.0

1.0 1.0

1.0 1.2

1.2 1.6

1.9 1.3

2.1 1.2 7.8

1.0 1.1 1.2 1.3 1.3 1.7 4.9 4.0 0.9 0.3 0.2 0.5 4.0 3.6 0.4 0.3 3.0 4.2 0.6

0.2 2.6 5.1 0.7

0.2 2.2

0.8 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.3 0.3 0.3 0.4 0.4 0.5 0.5

0.0 0.0

5.7 W3 @ 12'
W3 @ 12'
SC @ 10'
SC @ 10'
SC @ 10'
SC @ 10'
SC @ 10'
SC @ 10'
SC @ 10'
SC @ 10'
SC @ 10'
SC @ 10'
S2 @ 25'
S2 @ 25'
S2 @ 22.5'
S2 @ 25'
S2 @ 25'
S2 @ 25'
S2 @ 25'
W3 @ 12'
SE2 @ 16'
SE2 @ 16'
SE @ 16'
X4 @ 7'
W3 @ 12'
X4 @ 7'
X4 @ 12'
X4 @ 12'
X4 @ 12'
X4 @ 12'
X4 @ 12'
W3 @ 12'
X4 @ 7'
X4 @ 7'
X4 @ 7'
X4 @ 7'
X4 @ 7'
X4 @ 7'
Y @ 0.5'
X4 @ 7'
W3 @ 12' W3 @ 12' W3 @ 12' W3 @ 12'
SE2 @ 16'
SE2 @ 16'
SE2 @ 16'
SE2 @ 16'
SE @ 16'
SE @ 16'
SE @ 16'
X4 @ 7' X4 @ 7'
X4 @ 7'
S1 @ 25'
S2 @ 25'
S2 @ 25'
S2 @ 25'
S2 @ 25'
S2 @ 25'
S2 @ 25'
S2 @ 25'
S2 @ 25'
X4 @ 7'
W3 @ 12'
X4 @ 7'
X4 @ 7'
Y @ 0.5'
W3 @ 12'
W3 @ 12'
W3 @ 12'
S2 @ 25'
W3 @ 12'
S2 @ 25'
S2 @ 25'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46' SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
SB @ 3.46'
272
L
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3 MAR VISTA SALES

LAUREN SHAW
DATE
5/4/2023
SCALE
1:30
FILE NAME:

SUMMARY
3 of 3

3.0 2.7

6.0 5.7

16.0 33.6

23.7 21.2

15.4 8.5

7.9 7.1

4.3 2.6

1.8 1.6

1.6 1.6

1.6 1.5

1.5 1.5

1.5 1.6

1.5 1.5

1.5 27.9

29.5 26.5

17.5 9.1

8.1 6.9

5.9 5.0

2.9 2.6

2.6 2.6

2.5 2.5

2.6 2.5

2.5 2.5

2.5 2.6

2.5 2.5

2.5 2.4

29.6 28.8

19.4 10.4

8.3 7.5

6.9 6.2

5.9 5.5

5.5 5.6

5.3 5.6

5.5 5.4

5.6 5.4

5.5 5.6

5.4 5.7

5.5 5.5

5.6 5.5

6.0 5.3

4.2 6.9

9.0 14.1

18.9 19.2

15.4 10.5

9.4 8.6

8.2 8.4

7.7 7.8

7.8 7.5

8.0 7.6

7.7 7.9

7.5 7.9

7.7 7.7

8.0 7.6

8.0 8.0

7.9 8.4

7.7 7.0

4.2 7.0

8.7 9.9

10.9 10.9

9.9 8.5

7.7 7.3

7.2 7.1

7.0 7.0

6.9 6.9

7.0 6.9

6.9 6.9

7.0 7.1

7.4 7.8

8.0 8.1

7.9 7.0

8.5 8.8

8.9 8.1

6.2 5.1

4.3 4.1

4.1 3.8

4.0 3.8

3.8 3.9

3.7 3.9

3.8 3.7

3.9 3.7

3.9 3.9

3.9 4.4

5.0 6.5

7.3 7.1

7.4 6.4

9.5 10.4

10.0 8.2

5.5 3.4

2.7 2.4

2.3 2.3

2.3 2.2

2.2 2.2

2.4 2.9

4.6 7.1

8.2 9.0

8.8 7.7

10.3 10.6

9.9 7.9

5.3 3.2

2.6 2.4

2.3 2.2

2.2 2.2

2.2 2.1

2.2 2.2

2.4 2.9

4.7 7.2

8.3 8.8

3.8 7.5

9.7 9.0

8.1 7.1

5.4 4.5

4.0 3.9

3.9 3.7

3.7 3.8

3.6 3.8

3.7 3.6

3.8 3.6

3.7 3.7

3.6 4.3

5.4 6.9

6.8 5.3

4.2 2.9

4.5 7.0

8.0 7.8

8.0 8.0

7.6 7.3

7.1 7.0

6.9 6.9

6.9 6.8

6.8 6.8

6.8 6.6

6.3 7.1

8.1 8.5

8.1 7.6

6.8 5.8

3.7 5.5

5.9 6.5

7.8 8.4

8.6 8.0

8.2 7.9

7.8 8.2

7.7 7.9

7.9 7.6

8.1 7.7

7.8 7.9

7.6 8.1

7.8 7.5

7.6 8.1

9.2 9.4

8.6 8.6

7.6 6.8

4.0 5.0

6.9 7.3

6.6 6.4

5.9 5.9

6.0 5.7

5.9 5.7

5.7 5.9

5.6 5.8

5.7 5.7

5.9 5.7

5.9 6.0

6.0 7.3

7.8 7.5

7.3 6.9

6.8 6.0

5.2 5.6

7.0 6.8

5.0 3.7

3.2 3.1

3.0 2.9

2.9 3.0

2.9 2.9

3.0 3.0

3.2 3.7

5.0 6.9

6.9 5.3

4.0 6.3

7.3 7.4

7.7 7.2

5.1 3.0

2.4 2.2

2.1 2.1

2.0 2.0

2.1 2.1

2.2 2.2

2.4 3.1

5.3 7.4

7.5 5.3

3.9 6.6

7.7 7.5

7.7 7.1

4.9 3.4

2.9 2.7

2.7 2.6

2.6 2.6

2.6 2.7

2.7 2.7

2.8 2.8

3.0 3.5

5.2 7.5

8.6 8.9

8.0 7.9

7.9 7.2

6.1 5.7

5.2 5.2

5.3 5.0

5.3 5.1

5.1 5.2

5.0 5.3

5.2 5.1

5.4 5.2

5.5 5.6

5.9 8.0

11.5 23.9

8.5 9.5

9.4 8.5

8.3 7.7

7.9 7.7

7.6 8.0

7.6 7.7

7.6 7.5

7.9 7.6

7.7 7.8

7.6 8.0

7.8 7.6

8.0 9.5

14.1 29.7

7.6 8.6

8.4 7.6

7.5 7.2

7.4 7.4

7.4 7.6

7.3 7.3

7.3 7.2

7.4 7.2

7.3 7.3

7.2 7.4

7.3 7.3

7.7 9.5

13.7 27.1

4.6 4.4

4.1 4.3

4.2 4.6

5.5 5.6

5.0 4.3

4.2 4.3

4.0 4.3

4.1 4.0

4.3 4.1

4.4 4.7

5.5 8.4

10.9 12.7

2.0 1.3

2.1 2.1

2.0 2.1

2.2 2.9

7.5 11.3

4.1 2.4

2.1 2.0

1.9 2.0

2.0 2.0

2.2 2.7

4.3 7.3

8.4 7.3

3.6 1.7

16.8 2.1

3.5 6.7

8.4 6.3

3.2 1.7

1.8 3.4

6.6 7.9

6.2 3.1

1.8 1.8

3.3 6.5

7.7 6.1

3.2 1.9

1.7 3.2

6.4 8.2

6.0 3.1

1.9 1.7

3.4 6.5

7.6 6.2

3.3 1.9

1.8 3.3

6.5 8.0

6.2 3.2

1.9 1.8

3.3 6.5

8.0 6.3

3.3 1.9

1.8 3.4

6.5 7.9

6.6 3.5

2.0 1.8

3.3 6.6

8.6 6.7

3.6 2.0

1.9 3.5

6.8 8.4

7.1 3.8

2.1 2.0

3.7 7.2

9.1 7.5

4.0 2.3

2.2 4.3

8.3 10.6

8.6 4.6

2.5 2.7

6.5 13.5

15.6 13.6

6.5 3.1

3.2 9.6

25.4 26.5

24.8 9.9

4.5 3.3

9.7 23.2

25.4 26.0

16.7 11.3

2.9 8.4

21.3 22.8

29.1 30.3

1.1 22.2

35.0 PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10' PG @ 10'
PG @ 10'
PG @ 10'
PG @ 10' PG @ 10' PG @ 10' PG @ 10' PG @ 10' PG @ 10'
PG @ 10'
PG2 @ 12'
PG2 @ 12'
PG1 @ 10' PG1 @ 10'
PG1 @ 10' PG1 @ 10'
PG1 @ 10' PG1 @ 10'
PG1 @ 10' PG1 @ 10'
PG2 @ 12' PG2 @ 12'
PG2 @ 12'
PG2 @ 12' PG2 @ 12' PG2 @ 12'
PG @ 10'
PG2 @ 12'
PG2 @ 12'
PG2 @ 12'
ST2 @ 10'
273

ATTACHMENT
C
FINAL IS-MND 24-01
[HTTPS://WWW.OXNARD.GOV/COMMUNITY-DEVELOPMENT/PLANNINGENVIRONMENTAL-SERVICES/ENVIRONMENTAL-POSTINGS] 274

ATTACHMENT
D

GENERAL PLAN CONSISTENCY ANALYSIS
275

ATTACHMENT D
City of Oxnard 2030 General Plan Consistency Analysis Lockwood Apartments 3 Project August 1, 2024 Planning Commission
Level I: Direct Applicability to a Proposed Policy, Project or Program Level II: Related or Indirect Applicability to the Proposed Policy, Project, or Program Level III: No or Distance Applicability to the Proposed Policy, Project, or Program.

All polices not listed are designated as Level III are deemed consistent with the 2030 General Plan.

General Plan Chapter Abbreviations Chapter:

SC: Sustainable Community 2
CD: Community Development 3
ICS: Infrastructure and Community Services 4
ER: Environmental Resources 5
SH: Safety and Hazards 6
MC: Military Compatibility 7
HE: 2021-2029 Housing Element 8

GENERAL PLAN POLICIES
Policy Level Title/Text Explanation
SC-3.1 I New Residential Development:

Encourage incorporation of
passive and active energy and
resources conservation design
and devices in new residential
development and substantial
remodels and/or expansions.

The Project design includes rooftop
solar photovoltaic panels with a
back-up battery storage system;
reflective white roofing material to
reduce albedo effect/urban heat,
without having the potential to cause
glare; and 175 Electric Vehicle (EV)
on-site parking spaces, including 69
EV-Capable (EV-F), 88 EV-Ready
(EV-R), and 18 EV Charging Spaces
(EVCS).

CD-1.2 I Infill Development, Priority to
Mixed Use: Promote the
efficient use of larger vacant
parcels and vacant areas of the
City by encouraging infill
development, with a priority to
mixed uses that reduce vehicle
While the Project does not include
mixed uses on-site, it does propose
infill development of a large vacant
parcel with multi-family,
mixed-income residential apartments,
in proximity to nearby existing
employment and education centers,
276
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

Page 2 of 9 ends

GENERAL PLAN POLICIES
Policy Level Title/Text Explanation
trips and GHG emissions and
promote sustainable
development goals and
objectives.
which would facilitate development of
a mixed-use neighborhood and
promote the reduction of vehicle trips
and GHG emissions.

CD-1.4 I Transportation Choices:

Promote the application of land
use and community designs
that provide residents with the
opportunity for a variety of
transportation choices
(pedestrian, bicycle, transit,
automobile).

Regional access to the Project site is
provided by Ventura Freeway (US
101) and Rice Avenue from the
northeast. Local access to the Project
site is provided from Gonzales Road
and Outlet Center Drive. The Project
site is served by several existing bus
routes, including bus stops with
benches located on both sides of
Gonzales Road and Rose Avenue, less
than a half-mile from the project site.

The Project site is served by the City
of Oxnard Bikeway System. The
existing bicycle facilities located near
the Project site consist of Class II
bicycle lanes along Gonzales Road,
Rose Avenue, Solar Avenue, and a
portion of Lockwood Street east of the
Outlet Center Drive. The portion of
Lockwood Street adjacent to the
Project is identified as a future Class II
bicycle lane facility. In addition to the
on-street facilities, the Project will
provide on-site bicycle storage and
racks (including 60 long-term bicycle
parking spaces and 28 short-term
bicycle parking spaces). The Project
will also construct a new sidewalk in
front of the Project to connect to
existing sidewalks.

CD-1.5 I Housing Variety: Promote the
development of a variety of
housing types throughout the
City including apartments,
The Project would expand the City’s
variety and quantity of housing stock
by providing 234 new multi-family
apartments, including 38 affordable
277
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

Page 3 of 9 ends

GENERAL PLAN POLICIES
Policy Level Title/Text Explanation
condominiums, lofts,
townhouses, and attached and
detached single family units.
units, in a variety of types and sizes,
including studio, one-bedroom,
two-bedroom, and three-bedroom
units. The Project would contain 30
low-income level affordable units and
8 very low-income level affordable
units.

CD 1-7 I Compact Development:

Promote the use of
development patterns that are
more compactly built and use
space in an efficient aesthetic
manner as part of the
community vision.

The Project design is a compact,
five-story apartment building,
centrally located to the extent possible
on the irregularly shaped Project site
and surrounded by landscaped areas.

To the extent possible, on-site parking
spaces are located within the compact
building footprint. The Project plan
makes efficient use of available space,
including the provision of aesthetically
designed, common amenity areas
within required yards and on building
roofs.

CD-8.5 I Impact Mitigation: Ensure that
new development avoids or
mitigates impacts on air
quality, traffic congestion,
noise, and environmental
resources to the maximum
extent feasible.

As identified in the Final IS/MND, the
Project, as mitigated by the proposed
Mitigation Monitoring and Reporting
Program (MMRP), would not result in
a significant effect on the
environment, including air quality,
traffic congestion, noise, and
environmental resources.

CD-9.4 I View Corridor Preservation:

Ensure all public and private
investments positively
contribute to the overall
character of the City by
minimizing impacts on
important view corridors by
creating edge treatments along
The Project positively contributes to
the character of the City, and
minimizes visual impacts of
development, by providing a
30-foot-deep landscape buffer adjacent
to the Ventura Freeway, which is a
scenic highway. The landscape buffer
contains 26 newly planted trees,
278
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

Page 4 of 9 ends

GENERAL PLAN POLICIES
Policy Level Title/Text Explanation
greenbelt areas and a
landscaped buffer corridor of
at least 30 feet along
designated scenic corridors and
other major transportation
corridors.
including palms, deciduous, and
evergreen species, and a new site wall
screened with evergreen vines.

CD-10-1 I Human-Scale Development: In
the evaluation of development
proposals, require urban
development on a human scale,
by emphasizing the pedestrian
experience over the movement
and storage of vehicles.

To the extent possible, the Project
internalizes on-site vehicular parking,
maximizes new landscape, and
provides for pedestrian circulation
throughout the site. The Project
features new landscaped front and rear
yards with paths, shade structures,
built-in seating, and recreational
activities. The Project also includes
an outdoor pool area with patios and
outdoor kitchens, two second-floor
courtyards, and a fifth-floor terrace, all
of which are pedestrian accessible.

CD-12.1 I Municipal Design Guidelines:

Design municipal structures in
accordance with design
guidelines, ensure
compatibility with adjacent
development, and set a
standard for design excellence
and sustainability.

The Project design is consistent with
the applicable BRP Zone standards,
the Affordable Housing Design
Standards (OCC §16-420I), the
Affordable Housing Special
Development Requirements (OCC
§16-420J), the High Rise Residential
Zone development standards (OCC
§16-71 to 16-78), and the Attached
Dwelling Unit Development Standards
(OCC §16-362), as described below in
Table 3.

CD -14.1 I Design Review Process: In the
evaluation of development
proposals, continue to ensure
that public and private
development projects comply
The Project complies with City design
policies, plans, and guidelines, as
described below in Table 3.
279
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

Page 5 of 9 ends

GENERAL PLAN POLICIES
Policy Level Title/Text Explanation
with City design policies,
plans, and guidelines.

CD-14.2 I Development Advisory
Committee (DAC) Function:

Continue to require that a staff
Development Advisory
Committee review new
development projects for
consistency with the City’s
development policies and
appropriateness for the
proposed sites.

The DAC reviewed the development
application on December 14, 2022,
and March 1, 2023. 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.

CD-15.6 I Share of Regional Taxable
Sales: Increase Oxnard’s share
of tax base and enhance the
fiscal health of the City.

The Project would physically improve
a vacant, undeveloped property, and
convert it to a state of higher
utilization and development, which
would increase property values and
grow the City’s tax base.

CD-16.6 I Provide for a Diversity of
Housing Choices: Provide for a
range of housing choices for
current and future residents in
compliance with State housing
element planning through a
variety of land use
designations and zoning
classifications.

The Project would utilize the City’s
Affordable Housing Discretionary
(-AHD) Additive Zone and Density
Bonus program, pursuant to OCC
§16-410H and Cal. Gov’t Code,
Section 65915(f), to expand the City’s
variety and quantity of housing stock
by providing 234 new mixed-income,
multi-family apartments, including 38
affordable units, in a variety of types
and sizes.

ICS-1.4 I Infrastructure Conditions of
Approval: New development
should not be approved unless:
• The applicant demonstrates
adequate public services and
The applicant has demonstrated that
adequate public services and facilities,
including but not limited to water,
sewer, electricity, and
telecommunications are available for
the new development and/or shall be
280
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

Page 6 of 9 ends

GENERAL PLAN POLICIES
Policy Level Title/Text Explanation
facilities are available;
• Infrastructure improvements
incorporate a range of feasible
measures that can be
implemented to reduce all
public safety and/or
environmental impacts
associated with the
construction, operation, or
maintenance of any required
improvement;
• Infrastructure improvements
are consistent with City
infrastructure master plans;
and
• Required infrastructure
needed for future new
development is self-funded.
provided by the applicant; that no new
public safety and/or environmental
impacts would result from the
proposed development and/or any
required improvement; and that
required infrastructure improvements,
such as new sidewalks, curbs, gutters,
roadways, and sewers, are self-funded
and consistent with City infrastructure
master plans.

ICS-2.11 I Scenic Highway Preservation:

Preserve and enhance the
character of scenic highways,
and publicly owned and utility
rights-of-way.

The Project would preserve and
enhance the character of the Ventura
Freeway, which is a scenic highway,
by providing a new 30-foot-deep
landscape buffer, as required by
General Plan Policy CD-9.4, and by
converting an existing vacant,
undeveloped site into a new,
aesthetically modern residential
apartment building and landscape.

ICS-3.1 II CEQA Level of Service
Threshold
As identified in the Final IS/MND, the
subject Project would not directly or
indirectly reduce Level of Service
(LOS) at any applicable intersection.

The potential cumulative effects from
all projects in the area (which may or
may not include the subject Project)
could potentially result in two
ICS-3.2 II Minimum Level of Service C
and Exceptions
ICS-3.3 II New Development Level of
281
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

Page 7 of 9 ends

GENERAL PLAN POLICIES
Policy Level Title/Text Explanation
intersections operating at LOS of “D”
during peak periods: Rose
Ave./Gonzales Rd., and U.S. Highway
101 SB Ramp/Rice Ave. Pursuant to
General Plan Policies ICS-3.2 and
ICS-3.3, respectively, the City Council
may allow an exception LOS of “D” at
the subject intersections during peak
periods, to avoid impacting private
homes and/or businesses, avoid
environmental impacts, or preserve or
enhance aesthetic integrity.

Service C
ICS-8.3 II Completing Bicycle and
Sidewalk Network
The Project will complete the portion
of Lockwood Street adjacent to the
Project, including the proposed Class
II bicycle lane facility as identified on
Map 5-1 of the Bicycle & Pedestrian
Facilities Master Plan. In addition, the
Project will provide 60 long-term
bicycle parking spaces and 28
short-term bicycle parking spaces
on-site, near the building entrance
with good visibility, consistent with
the requirements of Table A-4 of the
Bicycle & Pedestrian Facilities Master
Plan Appendices. The Project will
also construct new driveways,
sidewalks, curbs, and gutters,
according to City standards and
accessibility requirements.

ICS-8.4 II New Development Requires
Bicycle Improvements
ICS-8.5 II Public Sidewalks and
Pedestrian Orientation
ICS-8.6 II Americans with Disability Act
(ADA) Handicap
Requirements
ICS-8.13 II Importance of Pedestrian and
Bicycle Access in Site
Planning
ER-6.6 I New Development Private
Open Space: Ensure that new
development incorporates open
space areas that provide
community and neighborhood
identity, provide quality
exterior private open space for
each housing unit, and
The Project provides newly
landscaped front and rear yards for
community use, with paths, shade
structures, built-in seating, and
recreational activities including a dog
run, two bocce courts, and a putting
course. The Project provides an
outdoor pool area with patios and
282
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

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GENERAL PLAN POLICIES
Policy Level Title/Text Explanation
minimize conflicting land uses
and noise generators.
outdoor kitchens, second-floor
courtyards and rooftop deck, and a
fifth-floor terrace. The Project
provides a private patio and/or
balcony for every unit, designed
variously with open metal railing,
solid railing, and/or solid railing with
glazed panel, as needed, to mitigate
for existing noise generators
(US-101/Ventura Freeway).

ER-7.2 I Design of Sound or Zone
Walls: When sound or zone
walls are used, ensure that they
are visually interesting and
well landscaped.

The proposed 8-foot CMU site wall at
the north property line is screened and
softened by climbing evergreen vines
at the north face, and by Italian
Buckthorn hedges at the south face.

SH-5.2 II State Noise Insulation
Standards
The Project mitigates for existing
noise generators (US-101/Ventura
Freeway) by providing patios and
balconies designed variously with
open metal railings, solid railings,
and/or solid railings with glazed panel,
as needed to provide sound
attenuation; such that all patios and/or
balconies comply with City noise
standards.

SH-5.3 II Sound Attenuation Measures
SH-6.3 II Buffering of Sensitive
Receptors
SH-6.7 II Peak Noise Evaluation Along
Truck Routes
SH-6.8 II Noise Contour Maps
SH-6.13 II Noise Acceptable for Open
Windows and Patios
H-2.1 I Adequate Development
Opportunities: Designate
sufficient sites for residential
development with densities of
30 dwelling units per acre
The Project proposes to designate the
site as Affordable Housing
Discretionary (-AHD), with a base
density of 30 du/acre, and which may
be increased to 45 du/acre with the
283
2151 Lockwood Street (Lockwood 3) Apartments Project; Planning and Zoning Permit Nos. 22-500-04 (Special Use Permit), 22-535-03 (Density Bonus), and 22-570-01 (Zone Change) Planning Commission Hearing Date: August 1, 2024

Page 9 of 9 ends

GENERAL PLAN POLICIES
Policy Level Title/Text Explanation
(du/acre) or greater to
accommodate projects that
cumulatively meet or exceed
the lower income category of
the RHNA allocation.
proposed Density Bonus, to
accommodate the proposed
mixed-income, multi-family
development, which would
cumulatively contribute to meeting
and/or exceeding the lower income
category of the RHNA allocation.

H-2.2 I Balanced Opportunities:

Provide opportunities to the
private and public sectors to
produce housing that meets the
needs of special needs,
extremely low-, very low-,
low-, moderate-, and above
moderate-income housing to
achieve a balanced community.

The proposed designation of the site as
Affordable Housing Discretionary
(-AHD) would provide an opportunity
for private development as new
housing, which would include 38
affordable housing units (30
low-income level affordable units and
8 very low-income level affordable
units).

H-2.6 I Commercial or Industrial
Rezoning: Continue to
Investigate the rezoning of
commercial and selected
industrial parcels to also allow
residential uses.

The Project proposes to designate the
existing Industrial/ Business and
Research Park (BRP) property as
Affordable Housing Discretionary
(-AHD) to allow for new residential
development on the subject site.

All
others
III All policies not listed above No or distant applicability to the proposed project.
284

ATTACHMENT
E

ZONING CONSISTENCY TABLE (AHD DEVELOPMENT AND DESIGN
STANDARDS, APPLICABLE R-4 AND BRP STANDARDS, AND

ATTACHED DWELLING UNIT STANDARDS)
285
Consistency Analysis
PZ# 22-500-04 (SUP), 22-535-03 (DB), 22-570-01 (ZC): Lockwood III Apartments Zone:

Underlying Zone: BRP
(Sec. 16-164)
Additive Zone -AHD
(Secs. 16-420 et seq)
Applicable Standards:
(a) R-4 High Rise
Residential development
standards applicable –
Secs. 16-70 to 16-79
(b) Attached Dwelling
Unit development
standards applicable
–Secs. 16-360 to
16-363
(c) Additive Zone
Development and
Design Standards
Secs. 16-420E through
16-420I
Affordable Housing Additive Zone Development and Design Standards Sections 16-420E through Section 16-420I

DEVELOPMENT

STANDARD
REQUIREMENT PROPOSED/PROVIDED COMPLIES?
Max. building
Height
Sec.
16-420G(B)
5 stories not to exceed 56
feet
Ground Floors shall have
a plate height of 12 to 16
feet
5 stories/67.5 ft
Ground floor plate height
14’-8”
Yes, subject to Density
Bonus waiver
Setbacks
Sec.
16-420G(D)
BRP zone standards
applicable
Front: 30 ft.; 40
ft. when adjacent
to designated
thoroughfare
20’ (Lockwood Drive)
Yes, subject to Density
Bonus waiver
Side: Equal to
height of building
unless otherwise
permitted by a
SUP
East: 55'-6"
West: 53'-9"
Yes, subject to approval
of SUP
Rear: 20 ft. 72’ 5” ft. Yes
Street: Half of
height of building
N/A
Density
Sec. 16-420F.
30 units per acre
Yes
Affordability
Sec. 16-420E.

Minimum 20% 24% affordable to lower or very
low income households
Yes
Design
Standards Sec.
16-420I.

Neighborhood
Compatibility
Sec. 16-420I(A)
Project is not abutting or
across the street from single
family neighborhood therefore
N/A
1 286
Residential developments
located abutting or across
the street from a
single-family
neighborhood shall
orient the buildings to
the street with individual
entries, patio areas, and
landscaping facing the
single-family homes.

Parking lot areas, garages
and carports shall be
located behind
residential structures.

Duplexes, triplexes and
fourplexes abutting or
across the street from a
single-family
neighborhood shall
include individual front
doors and interior stairs.

When determined
necessary by a noise
assessment, sound walls
shall include an earth
berm and landscaping.
no additional requirements
necessary.

Building Design Sec.
16-420I(B)
Builds shall orient
towards the street or
internal courtyard.

Buildings shall carry the
same theme on all
elevations.

Architectural articulation
shall be provided on all
four sides of a building.

Architectural articulation
rhythms shall be
followed based upon
dimensions found in
existing developments
immediately adjacent to
the site being developed.

Building orients towards
internal courtyard
Yes
Building carries same theme on
all elevations.

Yes
Architectural articulation on all
four sides.

Yes
2 287
Exterior siding shall be
made of nonreflective
and nonmetallic
materials. Acceptable
siding material includes
wood, stucco, ceramic
tile, brick, stone, or
other masonry materials,
or any combination of
these materials.

Exterior siding nonreflective
and nonmetallic use of stucco
Yes
Affordable units and
market rate units in the
same development shall
be constructed of the
same or similar exterior
materials and details
such that the units are
not distinguishable.

Affordable and market rate
units not distinguishable
Yes
Blank walls (façades
without doors, windows,
landscaping treatments)
shall be less than 30 feet
in length along sidewalks,
pedestrian walks, or
publicly accessible
outdoor space areas.

No blank walls greater than 30
feet in length along sidewalks,
pedestrian walks, or publicly
accessible outdoor space areas
Yes
Buildings over three
stories must provide a
ground floor elevation
that is distinctive from
the upper stories by
providing a material
change or color change
between the first floor
and upper floors when in
alignment with a change
in architectural
fenestration or facade
articulation. The change
in material or color shall
occur along at least 75%
of the building façade
with frontage upon a
street, adjacent public
park or public open
space.

The building is over 3 stories
but does provide a ground
floor elevation that is
distinctive from the upper
stories by providing a material
change or color change.

Yes
The Primary Street and
the Side Street
frontages, up to 75 feet
from the primary street
On-grade parking podiums and
parking structures and lined
with utility space and
landscaping.

Yes, subject to density
bonus concession.
3 288
front property line, of
on-grade parking
podiums and parking
structures shall be lined
with occupiable, usable
space with a minimum
depth of 18 feet.

Non-lined portions of
above-grade garages
(rear of lots along side
streets) must be set back
at least five feet. The
setback area should
contain landscaping of
the same quality as
elsewhere on the
property.

Trim surrounds shall be
provided at all exterior
window and door
openings. In lieu of
exterior window trim,
windows can be recessed
from the wall plane by a
minimum of three inches.

Exterior window and door
openings shall have trim
surrounds or can be recessed
from wall plane by a min. of 3
inches.

Yes
At least two materials
shall be used on any
building frontage, in
addition to glazing and
railings. Any one material
must comprise at least
20% of the building
frontage.

Two materials minimum on
any building frontage with any
one material comprising at
least 20% of the building
frontage.

Yes
Building facades shall be
multi-colored. Each
facade must contain not
less than two but not
more than five distinct
colors. Extremely bright
colors are only allowed
on doors, window trim,
or other building
components that
represent a small portion
of the overall building
façade. Materials,
finishes, fixtures, and
colors visible from the
street shall be designed
in a manner that is
Building facades are
multi-colored with five colors.

Colors are muted.

Yes
4 289
consistent with the
architectural style of the
building
Massing and articulation
Sec. 16-420I(C)
A minimum of two
features such as
balconies, cantilevers,
dormers, bay windows,
patios, individualized
entries, and accent
materials shall be
incorporated into each
proposed building.

Features such as balconies, ,
patios, and accent materials
are incorporated into the
building.

Yes
A minimum one-foot
offset is required for any
wall plane that exceeds
30 feet in length.

A minimum of one-foot offset
is provided for wall planes that
exceeds 30 feet in length
Yes
Buildings over three
stories tall shall have
major massing breaks at
least every 100 feet along
any street frontage,
adjacent public park,
publicly accessible
outdoor space, or
designated open space,
through the use of
varying setbacks and/or
building entries. Major
breaks shall be a
minimum of 30 inches
deep and four feet wide
and extend the full
height of the building.

The building has major
massing breaks at least every
100’ along the street frontage.

Major breaks are a minimum
of 30” deep and four feet wide
and extend the full height of
the building.

Yes
Buildings shall have
minor massing breaks at
least every 50 feet along
the street frontage,
through the use of
varying setbacks, building
entries and recesses, or
structural bays. Minor
breaks shall be a
minimum of 12 inches
deep and four feet wide
and extend the full
height of the building.

The building has minor
massing breaks at least every
50’ along the street frontage,
with a minimum 1’ deep and
four feet wide and extending
the full height of the building.

Yes
5 290
Rooflines shall be
vertically articulated at
least every 50 feet along
the street frontage,
through the use of
architectural elements
such as parapets, varying
cornices, reveals,
clerestory windows, and
varying roof height
and/or form.

Rooflines are vertically
articulated at least every 50’
along the street frontage.

Yes
Within 20 feet of an R-1
District boundary, the
maximum building
height is 35 feet. From
this point, the building
height may be increased
to a ground level of up to
16 feet to allow for
podium parking and four
additional stories of 10
feet each with a
combined maximum
height of 56 feet.

The property is not within 20’
of an R-1 District boundary.

N/A
Site Design Sec.
16-420I(D)
When dwelling units are
abutting common open
space areas and parks, a
minimum of one window
from each dwelling shall
be located to overlook
common area and parks.

Dwelling units which abut
common open space areas
and parks must have minimum
of one window located to
overlook same. Yes
Garages and carports
shall be designed to
include a minimum of
two of the following from
the main building(s):
materials, detailing, roof
materials, and colors.

Garages and carports designed
to include a minimum of two
of the following from the main
building: materials, detailing,
roof materials and colors.

Yes
Controlled entrances to
parking facilities (gates,
doors, etc.) shall be
located a minimum of 18
feet from the back of
sidewalk, in order to
accommodate one
vehicle entering the
facility.

The property does not have
controlled entrances to
parking facilities directly from
street.

N/A
6 291
Where bicycle parking is
not visible from the
street, directional
signage to bicycle parking
shall be included at the
main building entrance.

The signage shall be in
the form of either a
directory not exceeding
six (6) square feet and or
up to ten (10) individual
directional signs not
exceeding 1 square-foot
each.

Directional signage at main
building entrance for bicycle
parking not visible from street
Signage will be provided.

Yes, as conditioned.

Within commercial zones
parking shall not be
allowed within the front
setback areas and direct
pedestrian access to the
building(s) must be
provided from the public
right-of-way. Direct
pedestrian access
between the public
right-of-way and the
building shall not require
crossing parking, drive
aisles, or other spaces
used for vehicular
circulation.

The project is not located in a
commercial zone.

N/A
Within commercial zones
all housing
developments must have
direct interaction with
the public right-of-way.

When ground floor
residential units are
proposed, the residential
units which front the
public right-of-way shall
locate kitchens and other
living spaces (but not
bedrooms) to front on
the public right-of-way.

These residential units
may have covered patios
and decks which can be
constructed within the
front yard setback within
5 feet of the property
The project is not located
within a commercial zone.

N/A
7 292
line provided the patios
or decks have steps and
or gates which lead
directly to the public
right-of-way. Second and
third floor residential
units are encouraged to
place kitchens and other
living spaces (but not
bedrooms) to overlook
the public right-of-way.

These residential units
may have decks and or
balconies which encroach
up to 10 feet into the
front yard back
Surface parking spaces
may be open or covered.

All surface parking shall
be screened from street
views by buildings, walls
(36 to 48 inches tall),
landscaping, a planted
earth berm, planted
fencing, topography, or
some combination of the
above. Landscaping used
for screening purposes
must be no less than five
feet wide (from the back
of sidewalk or street
curb to the parking lot
paving, whichever is
greater).

Surface parking is open or
covered and screened from
street views by buildings, walls
landscaping, a planted berm,
etc.

Yes
Frontage improvements
consistent with Public
Works plates. The
frontage improvements
shall be designed to
connect with and
transition into adjacent
existing frontage
improvements.

Frontage improvements are
consistent with Public Works
plates.

Yes
Common use site areas
shall include refuse
collection, mail
distribution, laundry,
recreation, and
congregation. All such
Common use site areas include
refuse collection, mail
distribution, laundry,
recreation and congregation.

Yes
8 293
areas shall be connected
with an accessible route.

A secured mail and parcel
distribution areas shall
be well lit, secure, and
shall remain open to the
tenants at all times.

Secured mail and parcel
distribution areas are designed
to be well lit, secure and open
to tenants at all times.

Yes
Accessory Elements Sec.
16-420I(E)
Perimeter fencing
utilized along a public
street shall be
constructed of
decorative iron,
pre-painted welded steel,
CMU block, or wood
picket material.

Perimeter vine wall is
provided along the west, east,
and north property lines.

Landscape berms are provided
on the south property
frontages along the public
street.

Yes
The height of solid
fencing between private
yards and common open
spaces shall be limited to
four and one-half feet in
height. If a six-foot fence
is desired, the top 18
inches shall allow for
vision in and out of the
yard.

Solid fencing is not provided
between private yards and
common open spaces.

N/A
All roof top, wall
mounted or ground
mounted equipment
must be screened. Roof
top screening must use
the materials and colors
from the building and be
architecturally integrated.

All rooftop, wall mounted or
ground mounted equipment is
screened.

Yes
All exterior storage
facilities shall be
screened from the
public right-of-way.
within an enclosure with
walls at least six (6)
feet in height
The project does not include
exterior storage facilities.

N/A
All wood service poles,
electric and gas meters,
fire sprinkler valves and
backflow preventers and
transformers shall be
located in the least
prominent locations
onsite as allowed by the
All wood service poles, electric
and gas meters, fire sprinkler
valves and backflow preventers
and transformers have been
located in the least prominent
locations and camouflaged
using building materials, and
colors and/or landscaping.

Yes
9 294
utilities, and all
equipment shall be
camouflaged using
building materials and
colors and or landscaping
included within the
project design.

All refuse enclosures
shall be designed to
comply with the City
Material Management
and Enclosure Design
Guidelines. Shield all
dumpsters within an
enclosure a minimum of
six (6) feet tall with a
solid roof. Allow
adequate size to
accommodate the
needed dumpsters and
recycling containers. All
enclosures and gates
shall be detailed to
withstand heavy use.

Provide wheel stops or
curbs to prevent
dumpsters from banging
into walls of enclosure.

Provide an opening so
that pedestrians can
access the dumpsters
without opening the
large gates. Provide
lighting at trash
enclosures for night time
security and use. Locate
dumpster enclosures so
that no dwelling is
closer than 20 feet
(including those on
abutting properties), or
more than 150 feet from
a residential unit. No
minimum distance from
dwellings is required if
dumpsters are located
within a fully enclosed
room.

Refuse enclosures are designed
to comply with City Material
Management and Enclosure
Design Guidelines, shielded
with access for pedestrians
without opening large gates,
and provide lighting, and
located so that no dwelling is
closer than 20’ from a
residential unit. The refuse
facilities are located within a
fully enclosed room.

Yes
10 295
Special
Development
Requirements
Sec. 16-420J.

For developments
located within or
adjacent to industrial or
commercial zoned
property. Determine if
multifamily is compatible
with surrounding uses.

Consider noise, odors,
truck traffic and
deliveries, hazardous
materials
handling/storage, air
emissions,
soil/groundwater
contamination and
complete sidewalk
circulation systems and
bus stops. Sec. 16-420J(A)
Residential Disclosures
Sec. 16-420J(B)
Residential disclosures:

All applications for
Multifamily or Mixed-use
shall include a condition
of approval for disclosure
to residents clearly
outlining the issues
associated with living in a
mixed-use environment.

The language for this
disclosure shall be as
specified by the Director.

Copies of each signed
disclosure shall be made
available for review upon
written request by the
City.

Disclosure to residents
regarding issues associated
with living in a mixed-use
environment
Yes, as conditioned
Residential Ventilation
Systems
Sec. 16-420J(C)
Applicants for new
Multifamily or Mixed-use
developments within
500 feet of US 101 or
industrially zoned
property shall be
required to install high
efficiency Minimum
Efficiency Reporting
Value (MERV) filters of
The residential ventilation
systems are not identified
within the plans.

Yes, as conditioned
11 296
MERV 14 or better in
the intake of residential
ventilation systems.

Heating, air conditioning
and ventilation (HVAC)
systems shall be installed
with a fan unit power
designed to force air
through the MERV 14
filter.

Health Risk Assessment
Sec. 16-420J(D)
For all Multifamily or
Mixed-use developments
located within the
distances to industrial
uses as outlined below
the applicant shall
submit a health risk
assessment (HRA)
prepared in accordance
with policies and
procedures of the State
Office of Environmental
Health Hazard
Assessment (OEHHA),
California Office of
Emergency Services
(OES), Certified Unified
Program Agency (CUPA)
and Ventura County, Air
Pollution Control District
(APCD) to the Director.

The HRA shall be
reviewed and approved
by the City and qualified
experts approved by the
City following APCD or
California Air Pollution
Control Officers
Association (CAPCOA)
guidelines prior to
approval of any future
residential or residential
mixed use development,
and HRA
recommendations shall
be incorporated into the
development.

If located within 1,000 square
feet from truck bays of an
existing distribution center that
accommodates more than 100
trucks per day, more than 40
trucks with operating transport
refrigeration units or where
transport refrigeration unit
operations exceed 300 hours
per week
N/A
12 297
1,000 feet from the truck
bays of an existing
distribution center that
accommodates more
than 100 trucks per day,
more than 40 trucks with
operating transport
refrigeration units, or
where transport
refrigeration unit
operations exceed 300
hours per week.
1,000 feet from
industrial facility which
emits toxic air
contaminants (TACs)
identified by the
following sources: •
CARB Toxic Emission
Inventory • EPA Toxic
Release Inventory •
CARB Toxic Air
Contaminant
Identification List • EPA
List of Air Toxics •
Ventura County APCD Air
Toxic Annual Report or
Similar APCD List
The project is not located
within 1,000 feet from
distribution center or industrial
facility which emits toxic air
contaminants
N/A
Odor Assessment
Sec. 16-420J(E)
For all Multifamily or
Mixed-use developments
located within 1,000 feet
of an industrial facility
that emits substantial
odors, which includes,
but is not limited to: •
Wastewater treatment
plants. • Composting,
greenwaste, or recycling
facilities. • Fiberglass
manufacturing facilities.
• Painting/coating
operations. • Coffee
roasters. • Food
processing facilities.

The project is not located
within 1,000 square feet from
an industrial facility that emits
substantial odors.

N/A
13 298
The applicant shall
submit an odor
assessment to the
Director prior to
approval of any future
discretionary action that
verifies that the Ventura
County Air Pollution
Control District has not
received three or more
verified odor complaints.

If the odor assessment
identifies that the facility
has received three such
complaints, the applicant
will be required to
identify and demonstrate
the Best Available Control
Technologies for Toxics
(T-BACTs) which are
capable of reducing
potential odors to an
acceptable level,
including appropriate
enforcement
mechanisms. T-BACTs
may include, but are
not limited to,
installation of Minimum
Efficiency Reporting
Value (MERV) filters rated
at 14 or better at all
residential units. All
T-BACTs shall be
incorporated into the
development.

Noise standards
Sec. 16-420J(F)
Individual developments
that involve
vibration-intensive
construction activities,
such as pile drivers, jack
hammers, and vibratory
rollers, occurring near
sensitive-receptors shall
be evaluated for
potential vibration
impacts. Developments
are required to
Vibration impacts from
construction implement
techniques which reduce
vibration below FTA criteria
Will be addressed
through project
conditions
14 299
implement construction
techniques which result
in construction-related
vibration that is less
than the Federal Transit
Administration
vibration-annoyance
criteria of 78 VdB during
the daytime
(7:00am-10:00pm) and
not allowed during the
nighttime
(10:01pm-6:59am).

The applicant shall
submit evidence to the
satisfaction of the
Director that all units
with patios and/or
balconies meet the 65
dBA CNEL.

Noise on patios and/or
balconies shall meet 65 dBA
CNEL standards
Yes, as conditioned
Hazardous materials
standards
Sec. 16-420J(G)
Individual development
sites may have existing
facilities, such as
transformers or clarifiers,
to be demolished as
part of a proposed
development. To mitigate
hazardous materialsrelated impacts during
the removal of such
facilities, the Director, in
conjunction with the
Oxnard Fire Department,
shall include specific
development conditions
of approval as part of
the discretionary review
process for the
proposed development.

The project site is a vacant site
that doesn’t have existing
facilities to be demolished
Address through project
conditions.

Public Safety standards
Sec. 16-420J(H)
Plans submitted for
review of residential
development shall
include the following
safety (a) Recreation
areas shall be located
Recreation areas are adjacent
to residential uses and utilizes
Crime Prevention Through
Environmental Design concepts
Yes
15 300
adjacent to residential
uses whenever possible.

These areas shall be
visible to residents from
within their dwellings to
allow for "eyes on the
street" proper visual
surveillance. Placement
of windows, landscaping,
lighting, and recreation
uses shall be coordinated
to enhance resident
surveillance opportunity,
but not to detract from
the recreational use. (b)
General utilization of the
concepts of Crime
Prevention Through
Environmental Design
(CPTED) in the planning
and development stages.

The inclusion of the
following items shall be
verified by the public
safety department prior
to issuance of the first
building permit for a
residential unit.

Development of a
security plan for
Multifamily or Mixed-use
developments that
includes: i. Management
contact for public safety
issues available
24-hours a day; ii.

Cameras for monitoring
and recording vehicles
and persons entering the
site; iii. Access control
systems to control
passage into common
areas; iv. Secure postal
and parcel delivery; v.

Quick removal of graffiti;
and vi. Enforcement of
restricted parking spaces.

The project is conditioned to
implement a Security Plan;
security cameras; access
control systems into common
areas; secure postal and parcel
delivery; quick removal of
graffiti; and enforcement of
restricted parking spaces.

Yes, as conditioned.

Preparation of a
standardized, high
The project is conditioned to
implement a wayfinding sign
Yes, as conditioned
16 301
density, "wayfinding" sign
program to aid
emergency responders in
finding individual
residential units quickly
and easily.
program to aid emergency
responders
A Click2Enter radio
frequency access system
shall be installed at any
vehicle and pedestrian
access point controlled
by privacy gates.

All gates are proposed which
would require a Click2Enter
access system at exterior
parking. Provide at podium
parking and all pedestrian
access points.

Yes
Residential units shall be
designed to ensure the
security of residents
through the provision of
secured entrances and
exits that are separate
from the nonresidential
uses. Nonresidential and
residential uses shall not
have common entrance
hallways or common
balconies. These
separations shall be
shown on the
development plan and
the separations shall be
permanently maintained.

Security at secured entrances
and exits separate from
nonresidential uses.

Yes
Residential windows of
buildings directly
adjacent to industrial
uses shall generally be
directed away from
loading areas and docks,
unless view-restricting
architectural elements
are utilized.

Adjacent uses on industrial
zoned lands do not have
loading areas or docks.

N/A
R-4 High Rise Residential
development standards
Secs. 16-70 to 16-79

DEVELOPMENT

STANDARD

REQUIREMENT PROPOSED/PROVIDED
COMPLIES?
SEC. 16-73
HEIGHT

PERMITTED
Four Stories, but not to
exceed 45 feet except as
otherwise provided in this
chapter
The building height is
regulated by Section
16-420G(B). See above
Yes, subject to Density
Bonus waiver
17 302
SEC. 16-74

DENSITY
There shall be at least
1,500 square feet of lot
area for each dwelling
The project density is
regulated by Section 16-420F.

See above.

Yes, subject to Density
Bonus
SEC. 16-75-77
Setbacks
Front: 20 feet without an
alley; 15 feet with an alley
Side: 5 feet for one or two
story buildings and
increased by 2.5 feet for
each story over two.

Street side yards not to
exceed 10 feet.

Rear: Rear yards shall be 5
feet for one or two story
buildings and increased by

2.5 feet for each story over
two Street rear yards not
to exceed 10 feet.

The project setbacks are
regulated by Section
16-420G(D). See above.

Yes
SEC. 16-78.

INTERIOR YARD
SPACE
Each lot shall provide for
interior yard space in an
area equal to at least 30
percent of the lot area.

This interior yard space
shall be completely open
from ground to sky except
for a patio or pergola or
the projections of those
items referred to in
sections 16-304 through
16-307. The interior yard
space shall be located in
an area between the
required front yard
setback and the rear
property line. Each
interior yard space area
shall have a minimum
dimension of 15 by 15
feet. The interior yard
space shall be completely
separate from any area
required for automobile
circulation. Twenty-five
percent of the required
interior yard space may be
on decks if such decks
have a minimum
dimension of ten feet and
The project is providing 15%
interior yard space.

Yes, subject to Density
Bonus concession
18 303
a minimum of 200 square
feet, and are directly
accessible from the units
served. All decks shall be
open to the sky except for
allowed roof projections
and shall be provided with
flooring and railings
suitable for outdoor
activity.

BRP DEVELOPMENT

STANDARDS
Sec. 16-164

DEVELOPMENT

STANDARD

REQUIREMENT PROPOSED/PROVIDED
COMPLIES?
Sec. 16-164
Minimum Lot
Size
20,000 s.f. 225,348 s.f.

Yes
Sec. 16-164
Minimum lot
width:

Interior
lots
Corner
lots
100’
150’
Project exceeds minimum
requirements. See Site
Plan. 360 ft. x 517 ft.

N/A
N/A
Yes
Sec. 16-164
Maximum lot
coverage
40% Approx. 39%
Yes
Sec. 16-164
Minimum lot
depth
150’ Project exceeds minimum
requirements. See Site Plan.
+/- 321’
Yes
Off-street
parking:

Required
(16-622)
Administrative
Relief From
Parking
Under Sec.
16-622, 500
parking spaces are
required. As a
Density Bonus
Project the
requirements of
Gov’t Code
Section 65915
apply, Required
parking under Sec.
16-622 is not
applicable.

Sec. 16-410P(F)(2) requires
300 parking spaces
Garage parking is not
required for affordable
housing projects seeking
density bonus permit.

Provided: 351
Compact:8 ft Wx16 ft L; Max
25% of spaces w/admin
relief (300 (Required
Yes, subject to density
bonus.

Yes, subject to Yes,
subject to approval of
19 304
Provisions
(16-651)
Spaces per Density
Bonus) x .25 = 75
(maximum number of
compact spaces allowed
for required parking)
administrative relief
from parking.
20 305
Attached Dwelling Unit development standards
applicable –Secs. 16-360 to 16-363
Minimum
dwelling size
SEC. 16-362(A)
Studio and One
bedroom: 450
square feet; two or
more bedrooms: 800
square feet
Studio/1 BR: 692 s.f. avg.
2 BR: 981 s.f. avg.
3 BR: 1106 s.f. avg.

No units proposed below
threshold.

Yes
(Sec. 16-362C) Multiple-family attached
dwelling units of 12 units or
more shall provide common
recreational facilities with
interior yard space areas to
include, but not be limited to,
one or more of the following:
(1) Swimming pools; (2) Spa;
(3) Tennis and/or basketball
or volleyball courts; (4)
Barbecues and outdoor
picnic facilities;(5)
Recreation buildings; (6)
Exercise courses and stations;
(7) Children's play
equipment; and (8) Such
other facilities as are
approved by the planning
commission.

Pool, barbecue area,
recreational area, fitness
provided.

Yes
Open area
Sec. 16-362(D)
Projects having 12 or more
units shall provide at least
one lawn area of not less
than 2,500 square feet and
having a minimum dimension
of not less than 35 feet.

Courtyard and roof deck
with activity and open
space provided with
minimum dimension. See
site plan.

Yes
Distance to
garage from
dwelling unit
Sec. 16-362(E)
The maximum distance to a
garage from any dwelling unit
entry shall be 75 feet.

Furthest parking space to
an entrance to the building
is 75 ft.

N/A
No garages
Parking Incentive
Balconies and
patios
Sec. 16-362(F)
All second story dwelling
units shall have at least one
patio or balcony, having a
minimum dimension of ten
feet.

Concession requested
under State Density Bonus
Law. Some units do not
have a balcony or patio
and those that do, do not
have a minimum 10 ft.
dimension.

Yes, subject to Density
Bonus concession.

Balcony
enclosures
Sec. 16-362(G)
All balconies and patios shall
have railings or walls which
See plans
Yes
21 306
provide at least 50 %
enclosure.

Storage areas
Sec. 16-362(H)
Each dwelling unit shall have
a storage area of at least 225
cubic feet. The storage area
may be included in the
garage area, but may not
intrude into the minimum
garage dimensions.

All units meet minimum
area by including bedroom
closets. Also, because the
project is 100% affordable
a 10% adjustment to
numerical development
standards is allowed.

Sec.16-420G(E)
Yes
Garages
Sec. 16-362(I)
All garages shall have
automatic garage door
openers. All garage doors
shall have architectural
treatment or detail.

Garages shall have
automatic openers
Yes, as conditioned
Utility meters
Sec. 16-362(J)
Wall-mounted utility meters
shall be screened or
integrated into the building
design.

Located in the utility
room. Yes
Refuse
enclosures
Sec. 16-362(K)
Refuse enclosures shall be
designed to reflect the major
design elements or details of
the residential units and shall
provide an access for persons
separate from the refuse
vehicle access.

Located inside the
building.

Yes
Architectural
Design
standards
Sec.
16-165(1)(b)
A minimum of two types of
building texture or materials,
exclusive of window glazing
and frames, shall be provided
on all building elevations
having exposure to public
streets or residential areas.

See exterior elevations
and floor plans to
demonstrate
compliance.

Yes
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Via Email
August 1, 2024
Oxnard Planning Commission
Ronald Arruejo, Chair
Vincent Stewart, Vice-Chair
Katherine Connelly, Commissioner
Miguel Lopez, Commissioner
Steve Nash, Commissioner
James Schuelke, Commissioner
Anna Zielsdorf, Commissioner
City of Oxnard
214 South C Street
Oxnard, CA 93030
[email protected]
Joe Pearson II, Planning Manager
Brenna Wengert, Associate Planner II
Community Development Department,
City of Oxnard
214 South C Street
Oxnard, CA 93030
[email protected]
[email protected]
Rose Chaparro, City Clerk
City Clerk’s Office
City of Oxnard
300 West Third Street
Oxnard, CA 93030
[email protected]
Re: Comment on Mitigated Negative Declaration (No. 24-01) Lockwood III Apartments Project
Planning Commission Agenda Item 3 (August 1, 2024)
Dear Chair Arruejo and Honorable Members of the Planning Commission:

I am writing on behalf of Supporters Alliance for Environmental Responsibility (“SAFER”) and its members living, working, and recreating in and around the City of Oxnard (“City”) regarding to the Initial Study and Mitigated Negative Declaration (MND No. 24-01) (“MND”) prepared for the Lockwood III Apartments Project (“Project”) to be heard as Agenda Item 3 at the Planning Commission’s August 1, 2024 meeting.

After careful review of the MND and its accompanying documents prepared by Environmental Science Associates, SAFER believes that the City cannot proceed with the Project as proposed because it fails to meet the City’s required minimum affordability requirement. SAFER previously submitted comments on this Project and incorporates those comments herein.

SAFER further believes that the MND is improper under the California Environmental Quality Act (“CEQA”), and that an environmental impact report (“EIR”) is required. As explained in more detail below, there is a fair argument that the Project may have potentially 364
August 1, 2024
Comment on IS/MND for Lockwood III Apartments Project
Oxnard, CA

Page 2 of 16 ends

Oxnard City CouncilSeptember 17, 2024

Oxnard City Council
September 17, 2024