HomeMy WebLinkAboutItem No. 14 Planning Application No. 2021-43 (Canyon Hills Estates) – A request to revise a previous approved TTM 34249
Page 1 of 10
REPORT TO CITY COUNCIL
To:Honorable Mayor and Members of the City Council
From:Jason Simpson, City Manager
Prepared by:Damaris Abraham, Community Development Director
Date:April 9, 2024
Subject:Planning Application No. 2021-43 (Canyon Hills Estates) – A request to
revise a previously approved Tentative Tract Map No. 34249 to subdivide
the 81.32-acre portion into 133 single-family residential lots, three open
space lots, two water quality basins, and one 5.82-acre park and the design
and construction of 133 single-family homes and related site improvements
located within the Canyon Hills Estates Specific Plan
Applicant: Gregory Hohman, Tri Pointe Homes
Recommendation
1. Find that the project is exempt from the California Environmental Quality Act (CEQA) pursuant
to CEQA Guidelines Section 15182(c) (Residential Projects Implementing Specific Plans;
2. Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, ADOPTING FINDINGS THAT PLANNING APPLICATION NO. 2021-43
(TENTATIVE TRACT MAP NO. 34249, REVISION NO. 1 AND RESIDENTIAL DESIGN
REVIEW NO. 2022-06) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY
MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP);
3. Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING TENTATIVE TRACT MAP NO. 34249, REVISION NO. 1 FOR
THE SUBDIVISION OF 81.32-ACRES INTO 133 SINGLE-FAMILY RESIDENTIAL LOTS,
THREE OPEN SPACE LOTS, TWO WATER QUALITY BASINS, AND ONE 5.82-ACRE
PARK WITHIN THE CANYON HILLS ESTATES SPECIFIC PLAN LOCATED AT APNS 365-
230-005, 006, 009, 011, AND 012; and
4. Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING RESIDENTIAL DESIGN REVIEW NO. 2022-06 PROVIDING
BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 133 SINGLE-FAMILY
RESIDENTIAL UNITS FOR TENTATIVE TRACT NO. 34249, REVISION NO. 1 WITHIN THE
14)Planning Application No. 2021-43 (Canyon Hills Estates) – A request to revise a
previously approved Tentative Tract Map No. 34249 to subdivide the 81.32-acre
portion into 133 single-family residential lots, three open space lots, two water
quality basins, and one 5.82-acre park and the design and construction of 133 single-
family homes and related site improvements located within the Canyon Hills Estates
Specific Plan
1.Find that the project is exempt from the California Environmental Quality Act (CEQA)
pursuant to CEQA Guidelines Section 15182(c) (Residential Projects Implementing
Specific Plans;
2.Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, ADOPTING FINDINGS THAT PLANNING APPLICATION NO. 2021-43
(TENTATIVE TRACT MAP NO. 34249, REVISION NO. 1 AND RESIDENTIAL DESIGN
REVIEW NO. 2022-06) IS CONSISTENT WITH THE WESTERN RIVERSIDE COUNTY
MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP);
3.Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING TENTATIVE TRACT MAP NO. 34249, REVISION NO. 1
FOR THE SUBDIVISION OF 81.32-ACRES INTO 133 SINGLE-FAMILY RESIDENTIAL
LOTS, THREE OPEN SPACE LOTS, TWO WATER QUALITY BASINS, AND ONE 5.82-
ACRE PARK WITHIN THE CANYON HILLS ESTATES SPECIFIC PLAN LOCATED AT
APNS 365-230-005, 006, 009, 011, AND 012; and
4.Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING RESIDENTIAL DESIGN REVIEW NO. 2022-06
PROVIDING BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 133
SINGLE-FAMILY RESIDENTIAL UNITS FOR TENTATIVE TRACT NO. 34249,
REVISION NO. 1 WITHIN THE CANYON HILLS ESTATES SPECIFIC PLAN LOCATED
AT APNS 365-230-005, 006, 009, 011, AND 012.
PA 2021-43 (Canyon Hills Estates)
Page 2 of 10
1
0
8
1
CANYON HILLS ESTATES SPECIFIC PLAN LOCATED AT APNS 365-230-005, 006, 009,
011, AND 012.
Planning Commission Action
At the February 20, 2024, Planning Commission meeting, the Planning Commission accepted
public oral and written testimony regarding this project. Two (2) people spoke in opposition to the
project. Two (2) written comments in opposition to the project were also received and are included
to this staff report as Attachment 10. The issues raised by the neighbors include increased traffic,
secondary access, environmental impacts, and their views being impacted by this development.
Staff and the applicant have addressed these issues as follows:
•The project is located within the Canyon Hills Specific Plan which is intended to provide a
planned residential development of appropriate density and scale which respects the existing
topography and environmental sensitivity of the project site and surrounding land uses.
•An Environmental Impact Report (EIR) has been certified for this project. Compliance with all
the mitigation measures identified in the EIR will ensure that any potential issues regarding
traffic, air quality, and biological and cultural resources will be adequately addressed. An
environmental consistency analysis has also been completed to ensure that there are no new
impacts. The scope of this project is significantly less than what was previously analyzed by
the EIR (only 133 homes of the 302 homes previously entitled is currently proposed with this
revision and would therefore have less traffic and environmental impacts).
•This portion of the tentative map is proposing to utilize Canyon Hills Road and Cottonwood
Canyon Road for primary and secondary access. Staff has reviewed and conditioned the
tentative map to ensure that the project will provide primary and secondary access.
The Planning Commission recommended approval of the project with a 5-0 vote.
Project Location
The approximately 81.32-acre proposed project site is located in the northeast portion of the
246.41-acre Canyon Hills Estates Specific Plan area. The project site is located south of Canyon
Hills Road and west of Cottonwood Canyon Road. The site is currently vacant and disturbed open
space with one residence located on the easterly portion of the property near Cottonwood Canyon
Road. The project site encompasses Assessor Parcel Numbers (APNs) 365-230-005, 365-230-
006, 365-230-009, 365-230-011, and 365-230-012.
Background
On January 23, 2007, the City Council approved Final Environmental Impact Report (FEIR) No.
2006-04, General Plan Amendment (GPA) No. 2006-04, Specific Plan (SP) No. 2006-01, and
Tentative Tract Map (TTM) No. 34249 for the subdivision of 246.41 acres into 302 single-family
residential lots, 12 open space lots, one (1) public park, and two (2) tank sites.
PA 2021-43 (Canyon Hills Estates)
Page 3 of 10
1
0
8
1
On February 12, 2008, the City Council approved a two (2) year extension of time for TTM 34249
to January 23, 2011.
Between July 2008 and July 2013, the California Legislature adopted Assembly Bill 333,
Assembly Bill 208, and Assembly Bill 116, all automatically extending the life of TTM 34249 for
an additional six (6) years to January 23, 2017.
On March 14, 2017, the City Council approved a four-year extension of time for TTM 34249 to
January 23, 2021.
Assembly Bill 1561, which became effective on September 28, 2020, automatically extended the
life of TTM 34249 by 18 months to July 23, 2022.
On May 25, 2022, the City Council approved Development Agreement (DA) No. 2022-01 for the
approximately 81.32-acre portion of TTM 34249 located on the northeastern corner of the larger
approximately 246-acre property previously entitled for development. DA 2022-01 vested the
development rights under TTM 34249 for a five (5) year term, requires the payment of a
$5,500/unit Development Agreement Fee, and requires the developer to complete the design,
improvement, and dedication of the 5.82-acre public park before the 100th building permit.
Environmental Setting
EXISTING
LAND USE GENERAL PLAN ZONING
Project
Site Vacant
Canyon Hills Estates Specific Plan
(CHESP)
Single Family-1 and 2 (SF-1 & SF-
2) - CHESP
North Residential Canyon Hills Specific Plan (CHSP)Single Family 1 and 3 (SF1 and
SF3) - CHSP
South Vacant Canyon Hills Estates Specific Plan
(CHESP)
Single Family-1 (SF-1) and open
space - CHESP
East Residential Canyon Hills Estates Specific Plan
(CHESP)
Single Family-1 (SF-1) and open
space - CHESP
West Residential City of Wildomar - Low Density
Residential
City of Wildomar - Rural Residential
Table 1: Environmental Setting
Project Description
The Canyon Hills Estates Project consists of applications for a Tentative Tract Map (TTM
34249R1) and a Residential Design Review (RDR 2022-06), which collectively are being
processed under Planning Application No. 2021-43.
Tentative Tract Map No. 34249, Revision No. 1 proposes to develop the approximately 81.32-
acre northeastern portion of the larger approximately 246.41-acre subdivision. Table 2 below
provides lot summary information:
PA 2021-43 (Canyon Hills Estates)
Page 4 of 10
1
0
8
1
LAND USE LOT NO.ACREAGE
Single Family Residential 1-133 21.92
Detention/Water Quality Basins 134-135 1.62
Park Site 136 5.82
Open Space A through C 42.30
Cottonwood Canyon Road -1.66
Streets (Private and Public)A - F 8.00
TOTALS:81.32
Table 2: TTM 34249 R1 Lot Summary
TTM 34249R1 proposes to subdivide the property to provide 133 single-family residential lots on
21.92 acres that range in size from 3,206 sq. ft. to 15,747 sq. ft. Lots 1 through 54 (located within
Planning Area SF-2) would range in size from 3,206 sq. ft. to 8,674 sq. ft. with an average lot size
of 4,400 sq. ft. Lots 55 through 133 (located within Planning Area SF-1) would range in size from
7,032 sq. ft. to 15,747 sq. ft. with an average lot size of 8,980 sq. ft.
TTM 34249R1 also proposes one (1) lot for recreation purposes on 5.82 acres at the northeastern
corner of the site, two (2) lots for drainage basins on-site on a total of 1.62 acres, three (3) lots
(Lots A through C) for open space on 42.30 acres, a total of six (6) streets on 8.00 acres (Streets
A through F), and 1.66 acres for Cottonwood Canyon Road.
Residential Design Review No. 2022-06 proposes the design and construction of 133 single-
family residences, preliminary plotting, conceptual wall and fence plan, conceptual landscaping,
and related site improvements located in TTM 34249R1. The project proposes six (6) floor plans
ranging in size from 2,314 sq. ft. to 4,225 sq. ft. and four (4) architectural styles (Santa Barbara,
California Ranch, California Craftsman, and Napa). Below is a description of the various design
components and features of the proposed project:
Floor Plans
The project includes six (6) different single-family detached plans, as specified below:
Arroyo Plan/Juniper Trail (SF-2):
•Plan 1: Two-story, 2,314 square-foot unit with 3 bedrooms, 2.5 bathrooms, porch, 2-car
garage
•Plan 2: Two-story, 2,458 square-foot unit with 3 bedrooms (optional 4th), optional loft and
den, 3 bathrooms, 2-car garage
•Plan 3: Two-story, 2,751 square-foot unit with 4 bedrooms (optional 5th), 2.5 bathrooms,
2-car garage
Echo Highland Plan/Canyon Glen (SF-1):
•Plan 1: One-story, 2,587 square-foot unit with 4 bedrooms, 2.5 bathrooms, patio, porch,
3-car garage
•Plan 2: Two-story, 2,833 square-foot unit with 4 bedrooms, 3 bathrooms, patio, porch, 3-
car garage
PA 2021-43 (Canyon Hills Estates)
Page 5 of 10
1
0
8
1
•Plan 3: Two-story, 3,456 square-foot unit with 5 bedrooms, 3 bathrooms, patio, porch, 3-
car garage
For the Arroyo Plan, Plan 1 will account for 18 units (33.3%); Plan 2 will account for 18 units
(33.3%); Plan 3 will account for 18 units (33.3%).
For the Echo Highland Plan, Plan 1 will account for 24 units (30.4%); Plan 2 will account for 28
units (35.4%); Plan 3 will account for 27 units (34.2%).
Architecture and Treatments
The project would offer four (4) distinct architectural styles and treatments for each floor plan,
including Santa Barbara, California Ranch, California Craftsman, and Napa.
•The Santa Barbara elevations feature concrete “S” tile roofs, decorative shutters, vertical
windows with wood trim, stucco finish and stucco arched entries.
•The California Ranch elevations feature concrete flat tile roofs, decorative shutters,
vertical windows with wooden trim, stucco siding and squared entries.
•The California Craftsman elevations feature a concrete flat tile roof, stucco finish, covered
porch at entry, tapered columns with square base at porches, and wood-like trim at
windows.
•The Napa elevations feature a concrete “S” tile roof, decorative shutters on accent
windows, covered porch at entry, and stone veneer accents.
For the Arroyo Plan, Elevation A (Santa Barbara) will account for 18 units 33.3%), Elevation B
(California Ranch) will account for 18 units (33.3%), and Elevation C (California Craftsman) will
account for 18 units (33.3%).
For the Echo Highland Plan, Elevation A (Santa Barbara) will account for 26 units (33%), and
Elevations B (Napa) will account for 26 units (33%), and C (California Craftsman) will each
account for 27 units (34%).
In addition, enhanced architectural treatments will be provided on elevations that are visible from
public right-of-way.
Conceptual Wall and Fence Plan
Front returns will be six-foot split-face block walls. Combination 18” high block wall with 4’-6”
tubular steel fence will be used to enhance views in appropriate locations. Interior fencing will be
6-foot-tall vinyl. A six-foot tubular steel fence will be provided around the community park and the
detention basins.
PA 2021-43 (Canyon Hills Estates)
Page 6 of 10
1
0
8
1
Landscaping
The proposed landscaping plan has been designed to complement the different architectural
styles. The proposed landscaping has been adequately designed to meet all water efficiency
standards.
Community Amenities
The project proposes to construct a 5.82-acre public park with a recreation center area that
includes restroom facility, community swimming pool and spa, multi-use open turf area, and shade
structure seating area with barbeque grill. The community park will include children’s tot-lot, play
equipment, picnic table seating and shade structure. The park will also include a decomposed
granite paving walking trail.
Site Access and Street Improvements.
TTM 34249R1 will utilize Canyon Hills Road for primary and secondary access/egress as
approved by the Riverside County Fire Department for the 81.32-acre portion.
Cottonwood Canyon Road is required to be constructed with 48-feet of road section from curb to
curb with a dedicated right of way of 70-feet.
Proposed Streets “A” and “D” through “F” are public streets. The project is required to construct
full 40-foot street section on 60-feet of dedicated right of way for project site internal public streets.
Proposed Streets “B” and “C” are private streets. The project is required to construct a minimum
36-foot section with rolled curbs constructed on a 46-foot easement for internal private local
streets.
Grading
Earthwork for the site is anticipated to require 742,831 cubic yards of cut, 685,847 cubic yards of
fill, and 56,984 cubic yards of export. The park is anticipated to require 30,025 cubic yards of fill
for a net export of 26,959 cubic yards.
Discussion
The project is located within the Canyon Hills Estates Specific Plan (CHESP) and has a Land Use
Designation of Single Family Residential-1 (SF-1), Single Family Residential-2 (SF-2), Park, and
Open Space as shown in Figure 1 below.
PA 2021-43 (Canyon Hills Estates)
Page 7 of 10
1
0
8
1
Figure 1: CHESP Land Use Designation
The SF-1 designation is intended for single family detached residential development with 2-4
Dwelling Units per Acre (D.U./Ac.). The proposed density for the SF-1 portion (79 units) of the
project is 3.23 D.U./Ac.
The SF-2 designation is intended to accommodate single family detached residential
development on compact lots up to a maximum density of 12 Dwelling Units per Acre (D.U./Ac.).
The proposed density for the SF-2 portion (54 units) of the project is 5.75 D.U./Ac.
The proposed project is consistent with the provisions of the CHESP. The CHESP was subject to
a consistency finding with the General Plan prior to adoption. Therefore, the project is consistent
with the General Plan. The revision to the tentative map also complies with Chapter 16.24
(Tentative Map) of the LEMC and the Subdivision Map Act.
Below are the relevant development standards applicable to the project as identified in Table 3a,
SF-1 Residential Lot Development Standards of the CHESP:
Development Standard Required Proposed
Density (D.U./Ac.)2-4 3.23
Lot Area Minimum (sq. ft.)7,200 7,200
Minimum Lot Width – Interior (ft.)60 60
Minimum Lot Width – Corner (ft.)65 65
Minimum Lot Width – Cul-de-Sac (ft.)36 36
Setbacks (ft.):
•Front (Living)18 18
•Front (Garage Straight-in)20 20
•Side 5 5
•Rear 18 18
Maximum Lot Coverage (%) 60 33.8
Maximum Building Height (ft.)32 24
Parking 2 covered spaces/unit 2 garage parking spaces
Table 3: SF-1 Development Standards
PA 2021-43 (Canyon Hills Estates)
Page 8 of 10
1
0
8
1
Below are the relevant development standards applicable to the project as identified in Table 3b,
SF-2 Residential Lot Development Standards of the CHESP:
Development Standard Required Proposed
Density (D.U./Ac.)Up to 12 3.23
Lot Area Minimum (sq. ft.)3,000 3,206
Minimum Lot Width – Interior (ft.)35 35
Minimum Lot Width – Corner (ft.)40 40
Minimum Lot Width – Cul-de-Sac (ft.)30 30
Setbacks (ft.):
•Front (Living)12 12
•Front (Garage Straight-in)18 18
•Side 5 5
•Rear 5 5
Maximum Lot Coverage (%) 60 40.1
Maximum Building Height (ft.)32 25’-8”
Parking 2 covered spaces/unit 2 garage parking spaces
Private Street Pavement Width (ft.)36 36
Table 4: SF-2 Development Standards
Tentative Tract Map Analysis
Tentative Tract Map No. 34249, Revision No. 1 proposes to subdivide the 81.32-acre portion into
133 single-family residential lots, three open space lots, two water quality/detention basins, and
one 5.82-acre park. The proposed subdivision meets the minimum lot area requirement and street
frontage width of the CHESP. The tentative map also complies with Chapter 16.24 (Tentative
Map) of the LEMC and the Subdivision Map Act. The project will be required to form a
Homeowner’s Association (HOA) for reciprocal access easements, for parking spaces as well as
for the maintenance of common areas.
Design Review
The architectural design of the proposed buildings conforms to the design guidelines outlined in
Chapter 5 of the CHESP and the Residential Development Standards (Chapter 17.44) of the
LEMC. The four (4) elevation styles will create a distinctive street scene within the project site and
serve to avoid repetition.
The Design Review Committee that includes staff from Planning, Building and Safety, Fire, and
Engineering have reviewed the proposed project, and have conditioned the project to ensure
compliance with the approved specific plan and the related environmental document. The
proposed plotting provides an appropriate mixture of plan and elevation types to ensure variety in
the streetscape.
Environmental Determination
Staff recommends that the City Council find that the project is categorically exempt from California
Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15182(c) (Residential
Projects Pursuant to a Specific Plan). Where a public agency has prepared an EIR on a Specific
PA 2021-43 (Canyon Hills Estates)
Page 9 of 10
1
0
8
1
Plan, a residential project undertaken pursuant to and in conformity with that specific plan is
exempt from CEQA if the project meets the following requirements:
1.Eligibility. To qualify for this exemption the public agency must have prepared an EIR on a
specific plan after January 1, 1980.
The City adopted the Canyon Hills Estates Specific Plan (SP 2006-01) and Final
Environmental Impact Report (FEIR) No. 2006-04 (SCH No. 2006051073) on January 23,
2007. The proposed project meets this requirement.
2.Scope. Residential projects covered by this section include but are not limited to land
subdivisions, zoning changes, and residential planned unit development.
The project consists of an application for Revision No. 1 to TTM 34249 to subdivide the 81.32-
acre site into 133 single-family lots ranging in size from 3,206 sq. ft. to 15,747 sq. ft., three (3)
open space lots, two (2) water quality/detention basins, and one (1) 5.82-acre park. The
project also includes Residential Design Review No. 2022-06 for the design and construction
of 133 single-family residences, preliminary plotting, conceptual wall and fence plan,
conceptual landscaping, and related site improvements. The proposed project is consistent
with the Canyon Hills Estates Specific Plan, Single Family Residential-1 (SF-1) and Single
Family Residential-2 (SF-2) Land Use Designations.
3.Limitation. This section is subject to the limitation that a specific plan undergoes an event,
such as, but not limited to: a substantial change to the proposed project is made that requires
major revisions of the previous EIR; new circumstances under which the project is undertaken
that will require major revisions to the previous EIR; or new information has been found
resulting in new significant effects or increasing the severity of a significant effect that were
not known at the time of the previous EIR. Should one or more of these events occur, this
exemption shall not apply until the city or county which adopted the specific plan completes a
subsequent EIR or supplement to a previous EIR.
Pursuant to CEQA Guidelines Section 15162, the project would not have a significant effect
on the environment and no new environmental documentation is necessary because all
potentially significant effects have been adequately analyzed in a previously adopted Final
Environmental Impact Report (FEIR) No. 2006-04 (SCH No. 2006051073) prepared for
Canyon Hills Estates Specific Plan. A CEQA Exemption Study has been prepared for the
project and is included as Attachment 5 to this report. All potentially significant effects have
been avoided or mitigated pursuant to the EIR and none of the conditions described in Section
15162 have occurred. FEIR 2006-04 (SCH No. 2006051073) was adopted by the City Council
on January 23, 2007.
MSHCP Consistency
The project is consistent with the Western Riverside County Multiple Species Habitat
Conservation Plan (MSHCP). The project site is not located in a Criteria Cell and was not required
PA 2021-43 (Canyon Hills Estates)
Page 10 of 10
1
0
8
1
to be processed through the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review
(JPR) processes. The project complies with all other applicable requirements of the MSHCP.
Public Notice
Notice of the hearing for this application has been published in the Press-Enterprise newspaper
and mailed to property owners within 1,000 feet of the subject property. As of the writing of this
report, two (2) written comments concerning this application have been received and are included
as Attachment 10 to this staff report.
Fiscal Impact
The time and costs related to processing this application have been covered by application fees
paid for by the applicant. No General Fund budgets have been allocated or used in the processing
of this application. Project approval does not fiscally impact the City’s General Fund. Mitigation
Measures to protect the City fiscally have already been included in the Conditions of Approval.
Attachments
Attachment 1 – MSHCP Resolution
Attachment 2 – TTM Resolution
Attachment 3 – RDR Resolution
Attachment 4 – Conditions of Approval
Attachment 5 – CEQA Consistency Analysis
Attachment 6 – GIS Exhibits
Attachment 7 – TTM 34249R1
Attachment 8 – Design Review Package
Attachment 9 – Public Notice Materials
Attachment 10 – Public Comments
RESOLUTION NO. 2024-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, ADOPTING FINDINGS THAT PLANNING APPLICATION NO. 2021-
43 (TENTATIVE TRACT MAP NO. 34249, REVISION NO. 1 AND RESIDENTIAL
DESIGN REVIEW NO. 2022-06) IS CONSISTENT WITH THE WESTERN
RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN
(MSHCP)
Whereas, Tri Pointe Homes has filed an application with the City of Lake Elsinore (City)
requesting approval of Planning Application No. 2021-43 (Tentative Tract Map No. 34249,
Revision No. 1 and Residential Design Review No. 2022-06) to develop the approximately 81.32-
acre northeastern portion of the larger approximately 246.41-acre previously approved
subdivision. Revision No. 1 to TTM 34249 proposes to subdivide the 81.32-acre site into 133
single-family lots ranging in size from 3,206 sq. ft. to 15,747 sq. ft., three (3) open space lots, two
(2) water quality/detention basins, and one (1) 5.82-acre park. Residential Design Review No.
2022-06 includes the design and construction of 133 single-family residences, preliminary
plotting, conceptual wall and fence plan, conceptual landscaping, and related site improvements.
The project proposes six (6) floor plans ranging in size from 2,314 sq. ft. to 4,225 sq. ft. and three
(3) architectural styles (Santa Barbara, Napa, and California Craftsman). The site is located south
of Canyon Hills Road and west of Cottonwood Canyon Road within the Canyon Hills Estates
Specific Plan (APNs: 365-230-005, 006, 009, 011, and 012);
Whereas, Section 6.0 of the Multiple Species Habitat Conservation Plan (MSHCP)
requires that all discretionary projects within a MSHCP Criteria Cell undergo the Lake Elsinore
Acquisition Process (LEAP) and the Joint Project Review (JPR) to analyze the scope of the
proposed development and establish a building envelope that is consistent with the MSHCP
criteria;
Whereas, Section 6.0 of the MSHCP further requires that the City adopt consistency
findings demonstrating that the proposed discretionary entitlement complies with the MSHCP
Criteria Cell, and the MSHCP goals and objectives;
Whereas, pursuant to Chapter 16.24 (Tentative Map) and Section 17.415.050 (Major
Design Review) of the Lake Elsinore Municipal Code (LEMC) the Planning Commission
(Commission) has been delegated with the responsibility of making recommendations to the City
Council (Council) pertaining to tentative maps and design review applications;
Whereas, on February 20, 2024 at a duly noticed Public Hearing the Commission has
considered evidence presented by the Community Development Department and other interested
parties with respect to this item, and by a resolution recommended that the Council adopt Findings
of Consistency with the MSHCP; and
Whereas, on April 9, 2024, at a duly noticed Public Hearing the Council has considered
evidence presented by the Community Development Department and other interested parties with
respect to this item.
NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE DOES
HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
CC Reso. No. 2024-____
Page 2 of 4
Section 1: The forgoing recitals are true and correct and are hereby incorporated into
these findings by this reference.
Section 2: The Council has considered the project and its consistency with the MSHCP
and the recommendation of the Commission as well as evidence presented by the Community
Development Department prior to adopting Findings of Consistency with the MSHCP.
Section 3: That in accordance with the MSHCP, the Council makes the following findings
for MSHCP consistency:
1. The project is a project under the City’s MSHCP Resolution, and the City must make an
MSHCP Consistency finding before approval.
Pursuant to the City’s MSHCP resolution, the project must be reviewed for MSHCP
consistency, consistent with the Protection of Species Associated with Riparian/Riverine
Areas and Vernal Pool Guidelines (MSHCP, Section 6.1.2), Protection of Narrow Endemic
Plant Species Guidelines (MSHCP, Section 6.1.3), Additional Survey Needs and
Procedures (MSHCP, Section 6.3.2), Urban/Wildlands Interface Guidelines (MSHCP,
Section 6.1.4), Vegetation Mapping (MSHCP, Section 6.3.1) requirements, Fuels
Management Guidelines (MSHCP, Section 6.4), and payment of the MSHCP Local
Development Mitigation Fee (MSHCP Ordinance, Section 4). The Project has been
reviewed in light of these sections and is consistent therewith.
2. The Project is subject to the City’s LEAP and the County’s Joint Project Review processes.
The project is located within the MSHCP Elsinore Area Plan but is not located within a
MSHCP Criteria Cell. Therefore, the project was not required to go through the LEAP or
JPR processes.
3. The Project is consistent with the Riparian/Riverine Areas and Vernal Pools Guidelines.
Section 6.1. 2 of the MSHCP focuses on protection of riparian/riverine areas and vernal pool
habitat types based upon their value in the conservation of a number of MSHCP covered
species. All potential impacts to riparian /riverine areas will be mitigated as identified in the
Determination of Biological Equivalent or Superior Preservation (DBESP). The project Site
does not have vernal pools, and no sensitive species listed in Section 6.1. 2 of the MSHCP
are expected to occur within the project Site due to the lack of suitable riparian vegetation
and habitat, and the negative results of focused surveys. The Project is therefore consistent
with Section 6.1. 2 of the MSHCP.
4. The Project is consistent with the Protection of Narrow Endemic Plant Species Guidelines.
The project is not located in a Narrow Endemic Plant Species Survey Area as mapped in
Section 6.1.3 of the MSHCP. Therefore, the provisions of Section 6.1.3 are not applicable
to the project.
5. The Project is consistent with the Additional Survey Needs and Procedures.
The project is located within the Burrowing Owl survey area as identified in Section 6.3. 2
(Additional Survey Need and Procedures) of the MSHCP. Five surveys were conducted on
the entire site. The results of the surveys indicated that no Burrowing Owls occupied the
CC Reso. No. 2024-____
Page 3 of 4
project site. The Project will be required to conduct a pre-construction survey 30 days prior
to the commencement of grading. As such, the project is consistent with Section 6.3.2 of
the MSHCP.
6. The Project is consistent with the Urban/Wildlands Interface Guidelines.
The project site is not within an MSHCP Criteria Cell. However, Cell 4951 is south of the
project site. A number of project design features have been included to address edge effects
beyond the limits of grading at the urban /wildlands interface that are consistent with the
guidelines of Section 6.1.4 of the MSHCP. In addition, the Project will avoid 126 acres of
open space and include an additional 23. 9 acres of open space, and a conservation
easement or deed restriction will be placed over the Cottonwood Canyon Creek mitigation
area in the northeastern corner of the Project Site. Therefore, the Project is consistent with
Section 6.1.4 of the MSHCP.
7. The Project is consistent with the Vegetation Mapping requirements.
The project site is not within a MSHCP Criteria Cell. Additionally, the site is not within the
Narrow Endemic Plant Species Survey Area; therefore, no Narrow Endemic Plant surveys
were required. However, plant communities were mapped and sensitive plant species not
adequately conserved or covered by the MSHCP were surveyed. These species include:
Parry’s spineflower, Plummer’s mariposa lily, chaparral sand verbena, and Coulter’s matilija
poppy. Surveys and mapping were conducted pursuant to MSHCP requirements. Of these
species, only the Parry’s spineflower was observed within the study area. Of the 18,000
Parry’s spineflower plants estimated to occur within the study area, approximately one
percent would be impacted by the Project, and impacts to this species are considered less
than significant. For the foregoing reasons, the Project is consistent with the MSHCP
Vegetation Mapping requirements (Section 6.3.1)
8. The Project is consistent with the Fuels Management Guidelines.
The Fuels Management Guidelines presented in Section 6.4 of the MSHCP are intended to
address brush management activities around new development within or adjacent to the
MSHCP Conservation Area. The proposed project complies with the Fuels Management
Guidelines and therefore is consistent with the Fuel Management Guidelines.
9. The Project will be conditioned to pay the City’s MSHCP Local Development Mitigation Fee.
As a condition of approval, the Project will be required to pay the City’s MSHCP Local
Development Mitigation Fee at the time of issuance of building permits.
10. The Project overall is consistent with the MSHCP.
Section 4: Based upon the evidence presented, both written and testimonial, and the
above findings, the Council finds that the Project is consistent with the MSHCP.
Section 5: This Resolution shall take effect immediately upon its adoption.
Section 6: The City Clerk shall certify to the adoption of this Resolution and enter it into
the book of original Resolutions.
CC Reso. No. 2024-____
Page 4 of 4
Passed and Adopted on this 9th day of April, 2024.
Steve Manos,
Mayor
Attest:
___________________________________
Candice Alvarez, MMC,
City Clerk
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LAKE ELSINORE )
I, Candice Alvarez, MMC, City Clerk of the City of Lake Elsinore, California, hereby certify that
Resolution No. 2024-__ was adopted by the City Council of the City of Lake Elsinore, California,
at a regular meeting held on April 9, 2024 and that the same was adopted by the following vote:
AYES
NOES:
ABSTAIN:
ABSENT:
Candice Alvarez, MMC,
City Clerk
RESOLUTION NO. 2024-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING TENTATIVE TRACT MAP NO. 34249, REVISION NO.
1 FOR THE SUBDIVISION OF 81.32-ACRES INTO 133 SINGLE-FAMILY
RESIDENTIAL LOTS, THREE OPEN SPACE LOTS, TWO WATER QUALITY
BASINS, AND ONE 5.82-ACRE PARK WITHIN THE CANYON HILLS ESTATES
SPECIFIC PLAN LOCATED AT APNS 365-230-005, 006, 009, 011, AND 012
Whereas, Tri Pointe Homes has filed an application with the City of Lake Elsinore (City)
requesting approval of Planning Application No. 2021-43 (Tentative Tract Map No. 34249,
Revision No. 1 and Residential Design Review No. 2022-06) to develop the approximately 81.32-
acre northeastern portion of the larger approximately 246.41-acre previously approved
subdivision. Revision No. 1 to TTM 34249 proposes to subdivide the 81.32-acre site into 133
single-family lots ranging in size from 3,206 sq. ft. to 15,747 sq. ft., three (3) open space lots, two
(2) water quality/detention basins, and one (1) 5.82-acre park. Residential Design Review No.
2022-06 includes the design and construction of 133 single-family residences, preliminary
plotting, conceptual wall and fence plan, conceptual landscaping, and related site improvements.
The project proposes six (6) floor plans ranging in size from 2,314 sq. ft. to 4,225 sq. ft. and three
(3) architectural styles (Santa Barbara, Napa, and California Craftsman). The site is located south
of Canyon Hills Road and west of Cottonwood Canyon Road within the Canyon Hills Estates
Specific Plan (APNs: 365-230-005, 006, 009, 011, and 012;
Whereas, pursuant to Lake Elsinore Municipal Code (LEMC) Chapter 16.24 (Tentative
Map) the Planning Commission (Commission) has been delegated with the responsibility of
making recommendations to the City Council (Council) pertaining to revisions to tentative maps;
Whereas, on February 20, 2024, at a duly noticed Public Hearing, the Commission
considered evidence presented by the Community Development Department and other interested
parties with respect to this item and adopted a resolution recommending that the Council Approve
TTM No. 34249 R1; and
Whereas, on April 9, 2024, at a duly noticed Public Hearing the Council has considered
the recommendation of the Commission as we well as evidence presented by the Community
Development Department and other interested parties with respect to this item.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE DOES
HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1: The forgoing recitals are true and correct and are hereby incorporated into
these findings by this reference.
Section 2: The Council has reviewed and analyzed the proposed project pursuant to the
appropriate Planning and Zoning Laws, the Canyon Hills Estates Specific Plan, and Chapter 16
(Subdivisions) of the LEMC and the Subdivision Map Act.
Section 3: The Council finds that the proposed project is categorically exempt from
California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15182(c)
(Residential Projects Pursuant to a Specific Plan). The City adopted the Canyon Hills Estates
Specific Plan (SP 2006-01) and Final Environmental Impact Report (FEIR) 2006-04 (SCH No.
2006051073) on January 23, 2007. The proposed project is consistent with the Canyon Hills
CC Reso. No. 2024-____
Page 2 of 4
Estates Specific Plan, Single Family Residential-1 (SF-1) and Single Family Residential-2 (SF-2)
Land Use Designations. Pursuant to CEQA Guidelines Section 15162, the project would not have
a significant effect on the environment and no new environmental documentation is necessary
because all potentially significant effects have been adequately analyzed in a previously adopted
Final Environmental Impact Report (FEIR) No. 2006-04 (SCH No. 2006051073) prepared for
Canyon Hills Estates Specific Plan. All potentially significant effects have been avoided or
mitigated pursuant to the EIR and none of the conditions described in Section 15162 have
occurred.
Section 4: That in accordance with State Planning and Zoning Law and the LEMC, the
Council makes the following findings for approval of TTM 34249 R1:
1. The proposed subdivision, together with the provisions for its design and improvement, is
consistent with the General Plan. The proposed subdivision is compatible with the objectives,
policies, general land uses and programs specified in the General Plan (Government Code
Section 66473.5).
a.The project is located within the Canyon Hills Estates Specific Plan (CHESP). The
proposed project is compatible with the objectives, policies, general land uses and
programs as identified in the CHESP. The CHESP was subject to a consistency
finding with the General Plan prior to adoption. The proposed project complies with
the minimum standards of the Single Family-1 (SF-1) and Single Family-2 (SF-2) land
use designations for lot size, setbacks, lot coverage, building height, minimum
dwelling unit size, and parking as detailed in Tables 3a and 3b of the CHESP. The
proposed project is consistent with the provisions of the CHESP and is therefore
found to be consistent with the General Plan.
b.All offsite mitigation measures have been identified in a manner consistent with the
General Plan and the CHESP.
c.All recreational amenities have been provided in a manner consistent with the
General Plan and CHESP.
2. The site of the proposed subdivision of land is physically suitable for the proposed density of
development in accordance with the General Plan.
a. The overall density and design is consistent and compatible with the adjacent
communities.
3. The effects that this project are likely to have upon the housing needs of the region, the public
service requirements of its residents and the available fiscal and environmental resources
have been considered and balanced.
a.The project is consistent with the General Plan. During the approval of the General Plan,
housing needs, public services and fiscal resources were scrutinized to achieve a
balance within the City.
b.The map has been conditioned to annex into Community Facilities District No. 2015-1
(Safety and Law Enforcement, Fire and Paramedic Services, Mello-Roos) to offset the
annual negative fiscal impacts of the project on public safety operations and
maintenance issues in the City.
CC Reso. No. 2024-____
Page 3 of 4
c.The map has been conditioned to annex into the City of Lake Elsinore Community
Facilities District No. 2015-2 (Maintenance Services) to fund the on-going operation and
maintenance of the public right-of-way, landscaped areas, and neighborhood parks to
be maintained by the City, and for street lights in the public right-of-way for which the
City will pay for electricity and a maintenance fee to Southern California Edison,
including parkways, open space and public storm drains constructed within the
development and federal NPDES requirements to offset the annual negative fiscal
impacts of the project.
4. The proposed division of land or type of improvements is not likely to result in any significant
environmental impacts.
a.A Final Environmental Impact Report (FEIR 2006-02 (SCH# 20060510713)) was
prepared for TTM 34249. The report identified potentially significant environmental
effects identified potentially significant environmental effects but mitigation measures
were incorporated which reduced the potentially significant impacts in a manner
consistent with the Environmental Quality Act.
b. Mitigation measures were required to ensure all potentially significant impacts are
reduced to levels of insignificance. TTM 34249R1 has been conditioned to comply with
these mitigation measures.
5. The design of the proposed division of land or type of improvements is not likely to cause
serious public health problems.
a. TTM 34249R1 has been designed in a manner consistent with the General Plan and the
Canyon Hills Estates Specific Plan and does not divide previously established
communities.
6. The design of the proposed division of land or type of improvements will not conflict with
easements, acquired by the public at large, for access through or use of property within the
proposed division of land.
a. All known easements or request for access have been incorporated into the design of
TTM 34249R1.
b. The map has been circulated to City departments and outside agencies, and appropriate
Conditions of Approval have been applied to the project.
Section 5: Based upon all of the evidence presented, the above findings, and the
conditions of approval imposed upon the project, the Council hereby approves TTM 34249R1.
Section 6: This Resolution shall take effect immediately upon its adoption.
Section 7: The City Clerk shall certify to the adoption of this Resolution and enter it into
the book of original Resolutions.
CC Reso. No. 2024-____
Page 4 of 4
Passed and Adopted on this 9th day of April, 2024.
Steve Manos,
Mayor
Attest:
___________________________________
Candice Alvarez, MMC,
City Clerk
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LAKE ELSINORE )
I, Candice Alvarez, MMC, City Clerk of the City of Lake Elsinore, California, hereby certify that
Resolution No. 2024-__ was adopted by the City Council of the City of Lake Elsinore, California,
at a regular meeting held on April 9, 2024 and that the same was adopted by the following vote:
AYES
NOES:
ABSTAIN:
ABSENT:
Candice Alvarez, MMC,
City Clerk
RESOLUTION NO. 2024-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING RESIDENTIAL DESIGN REVIEW NO. 2022-06
PROVIDING BUILDING DESIGNS AND RELATED IMPROVEMENTS FOR 133
SINGLE-FAMILY RESIDENTIAL UNITS FOR TENTATIVE TRACT NO. 34249,
REVISION NO. 1 WITHIN THE CANYON HILLS ESTATES SPECIFIC PLAN
LOCATED AT APNS 365-230-005, 006, 009, 011, AND 012
Whereas, Tri Pointe Homes has filed an application with the City of Lake Elsinore (City)
requesting approval of Planning Application No. 2021-43 (Tentative Tract Map No. 34249,
Revision No. 1 and Residential Design Review No. 2022-06) to develop the approximately 81.32-
acre northeastern portion of the larger approximately 246.41-acre previously approved
subdivision. Revision No. 1 to TTM 34249 proposes to subdivide the 81.32-acre site into 133
single-family lots ranging in size from 3,206 sq. ft. to 15,747 sq. ft., three (3) open space lots, two
(2) water quality/detention basins, and one (1) 5.82-acre park. Residential Design Review No.
2022-06 includes the design and construction of 133 single-family residences, preliminary
plotting, conceptual wall and fence plan, conceptual landscaping, and related site improvements.
The project proposes six (6) floor plans ranging in size from 2,314 sq. ft. to 4,225 sq. ft. and three
(3) architectural styles (Santa Barbara, Napa, and California Craftsman). The site is located south
of Canyon Hills Road and west of Cottonwood Canyon Road within the Canyon Hills Estates
Specific Plan (APNs: 365-230-005, 006, 009, 011, and 012;
Whereas, pursuant to Section 17.415.050 (Major Design Review), Section 17.410.070
(Approving Authority), and Section 17.410.030 (Multiple Applications) of the Lake Elsinore
Municipal Code (LEMC), the Planning Commission (Commission) has been delegated with the
responsibility of making recommendations to the City Council (Council) pertaining to design
review applications;
Whereas, on February 20, 2024, at a duly noticed Public Hearing the Commission has
considered evidence presented by the Community Development Department and other interested
parties with respect to this item, and adopted a resolution recommending that the Council Approve
Residential Design Review No. 2022-06; and
Whereas, on April 9, 2024, at a duly noticed Public Hearing the Council has considered
the recommendation of the Commission as we well as evidence presented by the Community
Development Department and other interested parties with respect to this item.
NOW, THEREFORE, THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE DOES
HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1: The foregoing recitals are true and correct and are hereby incorporated into
these findings by this reference.
Section 2: The Council has reviewed and analyzed the proposed project pursuant to the
California Planning and Zoning Laws (Cal. Gov. Code §§ 59000 et seq.), the Lake Elsinore
General Plan (GP), the Canyon Hills Estates Specific Plan (CHESP), and the LEMC and finds
and determines that the proposed Project is consistent with the requirements of California
Planning and Zoning Law and with the goals and policies of the GP, CHESP, and the LEMC.
CC Reso. No. 2024-____
Page 2 of 3
Section 3: The Council finds that the proposed project is categorically exempt from
California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15182(c)
(Residential Projects Pursuant to a Specific Plan). The City adopted the Canyon Hills Estates
Specific Plan (SP 2006-01) and Final Environmental Impact Report (FEIR) 2006-04 (SCH No.
2006051073) on January 23, 2007. The proposed project is consistent with the Canyon Hills
Estates Specific Plan, Single Family Residential-1 (SF-1) and Single Family Residential-2 (SF-2)
Land Use Designations. Pursuant to CEQA Guidelines Section 15162, the project would not have
a significant effect on the environment and no new environmental documentation is necessary
because all potentially significant effects have been adequately analyzed in a previously adopted
Final Environmental Impact Report (FEIR) No. 2006-04 (SCH No. 2006051073) prepared for
Canyon Hills Estates Specific Plan. All potentially significant effects have been avoided or
mitigated pursuant to the EIR and none of the conditions described in Section 15162 have
occurred.
Section 4: That in accordance with Section 17.415.050.G of the LEMC, the Council
makes the following findings regarding Residential Design Review No. 2022-06:
1. The Project, as approved, will comply with the goals and objectives of the General Plan and
the zoning district in which the project is located.
The project is located within the Canyon Hills Estates Specific Plan (CHESP). The proposed
project is compatible with the objectives, policies, general land uses and programs as
identified in the CHESP. The CHESP was subject to a consistency finding with the General
Plan prior to adoption. The proposed project complies with the minimum standards of the
Single Family-1 (SF-1) and Single Family-2 (SF-2) land use designations for lot size,
setbacks, lot coverage, building height, minimum dwelling unit size, and parking as detailed
in Tables 3a and 3b of the CHESP. The proposed project is consistent with the provisions
of the CHESP and is therefore found to be consistent with the General Plan.
2. The Project complies with the design directives contained in the Canyon Hills Specific Plan
and all applicable provisions of the LEMC.
The project is appropriate to the site and surrounding developments. The four (4)
architectural styles proposed will create a distinctive street scene within the project site.
Sufficient setbacks and onsite landscaping have been provided thereby creating interest
and varying vistas. In addition, safe and efficient circulation has been achieved onsite.
3. Conditions and safeguards pursuant to Section 17.415.050.G.3 of the LEMC, including
guarantees and evidence of compliance with conditions, have been incorporated into the
approval of the Project to ensure development of the property in accordance with the
objectives of Section 17.415.050.
Pursuant to Section 17.415.050.E of the LEMC, the project was considered by the Planning
Commission at a duly noticed Public Hearing held on February 20, 2024. The project, as
reviewed and conditioned by all applicable City divisions, departments and agencies, will
not have a significant effect on the environment.
Section 5: Based upon all of the evidence presented, the above findings, and the conditions
of approval imposed upon the project, the Council hereby approves Residential Design Review
No. 2022-06.
CC Reso. No. 2024-____
Page 3 of 3
Section 6: This Resolution shall take effect immediately upon its adoption.
Section 7: The City Clerk shall certify to the adoption of this Resolution and enter it into
the book of original Resolutions.
Passed and Adopted on this 9th day of April, 2024.
Steve Manos,
Mayor
Attest:
___________________________________
Candice Alvarez, MMC,
City Clerk
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LAKE ELSINORE )
I, Candice Alvarez, MMC, City Clerk of the City of Lake Elsinore, California, hereby certify that
Resolution No. 2024-__ was adopted by the City Council of the City of Lake Elsinore, California,
at a regular meeting held on April 9, 2024 and that the same was adopted by the following vote:
AYES
NOES:
ABSTAIN:
ABSENT:
Candice Alvarez, MMC,
City Clerk
Applicant’s Initials: _____ Page 1 of 21
CONDITIONS OF APPROVAL
PROJECT: PA 2021-43/TTM 34249R1/RDR 2022-06
PROJECT NAME:Canyon Hills Estates
PROJECT LOCATION:APNs: 365-230-005, 006, 009, 011, and 012
APPROVAL DATE:
EXPIRATION DATE:
EXPIRATION DATE:
GENERAL CONDITIONS
1.Revision No. 1 to Tentative Tract Map (TTM) No. 34249 proposes to subdivide the 81.32-
acre site into 133 single-family lots ranging in size from 3,206 sq. ft. to 15,747 sq. ft., three
(3) open space lots, two (2) water quality/detention basins, and one (1) 5.82-acre park. The
project also includes Residential Design Review No. 2022-06 for the design and
construction of 133 single-family residences, preliminary plotting, conceptual wall and fence
plan, conceptual landscaping, and related site improvements. The project proposes six (6)
floor plans ranging in size from 2,314 sq. ft. to 4,225 sq. ft. and three (3) architectural styles
(Santa Barbara, Napa, and California Craftsman). The site is located south of Canyon Hills
Road and west of Cottonwood Canyon Road within the Canyon Hills Estates Specific Plan
(APNs: 365-230-005, 006, 009, 011, and 012). TTM 34249 was previously approved for the
subdivision of 246.41 acres into 302 single family residential lots, 12 open space lots, one
(1) Public Park, and two (2) tank sites.
2.The applicant shall defend (with counsel acceptable to the City), indemnify, and hold
harmless the City, its Officials, Officers, Employees, Agents, and its Consultants
(Indemnitees) from any claim, action, or proceeding against the Indemnitees to attack, set
aside, void, or annul an approval of the City, its advisory agencies, appeal boards, or
legislative body concerning approval, implementation and construction of TTM 34249R1
and RDR 2022-06, which action is bought within the time period provided for in California
Government Code Sections 65009 and/or 66499.37, and Public Resources Code Section
21167, including the approval, extension or modification of TTM 34249R1 and RDR 2022-
06 or any of the proceedings, acts or determinations taken, done, or made prior to the
decision, or to determine the reasonableness, legality or validity of any condition attached
thereto. The Applicant's indemnification is intended to include, but not be limited to,
damages, fees and/or costs awarded against or incurred by Indemnitees and costs of suit,
claim or litigation, including without limitation attorneys' fees, penalties and other costs,
liabilities and expenses incurred by Indemnitees in connection with such proceeding. The
City will promptly notify the applicant of any such claim, action, or proceeding against the
City. If the project is challenged in court, the City and the applicant shall enter into formal
defense and indemnity agreement, consistent with this condition
3.Within 30 days of project approval, the applicant shall sign and complete an
"Acknowledgment of Conditions" and shall return the executed original to the Community
Development Department for inclusion in the case records.
PLANNING DIVISION
4.Tentative Tract Map No. 34249R1 shall comply with the State of California Subdivision Map
Act, the Canyon Hills Estates Specific Plan, and applicable requirements set forth in the
Lake Elsinore Municipal Code (LEMC), unless modified by approved Conditions of Approval.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 2 of 21
5.Residential Design Review No. 2022-04 shall lapse and become void two years following
the date on which the design review became effective, unless one of the following: (1) prior
to the expiration of two years, a building permit related to the design review is issued and
construction commenced and diligently pursued toward completion; or (2) prior to the
expiration of two years, the applicant has applied for and has been granted an extension of
the design review approval pursuant to subsections (1) and (2) of Lake Elsinore Municipal
Code (LEMC) Section 17.415.050.I.1. Notwithstanding conditions to the contrary, a design
review granted pursuant to LEMC Section 17.415.050.I.2 shall run with the land for this two-
year period, subject to any approved extensions, and shall continue to be valid upon a
change of ownership of the site, which was the subject of the design review application.
6.The applicant shall comply with the provisions of the Canyon Hills Estates Specific Plan, the
Conditions of Approval for Tentative Tract Map No. 34249, and the Development Agreement
by and between City of Lake Elsinore and Tri Pointe Homes IE-SD, Inc. recorded on August
29, 2022.
7.The applicant shall provide all project-related on-site and off-site improvements as shown
on the Tentative Tract Map and these Conditions of Approval.
8.Future development shall comply with these Conditions of Approval and provisions and the
balance of the requirements contained in the Canyon Hills Specific Plan document.
9.All future development proposals shall be reviewed by the City on a project-by-project basis.
If determined necessary by the Community Development Director or designee, additional
environmental analysis may be required.
10.If any of the conditions of approval set forth herein fail to occur, or if they are, by their terms,
to be implemented and maintained over time, if any of such conditions fail to be so
implemented and maintained according to their terms, the City shall have the right to revoke
or modify all approvals herein granted, deny or further condition issuance of all future
building permits, deny revoke, or further condition all certificates of occupancy issued under
the authority of approvals herein granted; record a notice of violation on the property title;
institute and prosecute litigation to compel their compliance with said conditions or seek
damages for their violation.
Prior to Recordation of Final Tract Map(s)
11.All residential lots shall comply with minimum standards contained in the Development
Standards for Single Family Residential-1 (SF-1) and Single Family Residential-2 (SF-2)
detailed in Section 4.3 of the Canyon Hills Estates Specific Plan.
12.A precise survey with closures for boundaries and all lots shall be provided per the LEMC.
13.Street names within the subdivision shall be approved by the Community Development
Director or Designee.
14.All of the improvements shall be designed by the applicant's Civil Engineer to the
specifications of the City of Lake Elsinore.
15.The applicant shall meet all requirements of Elsinore Valley Municipal Water District
(EVMWD).
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 3 of 21
16.Prior to recordation of a Final Tract Map, the applicant shall initiate and complete the
annexation of this project to the Homeowner’s Association (HOA), which shall be approved
by the City, recorded, and in place. All Association documents shall be submitted for review
and approval by City Planning, Engineering and the City Attorney and upon City approval
shall be recorded. Such documents shall include the Articles of Incorporation for the
Association and Covenants, Conditions and Restrictions (CC&Rs).
a. At a minimum, all recreation and park areas (except public parks), all natural slopes and
open space, all graded slopes abutting public street rights-of-way which are not part of
residential lots, up slopes from public rights-of-way within private lots and all private
streets, and all drainage basins shall be maintained by the Homeowner’s Association
(HOA).
Prior to Issuance of Grading Permits/Building Permits
17.The following architectural details shall be provided:
a. All front fence returns will be decorative masonry walls. Vinyl or steel (tubular steel)
gates are allowed in order to allow access to rear yards.
b. The applicant shall provide four-sided articulation. Architectural enhancements and
treatments shall be provided all residential elevations (front, rear and side) visible from
streets on Railroad Canyon Road and Tassel Way and other public views.
18.Signs are not part of this project approval. All signage shall be subject to Planning Division
or Planning Commission review and approval prior to installation.
19.The applicant shall pay school fees to the Lake Elsinore Unified School District prior to
issuance of each building permit.
20.Prior to the issuance of a building permit, the applicant shall pay all applicable City fees,
including but not limited to Development Impact Fees (DIF) and MSHCP Fees per LEMC
Section 16.85, Development Agreement (DAG) Fee, at the rate in effect at the time of
payment.
21.The project shall connect to water and sewer and meet all requirements of the Elsinore
Valley Municipal Water District (EVMWD). The applicant shall submit water and sewer plans
to the EVMWD and shall incorporate all district conditions and standards.
22.Provisions of the City's Noise Ordinance (LEMC Chapter 17.176) shall be satisfied during
all site preparation and construction activity.
23.Prior to the commencing of grading activities, the applicant shall place a weatherproof 3’ X
3’ sign at the entrance to the project site identifying the approved days and hours of
construction activity. Site preparation activity and construction shall not commence before
7:00 AM and shall cease no later than 5:00 PM, Monday through Friday. Only finish work
and similar interior construction may be conducted on Saturdays and may commence no
earlier than 8:00 am and shall cease no later than 4:00 p.m. Construction activity shall not
take place on Sunday, or any Legal Holidays. The sign shall identify the name and phone
number of the development manager to address any complaints.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 4 of 21
24.Prior to issuance of a building permit, the applicant shall submit a Final Wall and Fence Plan
for review and approval by the Community Development Director or designee showing the
following:
a. Show the location of all vinyl or steel (tubular steel) gates placed within the front return
walls.
b. Show that sidewalls for corner lots shall be decorative masonry block walls with
pilasters.
c. Show that those materials provided along the front elevations (i.e. brick, stone, etc.) will
wrap around the side elevation and be flush with the front return walls.
d. Show decorative masonry fencing at tract edges and adjacent to the public right-of-way
with a decorative pilaster at every 30 feet.
e. Nonvisible fencing between the homes and in the backyard, will be vinyl or tubular steel
where views make that an appropriate option.
25.Prior to issuance of a model home permit, building plans for the Model Home Complex shall
comply with all American Disabilities Act (ADA) requirements, including provision of a
handicapped-accessible bathroom.
26.A Construction Phasing shall be prepared for this project that avoids construction traffic from
entering occupied neighborhoods within the tract. The Phasing Plan shall be reviewed and
approved by the Engineering Department.
27.A cash bond in the amount of $1,000 shall be required for the Model Home Complex. This
bond is to guarantee removal of the temporary fencing material, parking lot, etc. that have
been placed onsite for the Model Home Complex. The bond will be released after removal
of the materials and the site is adequately restored, subject to the approval of the
Community Development Director or designee.
28.A cash bond in the amount of $1,000 shall be required for any garage conversion of the
model(s). Bonds will be released after removal of all temporary materials and the site is
adequately restored, subject to the approval of the Community Development Director or
designee.
29.A cash bond in the amount of $1,000 shall be required for any construction trailers used
during construction. Bonds will be released after removal of trailers, subject to the approval
of the Community Development Director or designee.
30.All mechanical and electrical equipment associated with the residences shall be ground
mounted. All outdoor ground or wall mounted utility equipment shall be consolidated in a
central location and architecturally screened behind fence returns, subject to the approval
of the Community Development Director, prior to issuance of building permit.
31.Prior to issuance of a building permit, Final Landscaping / Irrigation Detail Plans (one full
size set along with a PDF copy) consistent with the Canyon Hills Estates Specific Plan and
LEMC requirements shall be submitted along with appropriate fees for review and approval
by the Community Development Director or designee. All front yards and side yards on
corner lots shall be properly landscaped with automatic (manual or electric) irrigation
systems to provide 100 percent planting coverage using a combination of drip and
conventional irrigation methods.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 5 of 21
a. The applicant shall replace any street trees harmed during construction, in conformance
with the City's Street Tree List, at a maximum of 30 feet apart and at least 24-inch box
in size.
b. Perimeter walls shall be protected by shrubs and other plantings that discourage graffiti.
c. The applicant shall ensure a clear line of sight at ingress/egress points by providing
plantings within 15 feet of ingress/egress points whose height does not exceed two (2)
feet and whose canopy does not fall below six feet.
d. The landscape plan shall provide for California native drought-tolerant ground cover,
shrubs, and trees. Special attention shall be given to use of Xeriscape or drought
resistant plantings with combination drip irrigation system to prevent excessive watering.
e. No front-yard shall be landscaped with grass turf.
f. All landscape improvements shall be bonded with a ten percent (10%) Faithful
Performance Bond of the approved estimated labor and materials cost for all planting.
The bond shall remain in effect for one year from Certificate of Occupancy.
g. All landscaping and irrigation shall be installed within an affected portion of any phase
at the time a certificate of occupancy is requested for any building.
h. All Model Homes shall be Xeriscaped and signage provided identifying Xeriscape
landscaping. Xeriscape is a method of landscape design that minimizes water use by:
1) Implementing hydrozones;
2) Eliminating high and medium water-use plant material as identified by Water Use
Classifications of Landscape Species (WUCOLS) (such as turf) and incorporates
low to very low water-efficient (“drought-tolerant” / climate-appropriate) plants;
3) Requires an efficient irrigation system that includes:
a. ET-Based (“Smart irrigation”) controller(s) with weather-sensing, automatic shut-
off and seasonal adjustment capabilities;
b. Efficient irrigation water application through use of:
i. Low-volume point-source irrigation (such as drip irrigation and bubblers) for
all shrub planter areas (maximum of 3:1 slope) with a minimum irrigation
efficiency of 0.90 ; and/or
ii. Rotor-type nozzles for areas greater than ten (10) feet wide, for slopes 3:1
and greater, AND with a minimum irrigation efficiency of 0.71.
4) Improvement of soil structure for better water retention; and
5) Application of mulch to hinder evaporation.
i. The Final landscape plan shall be consistent with any approved site and/or plot plan.
j. The Final landscape plan shall include planting and irrigation details and shall include
one (1) street tree per lot.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 6 of 21
k. All exposed slopes in excess of three feet in height within the subject tract and within
private lots shall have a permanent irrigation system and erosion control vegetation
installed, as approved by the Planning Division, prior to issuance of certificate of
occupancy.
l. All landscaping and irrigation shall comply with the water-efficient landscaping
requirements set forth in LEMC Chapter 19.08 (Water Efficient Landscape
Requirements), as adopted and any amendments thereto.
32.Landscaping installed for the project shall be continuously maintained to the reasonable
satisfaction of the Community Development Director. If it is determined that the landscaping
is not being maintained, the Director of Community Development shall have the authority to
require the property owner to bring the landscaping into conformance with the approved
landscape plan. The continued maintenance of all landscaped areas shall be the
responsibility of the developer or any successors in interest.
BUILDING DIVISION
General Conditions
33.Final Building and Safety Conditions. Final Building and Safety Conditions will be addressed
when building construction plans are submitted to Building and Safety for review. These
conditions will be based on occupancy, use, the California Building Code (CBC), and related
codes which are enforced at the time of building plan submittal.
34.Compliance with Code. All design components shall comply with applicable provisions of
the 2022 edition of the California Building, Plumbing and Mechanical Codes: 2022 California
Electrical Code; California Administrative Code, 2022 California Energy Codes, 2022
California Green Building Standards, California Title 24 Disabled Access Regulations, and
Lake Elsinore Municipal Code.
35.Street Addressing. Applicant must obtain street addressing for all proposed buildings by
requesting street addressing and submitting a site plan for commercial or multi-family
residential projects or a recorded final map for single- family residential projects. It takes 10
days to issue address and notify other agencies. Please contact Sonia Salazar at
ssalazar@lake-elsinore.org or 951-674-3124 X 277.
36.Clearance from LEUSD. A receipt or clearance letter from the Lake Elsinore School District
shall be submitted to the Building and Safety Department evidencing the payment or
exemption from School Mitigation Fees.
37.Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit
approvals prior to commencement of any construction work.
38.Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards,
and any block walls will require separate approvals and permits.
39.Sewer and Water Plan Approvals. On-site sewer and water plans will require separate
approvals and permits.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 7 of 21
40.House Electrical Meter. Applicant shall provide a house electrical meter to provide power
for the operation of exterior lighting, irrigation pedestals and fire alarm systems for each
building on the site. Developments with single user buildings shall clearly show on the plans
how the operation of exterior lighting and fire alarm systems when a house meter is not
specifically proposed.
At Plan Review Submittal
41.Submitting Plans and Calculations. Applicant must submit to Building and Safety four (4)
complete sets of plans and two (2) sets of supporting calculations for review and approval
including:
a. An electrical plan including load calculations and panel schedule, plumbing schematic,
and mechanical plan applicable to scope of work.
b. A Sound Transmission Control Study in accordance with the provisions of Section 5.507
of the 2022 edition of the California Building Code.
c. Truss calculations that have been stamped by the engineer of record of the building and
the truss manufacturer engineer.
Prior to Issuance of Grading Permit(s)
42.Onsite Water and Sewer Plans. Onsite water and sewer plans, submitted separately from
the building plans, shall be submitted to Building and Safety for review and approval.
43.Demolition Permits. A demolition permit shall be obtained if there is an existing structure to
be removed as part of the project.
Prior to Issuance of Building Permit(s)
44.Plans Require Stamp of Registered Professional. Applicant shall provide appropriate stamp
of a registered professional with original signature on the plans. Provide C.D. of approved
plans to the Building Division.
Prior to Beginning of Construction
45.Pre-Construction Meeting. A pre-construction meeting is required with the building inspector
prior to the start of the building construction.
ENGINEERING DEPARTMENT
General
46.All new submittals for plan check or permit shall be made using the City’s online Citizen
Self-Service Portal (CSSP).
47.All engineering plans shall be prepared by a licensed California Civil Engineer using the
City’s standard title block.
48.All required soils, geology, seismic, and hydrology and hydraulic reports shall be prepared
by a registered California licensed Civil Engineer and Soils Engineer, as applicable.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 8 of 21
49.All slopes and landscaping within the public right-of-way shall be maintained by the property
owner, owner’s association, firms contracted by the property owner’s association, or another
maintenance entity approved by the City Council.
50.All open space and slopes except for public parks and schools and flood control district
facilities, outside the public right-of-way shall be owned and maintained by the property
owner or property owner’s association.
51.Any portion of a drainage system that conveys runoff from open space shall be installed
within a drainage easement.
52.Water quality facilities that are constructed across lots shall be installed within a dedicated
drainage easement.
53.Any grading that affects “waters of the United States”, wetlands or jurisdictional streambeds,
shall require approval and necessary permits from respective Federal and/or State
Agencies.
54.In accordance with the City’s Franchise Agreement for waste disposal & recycling, the
applicant shall be required to contract with CR&R, Inc. for removal and disposal of all waste
material, debris, vegetation, and other rubbish generated both during cleaning, demolition,
clear and grubbing or all other phases of construction and during occupancy.
55.Applicant shall submit a detailed hydrology and hydraulic study for review for the sufficient
containment and conveyance of the storm water to a safe and adequate point as approved
by the City Engineer.
56.The site will accommodate all construction activity, building activity, vehicles, etc. No staging
on public streets, or private property belonging to others shall be conducted without the
written permission of the property owner.
57.Minimum good housekeeping and erosion and sediment control Best Management
Practices (BMPs) as identified by the City shall be implemented.
58.Applicant shall install permanent benchmarks to Riverside County Standards and at
locations to be determined by the City Engineer.
FEES
59.Applicant shall pay all applicable permit application and Engineering assessed fees,
including without limitation plan check and construction inspection fees, at the prevalent rate
at time of payment in full.
60.Applicant shall pay all applicable Mitigation and Development Impact Fees at the prevalent
rate at time of payment in full. Fees are subject to change. Mitigation and Development
Impact Fees include without limitation:
Master Plan of Drainage Fee – Due prior to Final Map approval or grading permit
issuance, whichever is first.
Traffic Infrastructure Fee (TIF) – Due prior to building permit issuance.
Transportation Uniform Mitigation Fee (TUMF) – Due prior to occupancy.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 9 of 21
Stephens’ Kangaroo Rat Mitigation Fee (K-Rat) – Due prior to grading permit issuance.
FINAL TRACT MAP
61.Applicant shall submit for plan check review and approval for final Tract Map.
62.Street names within the subdivision shall be established and approved by the Community
Development Director or designee.
63.Applicant shall make an offer of dedication for all public streets and easements required by
these conditions or shown on the Tentative Map. All land so offered shall be granted to the
City, free and clear of all liens and encumbrances and without cost to the City.
64.Underground water rights shall be dedicated to the City pursuant to the provisions of Section
16.52.030 in the Lake Elsinore Municipal Code (LEMC), and consistent with the City’s
agreement with the Elsinore Valley Municipal Water District.
65.Prior to scheduling City Council approval of the final Tract Map, the applicant shall, in
accordance with Government Code, have constructed all improvements or have
improvement plans submitted and approved, agreements executed, and securities posted.
Securities posted include but are not limited to the off-site improvements.
66.Monumentation shall be in accordance with LEMC Section 16.32 and Subdivision Map Act.
67.Security and inspection fee for monumentation shall be paid and two contiguous monuments
shall be inspected prior to scheduling City Council approval of final map.
68.Covenants, Conditions and Restrictions (CC&Rs) shall be submitted to the City for review
approval. Recordation shall be with final Tract Map.
STORM WATER MANAGEMENT / POLLUTION PREVENTION / NPDES
Design
69.The project is responsible for complying with the latest Santa Ana Region National Pollutant
Discharge Elimination System (NPDES) Permits as warranted based on the nature of
development and/or activity.
70.A Final Water Quality Management Plan (WQMP) shall be prepared using the Santa Ana
Region of Riverside County guidance document and template. The Final WQMP shall be
approved by the City prior to scheduling City Council for final map approval, grading plan
approval and issuance of any permit for construction, whichever is first.
71.The Final WQMP shall document the following:
Detailed site and project description.
Potential stormwater pollutants.
Post-development drainage characteristics.
Low Impact Development (LID) BMP selection and analysis.
Structural and non-structural source control BMPs.
Treatment Control BMPs.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 10 of 21
Site design and drainage plan (BMP Exhibit).
Documentation of how vector issues are addressed in the BMP design, operation and
maintenance.
GIS Decimal Minute Longitude and Latitude coordinates for all LID and Treatment
Control BMP locations.
Hydraulic Conditions of Concern (HCOC) – demonstrate that discharge flow rates,
velocities, duration and volume for the post construction condition from a 2-year, 24-
hour rainfall event will not cause adverse impacts on downstream erosion and receiving
waters, or measures are implemented to mitigate significant adverse impacts
downstream public facilities and water bodies. Evaluation documentation shall include
pre- and post-development hydrograph volumes, time of concentration and peak
discharge velocities, construction of sediment budgets, and a sediment transport
analysis. If HCOC applies, the project shall implement measures to limit disturbance of
natural water bodies and drainage impacts from urban runoff (Note the facilities may
need to be larger due to flood mitigation for the 10-year, 6- and 24-hour rain events).
Operations and Maintenance (O&M) Plan and Agreement (using City approved form
and/or CC&Rs) as well as documentation of formation of funding district for long term
maintenance costs.
72.Water quality facilities that service more than one parcel shall be placed in an easement to
provide for maintenance and prevent obstruction.
73.Parking lot landscaping shall be designed to provide for treatment, retention, or infiltration
of runoff.
74.Project hardscape areas shall be designed and constructed to provide for drainage into
adjacent landscape and permeable surfaces in low traffic roads and parking lots.
75.Project trash enclosure shall be covered, bermed, and designed to divert drainage from
adjoining paved areas and regularly maintained.
76.If CEQA identifies resources requiring Clean Water Act Section 401 Permitting, the applicant
shall obtain certification through the Santa Ana Regional Water Quality Control Board and
provide a copy to the Engineering Department.
77.The project site shall implement full trash capture methods/devices approved by the
Regional Water Quality Control Board. This shall include installation of connector pipe
screens on all onsite and offsite catch basins to which the project discharges.
Construction
78.A Storm Water Pollution Prevention Plan (SWPPP) (as required by the NPDES General
Construction Permit). A copy of the current SWPPP shall be kept at the project site and be
available for review upon request.
79.Prior to grading or building permit for construction or demolition and/or weed abatement
activity, projects subject to coverage under the NPDES General Construction Permit shall
demonstrate that compliance with the permit has been obtained by providing a copy of the
Notice of Intent (NOI) submitted to the State Water Resources Control Board and a copy of
the notification of the issuance of a Waste Discharge Identification (WDID) Number or other
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 11 of 21
proof of filing to the satisfaction of the City Engineer.
80.Erosion & Sediment Control – Prior to the issuance of any grading or building permit for
construction or demolition, the applicant shall submit for review and approval by the City
Engineer, an Erosion and Sediment Control Plan as a separate sheet of the grading plan
submittal to demonstrate compliance with the City’s NPDES Program, California Building
Code and state water quality regulations for grading and construction activities. The Erosion
and Sediment Control Plan shall identify how all construction materials, wastes, grading or
demolition debris, and stockpiles of soil, aggregates, soil amendments, etc. shall be properly
covered, stored and secured to prevent transport into local drainages or waters by wind,
rain tracking, or dispersion. The plan shall also describe how the project will ensure that all
BMPs will be maintained during construction of any future right of ways.
Post-Construction
81.All storm drain inlet facilities shall be appropriately marked “Only Rain in the Storm Drain”
using the City authorized marker.
82.Prior to the issuance of a certificate of use and/or occupancy, the applicant shall
demonstrate compliance with applicable NPDES permits for construction,
industrial/commercial, MS4, etc. to include:
Demonstrate that the project has compiled with all non-structural BMPs described in the
project’s WQMP.
Provide signed, notarized certification from the Engineer of Work that the structural
BMPs identified in the project’s WQMP are installed in conformance with approved plans
and specifications and operational.
Submit a copy of the fully executed, recorded City approved Operations and
Maintenance (O&M) Plan and Agreement for all structural BMPs or a copy of the
recorded City approved CC&R.
The Operation and Maintenance (O&M) Plan and Agreement and/or CC&R’s shall: (1)
describe the long-term operation and maintenance requirements for BMPs identified in
the BMP Exhibit; (2) identify the entity that will be responsible for long-term operation
and maintenance of the referenced BMPs; (3) describe the mechanism for funding the
long-term operation and maintenance of the referenced BMPs; and (4) provide for
annual certification for water quality facilities by a Registered Civil Engineer. The City
format shall be used.
Provide documentation of annexation into a CFD for funding facilities to be maintained
by the City.
Demonstrate that copies of the project’s approved WQMP (with recorded O&M Plan or
CC&R’s attached) are available for each of the initial occupants.
Agree to pay for a Special Investigation from the City of Lake Elsinore for a date twelve
(12) months after the issuance of a Certificate of Use and/or Occupancy for the project
to verify compliance with the approved WQMP and O&M Plan. A signed/sealed
certification from the Engineer of Work dated 12 months after the Certificate of
Occupancy will be considered in lieu of a Special Investigation by the City.
Provide the City with a digital .pdf copy of the Final WQMP.
UTILITIES
83.All arrangements for relocation of utility company facilities (power poles, vaults, etc.) out of
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 12 of 21
the roadway shall be the responsibility of the applicant, property owner, and/or his agent.
Overhead utilities (34.5 kV or lower) shall be undergrounded (LEMC Section 16.64).
84.Applicant shall apply for, obtain and submit to the City Engineering Department a letter from
Southern California Edison (SCE) indicating that the construction activity will not interfere
with existing SCE facilities. Non-Interference Letter (NIL) shall be provided prior to issuance
of grading permit.
85.Submit a “Will Serve” letter to the City Engineering Department from the applicable water
agency stating that water and sewer arrangements have been made for this project and
specify the technical data for the water service at the location, such as water pressure,
volume, etc. Will Serve letters shall be provided prior to issuance of grading permit.
IMPROVEMENTS
86.Project will be responsible for the following improvements:
Construction of full 40-foot street section on 60-feet of dedicated right of way for project
site internal public streets.
Modified Cottonwood Canyon Road shall be constructed with varying width from 40’ to
48’ from curb to curb and varying locations for the sidewalk as indicated on TTM with a
dedicated right of way of 70-feet.
Modification of existing and installation of new signing striping for required
improvements. The project shall be responsible for any additional paving and/or striping
removal causing by the striping plan.
Construct a minimum 36-foot section with rolled curbs constructed on a 46-foot
easement for internal private local streets.
87.Sight distance into and out and throughout the project location shall comply with City or
Caltrans standards. Project shall ensure facilities are installed outside the line of sight of
drivers.
88.Applicant shall comply with access requirements from the Fire Department.
89.Onsite circulation of the project shall be completed to the satisfaction of the Fire Department.
90.Project will be responsible to design and install streetlights Streetlight system shall be
designed as LS-2B system. Streetlight plans shall include but are not limited to details such
as location, pole and luminaire type, and pull box design. Streetlight plans may be included
as part of the Street Improvement plan set.
91.10-year storm runoff shall be contained within the curb and the 100-year storm runoff shall
be contained within the street right-of-way. When either of these criteria are exceeded,
drainage facilities shall be provided.
92.Applicant shall provide for the detention of storm water increases due to the project as
increased from historic flow volumes. Basins shall be designed consistent with Riverside
County Flood Control District standards.
93.All drainage facilities in this project shall be constructed to Riverside County Flood Control
District Standards.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 13 of 21
94.A drainage study shall be provided. The study shall identify the following: identify storm
water runoff from and upstream of the site; show existing and proposed off-site and on-site
drainage facilities; and include a capacity analysis verifying the adequacy of the facilities.
95.All natural drainage traversing the site shall be conveyed through the site, or shall be
collected and conveyed by a method approved by the City Engineer. All off-site drainage, if
different from historic flow, shall be conveyed to a public facility.
96.Roof drains shall not be allowed to outlet directly through coring in the street curb. Roofs
should drain across a minimum of 20-feet of landscaped area.
97.The site shall be planned and developed to keep surface water from entering buildings
(California Green Building Standards Code 4.106.3).
98.All existing storm drain inlet facilities adjacent to the subject properties shall be retrofitted
with a storm drain filter; all new storm drain inlet facilities constructed by this project shall
include a storm drain filter.
99.A California licensed Civil Engineer shall prepare the improvement (for public and private),
signing and striping, and traffic signal plans required for this project. Improvements shall be
designed and constructed to City Standards and Codes (LEMC 12.04 and 16.34).
Permitting/Construction
100.An Encroachment Permit shall be obtained prior to any work on City right-of-way. The
developer shall submit the permit application, required fees, and executed agreements,
security and other required documentation prior to issuance.
101.All compaction reports, grade certification, monument certification (with tie notes delineated
on 8 ½ X 11” Mylar) shall be submitted to the Engineering Department before final inspection
of public works improvements will be scheduled and approved.
PRIOR TO GRADING PERMIT
102.A grading plan signed and stamped by a registered Civil Engineer shall be submitted for
City review and approval for all addition and/or movement of soil (grading) on site. The plan
shall include separate sheets for erosion control, haul route and traffic control. The grading
submittal shall include all supporting documentation and be prepared using City standard
title block, standard drawings, and design manual.
103.The grading plan shall show conveyance of any storm water historically traversing the
project site. The storm drain design shall convey, at a minimum, the 100-year storm event
detailing overland release of any supplemental water volume.
104.Applicant shall provide soils, geology and seismic report for plan check review and approval.
Provide final soils report showing compliance with recommendations.
105.Applicant shall obtain all necessary off-site easements and/or permits for off-site grading
and the applicant shall accept drainage from the adjacent property owners.
106.Applicant shall mitigate to prevent any flooding and/or erosion downstream caused by
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 14 of 21
development of the site and/or diversion of drainage.
107.All natural drainage traversing the site (historic flow) shall be conveyed through the site in a
manner consistent with the historic flow or to one or a combination of the following: to a
public facility; accepted by adjacent property owners by a letter of drainage acceptance; or
conveyed to a drainage easement as approved by the City Engineer.
Permitting/Construction
108.Applicant shall execute and submit grading and erosion control agreement, post grading
security and pay permit fees as a condition of grading permit issuance.
109.Any grading that affects “waters of the United States”, wetlands or jurisdictional streambeds
require approval and necessary permits from respective Federal and/or State Agencies.
110.No grading shall be performed without first having obtained a grading permit. A grading
permit does not include the construction of retaining walls or other structures for which a
Building Permit is required.
111.A preconstruction meeting with the City Engineering Inspector (Engineering Department) is
required prior to commencement of any grading activity.
112.Hauling in excess of 5,000 cubic yards shall be approved by the City Council (LEMC
15.72.065). Prior to commencement of grading operations, applicant shall provide to the
City a map of all proposed haul routes to be used for movement of export material. All such
routes shall be subject to the review and approval of the City Engineer. Haul route shall be
submitted prior to issuance of a grading permit.
113.All grading shall be done under the supervision of a geotechnical engineer. Slopes steeper
than 2 to 1 shall be evaluated for stability and proper erosion control and approved by the
City.
114.Review and approval of the project sediment and erosion control plan shall be completed.
As warranted, a copy of the current SWPPP shall be kept at the project site and be available
for review upon request.
115.Approval of the project Final Water Quality Management Plan (WQMP) for post construction
shall be received prior to issuance of a grading permit.
116.Applicant shall obtain applicable environmental clearance from the Planning Department
and submit applicable clearance document to the Engineering Department. This approval
shall specify that the project complies with all required environmental mitigation triggered by
the proposed grading activity.
PRIOR TO BUILDING PERMIT
117.All Public Works requirements shall be complied with as a condition of development as
specified in the Lake Elsinore Municipal Code prior to issuance of a building permit.
118.Applicant shall provide soils, geology and seismic report, including recommendations for
parameters for seismic design of buildings, and walls prior to building permit.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 15 of 21
119.All public improvement plans shall be completed and approved by the City Engineer.
120.Applicant shall submit an owner-signed copy Operations and Maintenance (O&M) Plan and
Agreement for all structural BMPs for approval and execution.
121.Any dedications and easements not identified on the final Tract Map shall be recorded with
the recorded copy provided to the City prior to issuance of the building permit.
122.The Final Tract Map shall be recorded.
PRIOR TO OCCUPANCY / FINAL APPROVAL / PROJECT CLOSEOUT
123.All public improvements shall be constructed in accordance with the approved plans or as
condition of this development to the satisfaction of the City Engineer prior to issuance of first
occupancy.
124.Proof of acceptance of maintenance responsibility of slopes, open spaces, landscape areas,
and drainage facilities shall be provided.
125.Applicant shall provide a digital copy of the recorded Covenants, Conditions, and
Restrictions (CC&Rs) to the Engineering Department prior to first occupancy.
126.In the event of damage to City roads from hauling or other construction related activity,
applicant shall pay full cost of restoring public roads to the baseline condition.
127.All final studies and reports shall be submitted in .tif format on a USB flash drive or
electronically to the Engineering Department before final inspection will be scheduled.
128.All required public right-of-way dedications, easements, vacations and easement
agreement(s) shall be recorded with a recorded copy provided to the City prior to first
occupancy.
129.Applicant shall pay all outstanding applicable processing and development fees prior to
occupancy and/or final approval.
130.Applicant shall submit documentation pursuant to City’s Security Release handout.
131.Applicant shall submit as-built all Engineering Department approved project plan sets. After
City approval of paper copy, applicant is responsible for revising the original mylar plans.
Once the original mylars have been approved, the developer shall provide the City with a
digital copy of the “as-built” plans in .tif format.
132.Applicant shall provide AutoCAD and GIS Shape files of all Street and Storm Drain plans.
All data must be in projected coordinate system: NAD 83 State Plane California Zone VI
U.S. Fleet. All parts and elements of the designed system shall be represented discretely.
Include in the attribute table basic data for each feature, such as diameter and length, as
applicable, and for pipes include material (PVC, RCP, etc.) and slope.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 16 of 21
COMMUNITY SERVICES DEPARTMENT
133.The 5.4 acre public park (Lot 136) shall be conveyed to the City and shall be included in the
Community Facility District for maintenance and renovation cost.
134.The design of the public park (Lot 136) shall provide for pedestrian circulation and access
for the disabled throughout the park.
135.Prior to recordation of the final map, the developer shall meet with the Directors of
Community Services and Community Development to determine the location and
specifications of the park amenities that need to be provided.
136.Prior to the issuance of the first building permit, construction plans and specifications for the
park shall be reviewed and approved by the Community Development Department.
137.The developer shall post security and enter into an agreement to improve the public park
prior to issuance of the first building permit.
138.Construction of the park shall commence pursuant to a pre-construction meeting with the
developer, the developer’s construction contractor and City representatives. Failure to
comply with the City’s review and inspection process may preclude acceptance of the park
by the City.
139.The developer, the developer’s successor or assignee, shall be responsible for all
maintenance of the public park site (Lot 136) until such time as those responsibilities are
accepted by the City of Lake Elsinore.
140.The 5.4-acre public park site (Lot 136) shall be improved and dedicated to the City free and
clear of any liens, assessment fees, or easements that would preclude the City from utilizing
the property for public purposes. A policy of title insurance and a soils assessment report
shall be provided with the conveyance of the property.
141.All open space areas and trails will be maintained by the HOA or other maintenance entity
approved by the City.
142.No park credits shall be given for open space areas.
143.Developer shall dedicate 5.4 acres for a public park and pay for park improvements.
Construction of the park improvements shall be in lieu of payment of park fees.
144.Construction of the park site (Lot 136) shall be completed prior to the 100th building permit.
CITY OF LAKE ELSINORE FIRE MARSHAL
145.The applicant/operator shall comply with all requirements of the Riverside County Fire
Department Lake Elsinore Office of the Fire Marshal. Questions should be directed to the
Riverside County Fire Department, Lake Elsinore Office of the Fire Marshal at 130 S. Main
St., Lake Elsinore, CA 92530. Phone: (951) 671-3124 Ext. 225.
146.This project is in a Very High Fire Hazard Severity Zone of Riverside County as shown on
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 17 of 21
a map on file with the Clerk of the Board of Supervisors. Any building constructed within this
project shall comply with special construction provisions contained in the California Building
Code.
147.The Riverside County Fire Department approves the subdivision of 81.32 acres into 133
single family residential lots, 10 open space lots, one detention basin and one park as shown
on the development proposal from December 23, 2021 for Revision No. 1 of the tentative
map utilizing Canyon Hills Road for primary and secondary access/egress. Development
beyond the above description for the remainder portion of the previously approved tentative
map will need further review for conformance with City of Lake Elsinore and Fire Department
requirements.
148.The applicant or developer shall provide fire hydrants in accordance with the following:
a.Prior to placing any combustibles on site, provide an approved water source for
firefighting purposes. Prior to building permit issuance, submit plans to the water district
for a water system capable of delivering fire flow as required by the California Fire Code
and Fire Department standards. Fire hydrants shall be spaced in accordance with the
California Fire Code. Hydrants must produce the required fire flow per the California Fire
Code.
b.Prior to building permit issuance, install the approved water system, approved access
roads, and contact the Fire Department for a verification inspection.
149.Gates must meet Fire Department standards at the time of building permit application.
Current standards require that gates have a Knox rapid entry system, an infrared gate
opener, and be set back up to 35 feet allow emergency vehicles to safely stop away from
traffic flow.
150.If the project is phased, each phase of development shall independently meet all applicable
fire department requirements, including water supply, emergency vehicle access and
circulation, and High Fire Area risk mitigations. Primary and Secondary access shall provide
independent ingress and egress to a County or City maintained circulating element. A
phasing map shall be provided and primary and secondary access from the project
boundary to the circulating element shall be noted on the plan and on the Vicinity Map
151.These comments are preliminary; further review will occur upon receiving building plans.
Additional conditions may be necessary at that time.
DEPARTMENT OF ADMINISTRATIVE SERVICES
Annex into CFD 2015-1 (Safety) Law Enforcement, Fire and Paramedic Services CFD
152.Prior to approval of the Final Map or issuance of a grading permit (whichever comes first),
the applicant shall submit an application to the Department of Administrative Services to
initiate the annexation process into Community Facilities District No. 2015-1 (Safety) the
Law Enforcement, Fire and Paramedic Services Mello-Roos Community Facilities District to
offset the annual negative fiscal impacts of the project on public safety operations and
maintenance issues in the City. The annexation process shall be completed prior to
issuance of the first certificate of occupancy for the project. Alternatively, the applicant may
propose alternative financing mechanisms to fund the annual negative fiscal impacts of the
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 18 of 21
project with respect to Public Safety services. Applicant shall make a non-refundable deposit
of $15,000, or at the current rate in place at the time of annexation toward the cost of
annexation, formation or other mitigation process, as applicable.
Annex into the City of Lake Elsinore Community Facilities District No. 2015-2 (Maintenance
Services)
153.Prior to approval of the Final Map or issuance of a grading permit (whichever comes first),
the applicant shall submit an application to the Department of Administrative Services to
initiate the annexation process into the Community Facilities District No. 2015-2
(Maintenance Services) or current Community Facilities District in place at the time of
annexation to fund the on-going operation and maintenance of the public right-of-way
landscaped areas and neighborhood parks to be maintained by the City and for street lights
in the public right-of-way for which the City will pay for electricity and a maintenance fee to
Southern California Edison, including parkways, street maintenance, open space and public
storm drains constructed within the development and federal NPDES requirements to offset
the annual negative fiscal impacts of the project. The annexation process shall be completed
prior to issuance of the first certificate of occupancy for the project. Alternatively, the
applicant may propose alternative financing mechanisms to fund the annual negative fiscal
impacts of the project with respect to Maintenance Services. Applicant shall make a non-
refundable deposit of $15,000 or at the current rate in place at the time of annexation toward
the cost of annexation, formation or other mitigation process, as applicable.
MITIGATION MONITORING AND REPORTING PROGRAM
154.The applicant shall comply with the Mitigation Monitoring & Reporting Program (MMRP) for
the Canyon Hills Estates Specific Plan, Final Environmental Impact Report (FEIR) No. 2006-
04 (SCH # 2006051073), which was adopted for this project.
155.The following mitigation measures related to the protection of Cultural Resources shall be
implemented as described below:
• TS-01 shall be avoided and preserved where feasible including a 10-meter buffer
surrounding the boundaries of TS-01 to protect the delineated site area and any
associated subsurface components. Protective fencing during construction shall be
provided to protect TS-01 where feasible.
• Prior to the issuance of any grading permits, a Phase II cultural resources testing and
evaluation program shall be conducted for TS-01 and TS-02. The Phase II evaluation
plan shall contain a research design and field methodology designed to evaluate the
significance of the sites pursuant to applicable law and in accordance with general
archaeological reporting standards for such. If Phase II testing determines the
presence of a "unique archaeological resource" under Public Resources Code
Section 21083.2, the report shall include recommended measures to avoid or mitigate
impacts to the sites. Where avoidance of significant resources is not feasible, Phase
Ill investigations (data recovery) shall be completed.
• All testing and evaluation shall be supervised by an individual or individuals meeting
the Secretary of the Interior's Professional Qualifications Standards as a qualified
prehistoric archaeologist for Site TS-01 and as an historic archaeologist for Site TS-
02 and/or a Registered Professional Archaeologist (RPA) with similar qualifications.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 19 of 21
• If the Phase II cultural resources evaluation program determines that a given resource
is eligible for listing on the California Registry of Historic Resources (CRHR) and/or
local listings and therefore meets the definition of a "historical resource," or if there is
a determination by the City in consultation with the Pechanga Tribe that a resource is
"unique" pursuant to applicable law, an impact determination shall be made prior to
issuance of grading permits. If the impacts are determined to be significant,
appropriate mitigation measures shall be designed in consultation with the Pechanga
Tribe to mitigate impacts to below a level of significance with preservation as the
preferred mitigation if feasible. If preservation is not the chosen alternative, a data
recovery program shall be implemented. The data recovery program shall entail, at a
minimum, the collection of surface materials and a sufficient sample of buried
materials, analysis, and reporting of recovered materials consistent with the Cultural
Resources Treatment and Monitoring Agreement by and between the Project
Applicant and the Pechanga Tribe.
• Prior to issuance of grading permit(s) for the Project, the Project Applicant shall retain
an archaeological monitor to monitor all ground-disturbing activities with special
emphasis on the vicinity of TS-01 and TS-02 in an effort to identify any unknown
archaeological resources. Any newly discovered cultural resource deposits shall be
subject to a cultural resources evaluation.
• At least 30 days prior to seeking a grading permit, the project applicant shall contact
the Pechanga Band of Luiseño Indians for the purpose of notifying the Tribe of the
grading, excavation and monitoring program, and to coordinate with the City of Lake
Elsinore and the Pechanga Band of Luiseño Indians to develop a Cultural Resources
Treatment and Monitoring Agreement. The Agreement shall address the treatment of
known cultural resources, the designation, responsibilities, and participation of Native
American monitors during grading, excavation and ground disturbing activities;
project grading and development scheduling; terms of compensation; and treatment
and final disposition of any cultural resources, sacred sites, and human remains
discovered on the site. The City of Lake Elsinore shall be the final arbiter of any
disputes concerning the conditions included in the Agreement.
• Prior to issuance of any grading permit, the project archaeologist shall file a pre-
grading report with the City and County (if required) to document the proposed
methodology for grading activity observation. Said methodology shall include the
requirement for a qualified archaeological monitor to be present and to have the
authority to stop and redirect grading activities. In accordance with the Treatment
Agreement, the archaeological monitor's authority to stop and redirect grading shall
be exercised in consultation with the Pechanga Band of Luiseño Indians in order to
evaluate the significance of any archaeological resources discovered on the property.
Tribal monitors from the Pechanga Band of Luiseño Indians shall be allowed to
monitor all grading, excavation and groundbreaking activities, and shall also have the
authority to stop and redirect grading activities in consultation with the project
archaeologist.
• If human remains are encountered, State Health and Safety Code Section 7050.5
shall apply and no further disturbance shall occur until the County Coroner has made
a determination of origin and disposition pursuant to Public Resources Code Section
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 20 of 21
5097.98. The Riverside County Coroner shall be notified of the find immediately. If
the remains are determined to be prehistoric, the Coroner will notify the Native
American Heritage Commission (NAHC), which will determine and notify a Most
Likely Descendant (MLD). With the permission of the landowner or his/her authorized
representative, the MLD may inspect the site of discovery. The MLD shall complete
the inspection and provide its recommendations pursuant to Public Resources Code
5097.98.
PA 2021-43/TTM 34249R1/RDR 2022-06 PC: February 20, 2024
Conditions of Approval CC: April 9, 2024
Applicant’s Initials: _____Page 21 of 21
I hereby state that I acknowledge receipt of the approved Conditions of Approval for the above
named project and do hereby agree to accept and abide by all Conditions of Approval as approved
by the City Council of the City of Lake Elsinore on _________ . I also acknowledge that all
Conditions shall be met as indicated.
Date:
Applicant’s Signature:
Print Name:
Address:
Phone Number:
Canyon Hills Estate Project
CEQA Consistency Analysis
Lead Agency:
City of Lake Elsinore
130 S. Main Street
Lake Elsinore, CA 92530
Project Applicant:
Tri Pointe Homes
1250 Corona Pointe Ct
Corona, CA 92879
CEQA Consultant:
3333 Michelson Drive, Suite 500
Irvine, CA 92612
January 2024
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
1
1. INTRODUCTION
1.1. PURPOSE
The purpose of this California Environmental Quality Act (CEQA) Consistency Analysis is to evaluate the
consistency of proposed revisions to the previously approved Tentative Tract Map (TTM) No. 34249 within
the Canyon Hills Estates Specific Plan (CHESP).
The Project Applicant (Tri Pointe Homes) is seeking revisions to TTM No. 34249 to develop a portion of the
previously approved project, including: designate approximately 81.32 acres of the 246.41-acre approved
CHESP site as the proposed Project site; to develop 133 single-family homes of the previously approved
302 single-family residential lots; and to dedicate approximately 42.39 acres of the previously approved
150 acres open space. Within the Project site, the Project would include development of the previously
approved 5.4-acre public park, and access from Cottonwood Canyon Road. Only development of 133 units
is proposed as part of this Project. The remaining vacant land would retain a development capacity of 169
single family units over the remaining 155.31 acres, consistent with the CHESP.
The City of Lake Elsinore, the Lead Agency, will utilize this document as evidence that the proposed Project
qualifies for an exemption to further CEQA review pursuant to CEQA Guidelines Section 15182, Projects
Pursuant to a Specific Plan, and Section 15162, Subsequent EIRs and Negative Declarations, as detailed below.
1.2. CEQA REQUIREMENTS
As described by Section 15162 of the CEQA Guidelines, a CEQA Exemption Study is prepared primarily to
provide the Lead Agency with information to use as the basis for determining whether a project would have
a significant effect on the environment.
According to CEQA Guidelines Section 15182, development projects that are undertaken pursuant to a
specific plan for which an EIR was previously prepared are exempt from further CEQA review if the projects
are in conformity with that specific plan and the conditions described in CEQA Guidelines section 15162
(relating to the preparation of a supplemental EIR) are not present. (Gov. Code, § 65457, subd. (a);
Guidelines, § 15182, subd. (c), § 15162, subd. (a)) CEQA Guidelines Section 15182(c) Residential Projects
Implementing Specific Plans states that this includes, but not limited to, land subdivisions, zoning changes, and
residential planned unit developments.
Pursuant to Section 15162 of the State CEQA Guidelines, when an EIR has been certified or a negative
declaration adopted for a project, no subsequent EIR shall be prepared for the project unless the lead
agency determines, on the basis of substantial evidence, that one or more of the following conditions are
met:
1) Substantial changes are proposed in the project which will require major revisions of the previous
EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified significant effects;
2) Substantial changes occur with respect to the circumstances under which the project is undertaken
which will require major revisions of the previous EIR due to the involvement of new significant
environmental effects or a substantial increase in the severity of previously identified significant
effects; or
3) New information of substantial importance, which was not known and could not have been known
with the exercise of reasonable diligence at the time the previous EIR was certified as complete,
shows any of the following:
a) The project will have one or more significant effects not discussed in the previous EIR or negative
declaration.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
2
b) Significant effects previously examined will be substantially more severe than identified in the
previous EIR.
c) Mitigation measures or alternatives previously found not to be feasible would in fact be feasible
and would substantially reduce one or more significant effects of the project, but the project
proponent declines to adopt the mitigation measures or alternatives.
d) Mitigation measures or alternatives that are considerably different from those analyzed in the
previous EIR would substantially reduce one or more significant effects on the environment, but
the project proponent declines to adopt the mitigation measures or alternatives.
Under Section 15182, where if the agency finds that pursuant to Section 15162, no subsequent EIR or
negative declaration would be required, the agency can approve the activity as being within the scope of
the project covered by the previous CEQA documentation for the Specific Plan, and no additional CEQA
document is required.
1.3. PRIOR CEQA DOCUMENTATION
The Project site was originally located in the City of Lake Elsinore's sphere of influence (SOI) and in 1997,
the Riverside County Local Agency Formation Commission (LAFCO) removed the Project Site, including other
areas from the City's SOI. Because the Project site was outside the City's corporate boundary, several
planning actions were initiated in January 2006 and were approved by the City of Lake Elsinore in April
2006. On October 26, 2006, Riverside LAFCO approved LAFCO 2006-105-1&3, Sphere of Influence
Amendment (addition) to the City of Lake Elsinore and Amendment to the Wildomar Unincorporated
Community (removal).
On April 11, 2006, the City Council approved General Plan Amendment (GPA) No. 2005-08, Zone Change
(Pre-Zone) No. 2005-09, Annexation No. 75, and Negative Declaration No. 2006-02. These approvals
resulted in the following actions:
• GPA No. 2005-08 - Amended the City's General Plan Land Use Map to change the City's southern
boundary (sphere of influence or SOI to incorporate the Project Site;
• Zone Change (Pre-Zone) No. 2005-09 - Changed the zoning designation of the Project Site to SP
Specific Plan subject to the completion/approval of Annexation No. 75 by the Riverside County
LAFCO;
• Annexation No. 75 - Approved the commencement of proceedings for the SOI and annexation
boundary change through LAFCO pursuant to the Cortese-Knox-Hertzberg Local Government
Reorganization Act of 2000;
• Negative Declaration No. 2006-02 - Determined that the Negative Declaration was adequate and
prepared in accordance with the CEQA for GPA No. 2005-08, Zone Change (Pre-Zone) No. 2005-
09, and Annexation No. 75.
In 2007, an Environmental Impact Report (EIR) (SCH# 2006051073) was certified in connection with the
approval of General Plan Amendment No. 2006-04, Specific Plan No. 2006-01 (Canyon Hills Estates
Specific Plan (CHESP)), and Tentative Tract Map No. 34249.
These previous approvals established the development potential of approximately 246.41 acres and
permitted the development of 302 residences on approximately 91.10 acres, approximately 5.4 acres for
a neighborhood park, development of two water tanks, and approximately 150 acres of Open Space
(Previously Approved Project; Approved Project). The previous approvals also included Tentative Tract Map
No. 34249, which subdivided the subject property into 302 single-family detached residential lots, 12
lettered lots for open space, 2 lettered lots for water tank sites and one lettered lot for a public park.
As shown in Figure 2-1, the previous approvals permitted the development of 302 total residences,
comprised of 238 Single Family Residential-1 (SF-1) homes and 64 Single Family Residential-2 (SF-2) homes,
on approximately 91.1 acres, approximately 5.4 acres for a neighborhood park, and approximately 150
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
3
acres of open space. In addition, the CHESP area is divided into three basic land use categories: 1)
Residential, 2) Public Park, and 3) Open Space.
1.4. DETERMINATION
The Project Applicant is seeking revisions to TTM No. 34249 to include: designation of approximately 81.32
acres of the 246.41-acre approved CHESP site as the proposed Project site; develop 133 single-family
homes of the previously approved 302 single-family residential lots; and dedicate approximately 42.39
acres of the previously approved 150 acres open space. Within the Project site, the Project would include
development of the previously approved 5.4-acre public park, and access from Cottonwood Canyon Road.
The City of Lake Elsinore is designated the Lead Agency, in accordance with Section 15050 of the CEQA
Guidelines. The Lead Agency is the public agency which has the principal responsibility for carrying out or
approving a project which may have significant effects upon the environment. The proposed Project has been
determined to be consistent with the previously certified Canyon Hills Estates Specific Plan Draft EIR (certified
EIR). Staff has determined that the proposed Project is in conformity with the Canyon Hills Estates Specific
Plan and the previously certified EIR that analyzed the impacts of development of the proposed residential,
park, utility, and open space land uses. Staff has reviewed the previously certified EIR and has determined
that the proposed Project does not require the preparation of a subsequent Environmental Impact Report as
none of the conditions described in Section 15162 of the CEQA Guidelines (14 Cal. Code Regs. 15162)
exist. Specifically, there are no substantial changes proposed by the proposed Project that will require major
revisions of the previous EIR due to the involvement of new significant environmental effects or a substantial
increase in the severity of previously identified significant effects; no substantial changes have occurred with
respect to the circumstances under which the proposed Project are undertaken that will require major revisions
of the previous EIR due to the involvement of new significant environmental effects or a substantial increase
in the severity of previously identified significant effects; and there is no new information of substantial
importance, which was not known and could not have been known with the exercise of reasonable diligence
at the time the previous EIR was adopted, showing that:
a) the proposed Project will have one or more significant effects not discussed in the certified EIR;
b) there are significant effects previously examined that will be substantially more severe than shown
in the certified EIR;
c) there are mitigation measures or alternatives previously found not to be feasible would in fact be
feasible and would substantially reduce one or more significant effects of the proposed project, but
the City declines to adopt the mitigation measure or alternative; or
d) mitigation measures or alternatives which are considerably different from those analyzed in the EIR
would substantially reduce one or more significant effects on the environment, but the City declines
to adopt the mitigation measure or alternative.
The City of Lake Elsinore has determined, based on this CEQA Consistency document, that the potential
impacts are consistent with those previously identified that can be reduced to below the level of significance
through the implementation of the previously adopted conditions of approval and mitigation measures for
the approved Specific Plan; that the proposed Project qualifies for an exemption to further CEQA review
pursuant to CEQA Guidelines Section 15182, Projects Pursuant to a Specific Plan, and Section 15162,
Subsequent EIRs and Negative Declarations; and therefore, a CEQA Exemption is deemed the appropriate
document to provide the necessary environmental clearance.
1.5. INCORPORATION BY REFERENCE
A CEQA document may incorporate by reference all or portions of another document which is a matter of
public record or is generally available to the public. Where all or part of another document is incorporated
by reference, the incorporated language shall be considered to be set forth in full as part of the text of the
EIR or Negative Declaration. (CEQA Guidelines Section 15150[a])
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
4
Incorporation by reference is a procedure for reducing the size of CEQA document and is most appropriate
for including long, descriptive, or technical materials that provide general background information, but do
not contribute directly to the specific analysis of the project itself. This procedure is particularly useful when
an EIR or Negative Declaration relies on a broadly-drafted EIR for its evaluation of cumulative impacts of
related projects (Las Virgenes Homeowners Federation v. County of Los Angeles [1986, 177 Ca.3d 300]). If
an EIR or Negative Declaration relies on information from a supporting study that is available to the public,
the EIR or Negative Declaration cannot be deemed unsupported by evidence or analysis (San Francisco
Ecology Center v. City and County of San Francisco [1975, 48 Ca.3d 584, 595]). When an EIR or Negative
Declaration incorporates a document by reference, the incorporation must comply with CEQA Guidelines
Section 15150 as follows:
• Where part of another document is incorporated by reference, such other document shall be made
available to the public for inspection at a public place or public building. The EIR or Negative
Declaration shall state where the incorporated documents will be available for inspection. At a
minimum, the incorporated document shall be made available to the public in an office of the Lead
Agency. (CEQA Guidelines Section 15150[b])
• The incorporated part of the referenced document shall be briefly summarized where possible or
briefly described if the data or information cannot be summarized. The relationship between the
incorporated part of the referenced document and the EIR shall be described. (CEQA Guidelines
Section 15150[c])
• This document must include the State identification number of the incorporated document
(CEQA Guidelines Section 15150[d]).
Documents Incorporated by Reference/Technical Studies
The following documents are hereby incorporated by reference:
• City of Lake Elsinore General Plan Update Final Recirculated Program Environmental Impact Report
(“General Plan EIR”) (SCH #2005121019), certified December 13, 2011. The General Plan EIR,
from which this document is tiered, addresses the entire City of Lake Elsinore and provides
background and inventory information and data which apply to the project site. Incorporated
information and/or data will be cited in the appropriate sections.
• Canyon Hills Estates Draft Environmental Impact Report (Final EIR) (SCH No. 2006051073) was
adopted by the City on January 27, 2007. The Specific Plan is intended to provide for the orderly
and efficient development of the area. It provides the type, location, intensity and character of
development, along with the infrastructure to support the planned land uses. The Project’s compliance
with the incorporated Specific Plan will be cited in the appropriate sections.
The above-listed documents and technical studies are available for review at:
City of Lake Elsinore
Planning Division
130 S. Main Street
Lake Elsinore, California 92530
Hours: Mon-Thurs: 8 a.m. - 5 p.m.
Friday: 8 a.m. - 4 p.m.
Closed Holidays
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
5
2. ENVIRONMENTAL SETTING
2.1. PROJECT LOCATION
The approximately 81.32-acre proposed Project site is located within the northeast portion of the 246.41-
acre CHESP area. The Project site is generally located within the southeast quadrant of the City of Lake
Elsinore, south of Canyon Hills Road, east and west of Cottonwood Canyon Road. The Assessor Parcel
Numbers (APNs) associated with the Project are APNs 365-230-005, 365-230-006, 365-230-009365-
230-011, and 365-230-012.
2.2. EXISTING PROJECT SITE
Currently the site is vacant and disturbed open space with one residence on the easterly portion of the
property near Cottonwood Canyon Road. Cottonwood Creek flows through the northeast corner of the site
adjacent to Cottonwood Canyon Road. Additionally, there are numerous dirt roads and trails transecting the
site in the north and western portions.
The site is primarily a north-facing hillside with a relatively flat area adjacent to the existing Canyon Hills
development and north of the hill. Project site elevation ranges from approximately 1,525 feet above Mean
Sea Level (MSL) in the relatively flat area to 2,012 feet above MSL for the hillside.
2.3. EXISTING GENERAL PLAN LAND USE AND ZONING DESIGNATIONS
The Project site has a General Plan land use designation of CHESP which establishes the zoning for the
properties within the CHESP planning area. The CHESP area is divided into three basic land use categories:
1) Residential, 2) Public Park, and 3) Open Space. The residential land use designation is further broken into
Single Family Residential-1 (SF-1) and Single Family Residential-2 (SF-2). The SF-1 designation is intended
for single family detached homes on 7,200-square-foot minimum traditional lots. The SF-2 designation is
intended for compact lot detached homes.
2.4. SURROUNDING LAND USES
The Project site is surrounded to the north by residential uses, to the east by Cottonwood Canyon Road and
residential uses, and to the south and west by vacant, undeveloped land and residential uses. The surrounding
land uses are described below.
• North: Existing Canyon Hills Development.
• West: Existing very low density residential units along Crooked Arrow Drive and Navajo Springs
Road.
• South: Sedco (Southern Elsinore Development Corporation) Hills and very low-density residential
units along Crab Hallow Circle and Navajo Springs Road.
• East: Existing very low-density residential units with access from Pine Street east of Cottonwood
Creek.
Figure 2-1Canyon Hills Estates
City of Lake Elsinore
Regional Location
Project Vicinity
Figure 2-2Canyon Hills Estates
City of Lake Elsinore
Aerial View
Figure 2-3Canyon Hills Estates
City of Lake Elsinore
Canyon Hills Estates
City of Lake Elsinore
Existing CHESP Zoning
Figure 2-4
SF-1 Single Family 1 SF-2 Single Family 2 OS Open Space
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
11
3. PROJECT DESCRIPTION
3.1. APPROVED PROJECT OVERVIEW
The previous approvals established the development potential of approximately 246.41 acres and
permitted the development of up to 302 residences on approximately 91.1 acres, approximately 5.4 acres
for a neighborhood park, development of two water tanks, and approximately 150 acres of Open Space
(Previously Approved Project). The previous approvals also included TTM No. 34249, which subdivided the
subject property into 302 single-family detached residential lots, 12 lettered lots for open space, 2 lettered
lots for water tank sites and one lettered lot for a public park.
As shown in Figure 2-1, the previous approvals permitted the development of 302 total residences,
comprised of:
• 238 Single Family Residential-1 (SF-1) homes and 64 Single Family Residential-2 (SF-2) homes, on
approximately 91.1 acres;
• dedication of approximately 5.4 acres for a neighborhood park; and
• and approximately 150 acres of open space.
3.2. MODIFIED PROJECT FEATURES
Development Summary
The proposed Project requests revisions to TTM No. 34249 to include the designation of approximately
81.32-acre as the proposed Project site. The proposed Project includes the development of 133 single-
family lots comprised of:
• 79 Single Family -1 (SF-1) homes on approximately 24.13 acres and 54 Single Family-2 (SF-2)
homes on approximately 9.4 acres;
• construction of approximately 5.4 acres for a public neighborhood park;
• dedication of approximately 42.39 acres of open space, with access from Cottonwood Canyon
Road.
The proposed Project is as shown below in Figure 3-1, Proposed TTM Site Plan.
Table 3-1 shown below illustrates consistency of the proposed Project’s development compared to the
Approved Project.
Table 3-1: CHESP and Proposed Project Comparison
Land Uses Approved CHESP Project Proposed Project
Acres Density
Range
(du/ac)1
Target
Density
(du/ac)
Target
Yield
Acres Proposed
Density
(du/ac)
Target
Yield2
SF-1 81.7 2-4 2.9 238 24.13 3.23 79
SF-2 9.4 6-12 6.8 64 9.4 5.75 54
Public Park 5.4 Acres 5.4 Acres
Open Space 149.9 42.39
Notes:
1Dwelling units per acre.
2DTP=CHESP Density Transfer Provisions allows for a 20% addition or reduction in number of units.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
12
As shown, the development densities proposed are consistent with the development densities of the Approved
Project. Only development of 133 units is proposed as part of this Project. The remaining land vacant land
would retain a development capacity of 169 single family units over the remaining 155.31 acres as
approved.
Circulation and Access
Consistent with the Approved Project, vehicular access to the Project site would be provided by two, a 46-
foot-wide and 40-foot-wide, direct connections to Cottonwood Canyon Road to the northeast. The Project
site would be serviced by an internal street system, consisting of Private Local Streets, which would connect
directly to Cottonwood Canyon Road. The Private Local Streets sections will have a design right-of-way of
46 feet to ensure safe and adequate mobility for community residents, visitors, and emergency personnel.
The Project includes minor alignment modifications to Cottonwood Canyon Road in order to protect
Cottonwood Creek. Access to the park would be made via a northernly driveway along Cottonwood Canyon
Road.
Curb adjacent sidewalks will be provided throughout the Project site along the Private Local Streets.
Sidewalks would also be provided along the Project frontage, the southern portion of Cottonwood Canyon
Road. Linkage to the park would be provided by a striped crosswalk on Cottonwood Canyon Road.
In addition, Class 2 on-street bicycle lanes are proposed along Cottonwood Canyon Road which would
provide connections to both the north and south.
Parking
The proposed Project would provide garage, driveway, and open street parking. Each residence would
have a two-car garage.
The Project would also provide approximately 8 public parking spaces for the park.
Landscaping and Fencing
Consistent with the Approved Project, a native landscaping plan would be designed to enhance and preserve
the existing Cottonwood Creek and native oak trees. The proposed landscaping would include drought-
tolerant and a native plant palette consisting of ornamental trees, vines, shrubs, and groundcovers throughout
the common areas of the development, such as along private local streets, common walls, site boundary, and
the open space/recreation areas. Trees would be installed along the proposed sidewalks throughout the
project site and along Cottonwood Canyon Road. The proposed Project’s total landscaped area is
approximately 634,335 square feet.
Open Space and Recreation
The Project includes dedication of approximately 42.39 acres of open space comprised of undisturbed
native area including the possible preservation of an existing oak tree within the northeastern SF-1
development. In addition, open space acreage includes a crushed gravel maintenance access from
Cottonwood Canyon Road along the northernly border of the site.
The proposed Project includes the development of the 5.4-acre public neighborhood park consisting of a
recreation center area, community park, and surrounding decomposed granite walking trail. The recreation
center area is planned to be comprised of a restroom facility, a community pool and spa, multi-use open
turf area, and a shade structure seating area with two barbeques. The community park is comprised of
children’s tot-lot, play equipment, and a shade structure with picnic table and seating.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
13
Infrastructure Improvements
Water
Consistent with the Approved Project, domestic water to the proposed Project site, would be provided by
the Elsinore Valley Municipal Water District (EVMWD) from existing infrastructure adjacent to the northeaster
perimeter of the CHESP boundary within Cottonwood Canyon Road.
Sewer
Consistent with the Approved Project, wastewater facilities to the proposed Project site, would be provided
by the EVMWD from existing infrastructure adjacent to the northeaster perimeter of the CHESP boundary.
An existing 15-inch pipeline within Cottonwood Canyon Road would convey wastewater generated by the
Project.
Drainage
Consistent with the Approved Project, drainage for the Project will consist of two systems; an on-site
development area collection and conveyance drainage system and an open space existing natural flow
drainage system. The on-site development area surface flows will be conveyed via curb-face flows along
the internal streets into a storm drain piping system and conveyed to two water quality basins.
Construction
Construction activities include excavation, grading, and re-compaction of soils; utility and infrastructure
installation; building construction; roadway pavement; and architectural coatings. Although the grading
footprint has been reduced compared to that of the Approved Project, excavation and grading would occur,
consistent with the assumptions of the Approved Project.
Construction activities are anticipated to last 24-36 months dependent on economic conditions and would
occur within the hours allowable by the City of Lake Elsinore Municipal Code Section 17.176.080, which
prohibits construction activities between the hours of 7:00 p.m. and 7:00 a.m. or at any time on weekends or
on holidays.
3.3. DISCRETIONARY ACTION
The following City of Lake Elsinore discretionary approvals and permits are anticipated to be necessary
for implementation of the proposed Project:
• Revised Tentative Tract Map No. 34249
• Residential Design Review
Canyon Hills Estates
City of Lake Elsinore
Proposed Site Plan/TTM
Figure 3-1
Canyon Hills Estates
City of Lake Elsinore
Proposed Project Site within CHESP
Figure 3-2
Project Site SF-1 Single Family 1 SF-2 Single Family 2 OS Open Space
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
15
4. ENVIRONMENTAL CHECKLIST
4.1. ENVIRONMENTAL FACTORS POTENTIALLY AFFECTED
The subject areas checked below were determined to be new significant environmental effects or to be
previously identified effects that have a substantial increase in severity either due to a change in project,
change in circumstances or new information of substantial importance, as indicated by the checklist and
discussion on the following pages.
Aesthetics Agriculture/Forestry Resources Air Quality
Biological Resources Cultural Resources Energy
Geology/Soils Greenhouse Gas Emissions Hazards/Hazardous Materials
Hydrology/Water Quality Land Use/Planning Mineral Resources
Noise Population/Housing Public Services
Recreation Transportation Tribal Cultural Resources
Utilities and Service Systems Wildfire Mandatory Findings of
Significances
4.2. DETERMINATION
On the basis of this initial evaluation:
No substantial changes are proposed in the project and there are no substantial changes in the
circumstances under which the project will be undertaken that will require major revisions to the
previous approved ND or MND or certified EIR due to the involvement of new significant
environmental effects or a substantial increase in the severity of previously identified significant
effects. Also, there is no "new information of substantial importance" as that term is used in CEQA
Guidelines Section 15162(a)(3). Therefore, the previously adopted ND or MND or previously
certified EIR adequately discusses the potential impacts of the project without modification.
This CEQA Consistency Analysis concludes that none of the conditions or circumstances that would
require preparation of a subsequent or supplemental MND or EIR pursuant to Public Resources Code
Section 21166 and CEQA Guidelines Section 15162 exists in connection with the design of the
Project. The project is consistent with the Canyon Hills Estates Specific Plan. No substantial changes
have been proposed to the project described in the Canyon Hills Estates Specific Plan or EIR that
require major revisions to the Final EIR or require preparation of an EIR. No new significant
environmental effects or substantial increase in the severity of previously identified significant
environmental effects would occur. The CEQA Consistency Analysis also indicates that there have
not been any substantial changes with respect to the circumstances under which development of the
project site, including the project, would be undertaken that would require major revisions to the
Final EIR or require preparation of an EIR. The CEQA Exemption Study also concludes that no new
information of substantial importance, which was not known and could not have been known at the
time that the EIR was certified, shows that the project would cause or substantially worsen significant
environmental impacts discussed in the EIR.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
16
Substantial changes are proposed in the project or there are substantial changes in the
circumstances under which the project will be undertaken that will require major revisions to the
previous ND, MND or EIR due to the involvement of significant new environmental effects or a
substantial increase in the severity of previously identified significant effects. Or, there is "new
information of substantial importance," as that term is used in CEQA Guidelines Section 15162(a)(3).
However, all new potentially significant environmental effects or substantial increases in the severity
of previously identified significant effects are clearly reduced to below a level of significance
through the incorporation of mitigation measures agreed to by the project applicant. Therefore, a
Subsequent EIR is required.
Substantial changes are proposed in the project or there are substantial changes in the
circumstances under which the project will be undertaken that will require major revisions to the
previous environmental document due to the involvement of significant new environmental effects or
a substantial increase in the severity of previously identified significant effects. Or, there is "new
information of substantial importance," as that term is used in CEQA Guidelines Section 15162(a)(3).
However, only minor changes or additions or changes would be necessary to make the previous EIR
adequate for the project in the changed situation. Therefore, a Supplemental EIR is required.
Substantial changes are proposed in the project or there are substantial changes in the
circumstances under which the project will be undertaken that will require major revisions to the
previous environmental document due to the involvement of significant new environmental effects or
a substantial increase in the severity of previously identified significant effects. Or, there is "new
information of substantial importance," as that term is used in CEQA Guidelines Section 15162(a)(3)
such as one or more significant effects not discussed in the previous EIR. Therefore, a Subsequent
EIR is required.
Signature
Date
Name and Title Lead Agency
Damaris Abraham, Asst. Community Development Director City of Lake Elsinore
February 15, 2024
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
17
5. CEQA CONSISTENCY ANALYSIS
5.1. AESTHETICS
The certified EIR determined that the Approved Project had the potential to produce significant impacts from
light and glare to nearby residents from nighttime street lighting. However, implementation of Mitigation
Measure MM 3.10-1 required the use of high-pressure sodium lighting which minimizes nighttime light, glare
and skyglow, thereby reducing impacts to less than significant. Furthermore, the certified EIR determined
there were no significant impacts related to scenic vistas or scenic highways and impacts to visual character
or quality as a result of development of the Approved Project.
According to the California Department of Transportation’s (Caltrans) State Scenic Highway Mapping System
the nearest officially designated scenic highway to the Project is State Route 74 (SR-74) located
approximately 30 miles east. The nearest eligible scenic highway is Interstate 15 (I-15) located
approximately 2.25 miles west. Neither the officially designated nor eligible scenic highway have a view
of the Project area. As stated in the certified EIR, based on review of the County of Riverside and City of
Lake Elsinore General Plans, the Project site is also not visible from any locally designated scenic highways,
because no locally designated scenic highways are located within the Project site vicinity.
The proposed Project would lead to the development of 133 lots planned single-family residential uses, a
5.4-acre park, and 42.39 acres of dedicated Open Space, within the SF-1, SF-2, and Park zoned areas.
Compared to the Approved Project, the proposed Project would reduce the grading footprint to limit impacts
to surrounding foothills and modify the locations of the two required detention basins; however, there are
no substantial changes to the physical condition of the site, and the scale and scope of the proposed
development is consistent with that previously analyzed. Furthermore, the same location would be developed
for single-family residential uses, and the views and character of the area would change into a
neighborhood, as previously evaluated.
Additionally, the Project would not include additional sources of light and glare that were not identified in
the Approved EIR as the buildout assumption of the Approved Project is the same as the Project.
Implementation of Mitigation Measure MM 3.10-1 and established development review criteria for outdoor
lighting and public street lighting would be sufficient to ensure minimization of light and glare at off-site
properties, thereby reducing impacts to less than significant as discussed in the Certified EIR. Furthermore,
similar to the Approved EIR, the proposed Project would be subject to the CHESP Design Guidelines, City of
Lake Elsinore Municipal Code, and General Plan which would be verified by the City during the plan check
process. As shown in Table 3-1 previously, the development densities proposed are consistent with the
development densities of the Approved Project. Thus, the Project is consistent with the aesthetics determination
in the certified EIR and is consistent with the CHESP.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those of the Approved Project and identified in the certified EIR.
Applicable Mitigation Measures
MM 3.10-1: The Project shall utilize downshielded high-pressure sodium street lighting (or similar standard
low-glare lighting) to ensure minimization of light and glare at off-site properties.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding aesthetics. There have not been 1) changes
related to development of the Project site that involve new significant environmental effects or a substantial
increase in the severity of previously identified effects; 2) substantial changes with respect to the
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
18
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15168 and 15182 also do not require additional environmental review and the
Project is within the scope of the CHESP.
5.2. AGRICULTURE AND FORESTRY RESOURCES
The certified EIR determined the Approved Project would not significantly impact agricultural or forest
resources as no areas on the Project Site are designated Prime Farmland, Unique Farmland or Farmland of
Statewide Importance. The Approved EIR stated areas at the northern portion of the Project site and land
currently developed with residential and institutional uses in the Canyon Hills community to the north of the
Project Site are designated as Farmlands of Local Importance and Grazing Land. The area designated
Farmlands of Local Importance on the Project site encompasses 18 acres and the Project Site area designated
Grazing Land totals 7 acres. The 18 acres of Farmlands of Local Importance on the Project site are part of
a larger land area to the north of the Project site designated Farmlands of Local Importance that totals 454
acres. Similarly, the 7 acres of Grazing Land on the Project site are part of an 851-acre area to the north
of the Project site. The areas designated Farmland of Local Importance and Grazing Land to the north of
the Project site in the Canyon Hills Community has been converted to non-agricultural use or is planned for
nonagricultural uses in the Canyon Hills Specific Plan. The Approved EIR also determined that the limited
amount of land designated Farmland of Local Importance and Grazing Land on the Project site was not
viable for agricultural uses due to the small isolated acreage and the proximity of adjacent residential uses.
In addition, no agricultural activities have occurred since prior to 1938.
According to the California Department of Conservation’s Important Farmland Finder, the approximately
246.41-acre site is classified as analyzed in Approved EIR. Additionally, the site is designated for residential
development and is not designated as agricultural or forest land. The Project site is not currently being used
for and is not intended to be used for agricultural or foresting purposes. Therefore, the Project is consistent
with the agriculture and forest resources determination in the certified EIR and is consistent with the
development envisioned in the CHESP a spart of the Approved Project and no new impacts would occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those of the Approved Project as identified in the certified EIR.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding agriculture and forestry resources. There
have not been 1) changes related to development of the Project site that involve new significant
environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial
changes with respect to the circumstances under which development of the Project site is undertaken that
require major revisions of the certified EIR due to the involvement of new significant environmental effects or
a substantial increase in the severity of previously identified effects; or 3) the availability of new information
of substantial importance relating to significant effects or mitigation measures or alternatives that were not
known and could not have been known when the certified EIR was certified as completed.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
19
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.3. AIR QUALITY
The previously certified EIR determined impacts from localized thresholds for PM10 and PM2.5 during long-
term operation of the Approved Project would be less than significant. However, short-term construction
activities of the Approved Project would not be met, even with the application of mitigation measures during
grading. Therefore, the localized particulate emissions resulting from grading and heavy equipment usage
would remain significant and unavoidable after mitigation.
Additionally, as required for the proposed Project, the Approved Project was required to comply with
feasible and applicable SCAQMD requirements and control measures for new developments, and must also
comply with prohibitory rules, such as Rule 403 for the control of fugitive dust. The previously certified EIR
determined by meeting these requirements, the Approved Project would be consistent with growth projections
assumed in the emissions inventories for both the AQMP and will also be consistent with the goals and
objectives of the AQMP. Therefore, the Project is consistent with the air quality plan consistency determination
in the certified EIR and no new impacts would occur.
As previously stated, the proposed Project would not change or increase the overall density or unit count as
previously approved. In addition, the proposed Project would develop 91.1 acres of the 246.41-acre to
construct 133 of the previously approved 302 maximum allowed single-family residential lots; and dedicate
approximately 42.39 acres of the previously approved 150 acres open space. Thereby, with development
of proposed Project site, the proposed Project’s construction and operational air quality impacts would be
reduced as compared to those previously analyzed in the certified EIR. Furthermore, air quality has improved
dramatically in the South Coast Air Basin (SCAB) since the certification of the EIR in 2007 as a result of
increasingly stringent air quality standards. Thus, the emissions associated with projects that are built today
are less than what they would have been at the time of the Approved Project and certified EIR. Therefore,
the proposed Project is consistent with the air quality determination in the certified EIR and no new impacts
would occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those of the Approved Project, as identified in the certified EIR.
Applicable Mitigation Measures
MM 3.5-1a: The following procedures shall be implemented daily during all phases of site clearing, grading,
and excavation in order to reduce construction-related emissions of PM10 and PM2.s:
• Disturbed soil surfaces shall be watered three times per day;
• Construction equipment with low emission factors and high energy efficiency shall be used;
• All construction equipment shall be properly and routinely maintained as recommended by
manufacturer manuals during all phases of construction;
• During all phases of construction, all contractors shall restrict idling time to five minutes or less in any
given hour;
MM 3.5-1b: The following measures shall be implemented during all phases of construction, including paving
and architectural coating applications, in order to reduce construction-related emissions of VOCs:
• Only Zero-VOC paints (assumes no more than 100 gram/ liter of VOC) shall be used for
architectural coatings during initial construction; and
• No more than 18 homes per week shall be painted.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
20
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding air quality. There have not been 1) changes
related to development of the Project site that involve new significant environmental effects or a substantial
increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.4. BIOLOGICAL RESOURCES
As determined in the certified EIR, impacts associated with habitat and/or sensitivity of plant and wildlife
species would be less than significant with implementation of project design features and mitigation
measures. Overall, the certified EIR determined the creation of additional wetland/ southern willow scrub in
the floodplain shall ensure that no net loss of wetlands will occur as a result of the Approved Project.
Moreover, inclusive of project design features and mitigation measures, would mitigate all significant adverse
impacts to; oak woodlands, Stephens' kangaroo rat, nesting birds, and jurisdictional features to less than
significant.
As previously stated, the proposed Project is a smaller portion of the larger previously Approved CHESP
area. The proposed development would occur as analyzed in the certified EIR, albeit to a lesser degree.
The proposed Project is not expected to impact any jurisdictional waters and would comply with applicable
mitigation measures below, if needed. In addition, the Project is proposing modifications to the grading plan
to reduce grading impacts to the adjacent hillsides. Due to the proposed Project’s development within the
footprint of the Approved Project site, the proposed Project is also required to implement project design
features and mitigation measures outlined in the certified EIR to reduce impacts to oak woodlands, Stephens'
kangaroo rat, nesting birds, and jurisdictional features to less than significant. As a result, the proposed
Project is consistent with the biological resource determinations in the certified EIR and no new impacts would
occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the certified EIR.
Applicable Mitigation Measures
MM 3.8-1: All coast live oak trees to be removed during grading shall be Identified and tagged in the field
by the project biologist and verified prior to final removal. The applicant shall mitigate the removed trees
at a 4:1 replacement ratio using one 24-inch box container tree, two 15-gallon container trees, and one 5-
gallon container tree. The replacement coast live oak shall be planted on-site as directed by the project
biologist or Landscape Architect pursuant to the Tree Preservation Plan. The planting locations include the
project neighborhood park, fuel modification areas, and along common area landscape buffer areas. All
tree removal and mitigation requirements shall be reviewed and approved in writing by the project biologist
or Landscape Architect prior to project acceptance.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
21
MM 3.8-2: Potential impacts to migratory bird species shall be mitigated below a level of significance
through one of the following two ways:
• Vegetation removal activities shall be scheduled outside the nesting season to avoid potential
Impacts to nesting birds. The nesting season is typically February 15 through August 15. This would
insure that no active nests would be disturbed and that habitat removal could proceed rapidly.
• Prior to commencement of clearing or grading during the nesting season, all suitable habitat shall
be thoroughly surveyed for the presence of nesting birds by a qualified biologist. To minimize
impacts, if any active nests are detected, a buffer of at least 100 feet (300 feet for raptors) shall
be delineated, flagged, and avoided until the nesting cycle is complete, as determined by the
biological monitor.
MM 3.8-3a: The Applicant shall pay fees in accordance with the USFWS approved Habitat Conservation
Plan (HCP) for Stephens' kangaroo rat.
MM 3.8-3b: The Applicant shall pay the required standard Western Riverside County Multiple Species
Habitat Conservation Plan (MSHCP) developer Impact fees.
MM 3.8-4: The following measures shall reduce impacts to ACOE, RWQCB and CDFG jurisdictional areas
to below a level of significance:
• On- and off-site replacement of ACOE and RWQCB jurisdictional waters and wetlands at a ratio
no less than 2:1. Off-site replacement shall include the purchase of mitigation credits at an agency-
approved off-site mitigation bank.
• On- and off-site replacement of CDFG jurisdictional streambed and associated riparian habitat at
a ratio no less than 2:1. Off-site replacement shall include the purchase of mitigation credits at an
agency-approved off-site mitigation bank.
• On-site mitigation includes 2.30 acres of riparian enhancement, restoration, and creation within
ACOE/RWQCB and CDFG jurisdiction. This includes an approximately 50-foot-wide riparian buffer
around Cottonwood Canyon Creek covering approximately 1.20 acres. Riparian enhancement shall
include the removal of fill material that has encroached on the floodplain, eradication of non-native
species, and seeding and staking of native plants. The riparian buffer shall be planted adjacent to
the riparian areas and will include additional riparian habitat within CDFG jurisdiction.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding biological resources. There have not been
1) changes related to development of the Project site that involve new significant environmental effects or a
substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
22
5.5. CULTURAL RESOURCES
The certified EIR determined the Approved Project implement mitigation measures to reduce impacts to
unknown cultural resources during ground-disturbance activities. Such resources as stated in the certified EIR
included Native American resources (known to exist within the City), identified prehistoric resources on-site,
and human remains. The Approved Project’s mitigation measures consist of Native American and
Archaeological monitoring, testing and recovery protocols, and timing and implementation responsibilities.
As previously stated, development of the proposed Project would be within a smaller portion of the larger
previously Approved CHESP area. In addition, the Project includes a reduction to grading plan, thereby
reducing the grading footprint and potential impacts specific to the adjacent hillsides. The proposed
development would occur as analyzed in the certified EIR, albeit to a lesser degree. Due to the proposed
Project’s development within the footprint of the Approved Project site as analyzed, the proposed Project
would also be required to implement mitigation measures as included in the certified EIR to reduce impacts
to unknown cultural to less than significant. As a result, the proposed Project is consistent with the cultural
resources determinations in the certified EIR, consistent with the Approved Project and CHESP, and no new
impacts would occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the Approved EIR.
Applicable Mitigation Measures
MM 3.11-1a: Prior to the issuance of any grading permits, a preservation easement shall be established to
restrict the use and development of Locus 3 of TS-01. A 10-meter buffer outside the locus area shall be
established to protect the delineated site area and any associated subsurface components. Protective fencing
during construction shall be provided to protect Locus 3. In addition, any surface and/or subsurface artifacts
shall be collected, analyzed, and reported to avoid the Indirect impacts resulting from unauthorized
collecting. These recovered artifacts shall be housed at a curatorial facility in compliance with 36 CFR 79.
MM 3.11-1b: Prior to the issuance of any grading permits, a Phase II cultural resources testing and evaluation
program shall be conducted for TS-01 and TS-02. The Phase II evaluation plan shall contain a research
design and field methodology designed to recover data amendable to testing the site's ability to yield
answers to questions of interest to the public and/ or scientific community. Testing shall include supplemental
mapping, surface collections with spatial controls, subsurface excavations, recovery of special samples (e.g.
carbon and/or soil samples), analysis, and report production presenting the results of the Phase II studies. If
Phase II testing determines the presence of a "unique archaeological resource" under Public Resources Code
Section 21083.2, the report shall include measures to avoid or mitigate Impacts to the sites. Where
avoidance of significant resources is not feasible, Phase Ill investigations (data recovery) shall be completed.
All testing and evaluation shall be supervised by an Individual or individuals meeting the Secretary of the
Interior's Professional Qualifications Standards as a qualified prehistoric archaeologist for Site TS-01 and
as an historic archaeologist for Site TS-02 and/or a Registered Professional Archaeologist (RPA) with similar
qualifications.
MM 3.11-1c: If the Phase II cultural resources evaluation program determines that a given resource is eligible
for listing on the California Registry of Historic Resources (CRHR) and/or local listings and therefore meets
the definition of an "historical resource," an impact determination shall be made prior to issuance of grading
permits. If the impacts are determined to be significant, a treatment plan shall be implemented to mitigate
impacts to below a level of significance. If preservation through easement is not feasible, a data recovery
program shall be implemented. The data recovery program shall entail, at a minimum, the collection of
surface materials and a sufficient sample of buried materials, analysis, and reporting of recovered materials,
as well as cu ration of these materials at a curatorial facility in compliance with 36 CFR 79.
MM 3.11-1d: As required in the grading permit, archaeological monitoring shall be conducted as part of
any ground disturbance including topsoil disturbances with special emphasis on the vicinity of TS-01 and TS-
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
23
02 in an effort to identify any unknown archaeological resources. Any newly discovered cultural resource
deposits shall be subject to a cultural resources evaluation (see MM 3.11-1b and 3.11-1c).
MM 3.11-1e: Mitigation Measures 3.11-2a through 3.11-2c include provisions for Native American
consultation and monitoring, and shall apply to all activities undertaken with respect to Site TS-01.
MM 3.11-2a: At least 30 days prior to seeking a grading permit, the project applicant shall contact the
Pechanga Band of Luiseño Indians for the purpose of notifying the Tribe of the grading, excavation and
monitoring program, and to coordinate with the City of Lake Elsinore and the Pechanga Band of Luiseño
Indians to develop a Cultural Resources Treatment and Monitoring Agreement. The Agreement shall address
the designation, responsibilities, and participation of Native American monitors during grading, excavation
and ground disturbing activities; project grading and development scheduling; terms of compensation: and
treatment and final disposition of any cultural resources, sacred sites, and human remains discovered on the
site. The City of Lake Elsinore shall be the final arbiter of any disputes concerning the conditions Included in
the Agreement.
MM 3.11-2b: Prior to issuance of any grading permit, the project archaeologist shall file a pregrading
report with the City and County (if required) to document the proposed methodology for grading activity
observation. Said methodology shall include the requirement for a qualified archaeological monitor to be
present and to have the authority to stop and redirect grading activities. In accordance with the Agreement
required in MM 3.11-2a, the archaeological monitor's authority to stop and redirect grading will be
exercised in consultation with the Pechanga Band of Luiseño Indians in order to evaluate the significance of
any archaeological resources discovered on the property. Tribal monitors from the Pechanga Band of Luiseño
Indians shall be allowed to monitor all grading, excavation and groundbreaking activities, and shall also
have the authority to stop and redirect grading activities in consultation with the project archaeologist.
MM 3.11-2c: If human remains are encountered, State Health and Safety Code Section 7050.5 shall apply
and no further disturbance shall occur until the County Coroner has made a determination of origin and
disposition pursuant to Public Resources Code Section 5097 .98. The Riverside County Coroner shall be
notified of the find immediately. If the remains are determined to be prehistoric, the Coroner will notify the
Native American Heritage Commission (NAHC), which will determine and notify a Most Likely Descendant
(MLD). With the permission of the landowner or his/her authorized representative, the MLD may inspect the
site of discovery. The MLD shall complete the inspection within 24 hours of notification by the NAHC. The
MLD may recommend scientific removal and nondestructive analysis of human remains and items associated
with Native American burials. Adherence to Health and Safety Code Section 7050.5 is required as a matter
of course.
MM 3.11-3a: Prior to the issuance of any grading permits, a reconnaissance survey of the Pleistocene older
fan deposits shall be required. This survey shall determine the paleontological sensitivity of these deposits
through analysis of soil lithology.
MM 3.11-3b: As required in the grading permits, any paleontologically sensitive deposits shall require the
preparation and implementation of a paleontological mitigation plan that may include full- or part-time
monitoring by a qualified paleontologist, as well as protocols for recovery, identification, analysis, reporting
and curation of significant resources should they occur. Deposits not considered likely to produce fossils may
be graded without monitoring by a qualified paleontologist(s) with the caveat that work be halted in the
area of fossil resource finds until such time as a qualified paleontologist can determine the nature of the find
and makes appropriate recommendations (e.g., recovery and curation).
MM 3.11-3c: All excavation in areas likely to contain paleontological resources shall be monitored by a
qualified vertebrate paleontological monitor. The monitor shall be equipped to salvage fossils as they are
unearthed to avoid construction delays and to remove samples of sediments that are likely to contain the
remains of small fossil vertebrates. This monitor will be empowered to halt construction activities as necessary
to protect any resources uncovered. Recovered specimens will be identified and curated into a museum
repository with retrievable storage. A report will be made of findings, including an itemized inventory. This
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
24
report will be submitted to the County of Riverside and the San Bernardino County Museum Department of
Earth Sciences.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding cultural resources. There have not been 1)
changes related to development of the Project site that involve new significant environmental effects or a
substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.6. ENERGY
The certified EIR analyzed energy impacts within the utilities section, consistent with the CEQA Guidelines at
the time. The certified EIR determined the Approved Project will not result in the use of large amounts of
energy or use energy in a wasteful manner, and impacts would be less than significant. As stated in the
certified EIR, required fees and implementation of Standard Conditions (compliance with Title 24) and best
management practices would further reduce any energy impacts from implementation of the Approved
Project. Furthermore, the Approved Project would be adequately served without interruption by Southern
California Edison (SCE) and the provision of energy services and facilities could be accomplished without
significant environmental impacts.
As previously stated, development of the proposed Project would be within a smaller portion of the larger
previously Approved CHESP area. As such, the proposed Project includes the development of 133 of the
previously approved 302 maximum allowed single-family residential lots, within the allowable development
densities and land use designations of the CHESP. Furthermore, The California Title 24 Building Energy
Efficiency Standards are designed to ensure new and existing buildings achieve energy efficiency and
preserve outdoor and indoor environmental quality. These measures (Title 24, Part 6) are listed in the
California Code of Regulations. The California Energy Commission is responsible for adopting, implementing
and updating building energy efficiency. Local city and county enforcement agencies have the authority to
verify compliance with applicable building codes, including energy efficiency. All development is required
to comply with the adopted California Energy Code (Code of Regulations, Title 24 Part 6), which is ensured
through the City’s development permitting process. Therefore, operation of the proposed Project would
generate demand for electricity, natural gas, as well as gasoline for fuel tanks albeit to a lesser degree
than the larger Approved Project development as analyzed. Thus, the proposed Project is consistent with the
energy analysis in the certified EIR, consistent with the Approved Project and CHESP, and no new impacts
would occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the Approved EIR.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
25
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding energy. There have not been 1) changes
related to development of the Project site that involve new significant environmental effects or a substantial
increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.7. GEOLOGY AND SOILS
The certified EIR determined that the Project Site is suitable for Approved residential development provided
that the recommendations in the Geotechnical Report prepared for the Approved Project are implemented.
The certified EIR stated that based on the analysis and professional opinion expressed in the Geotechnical
Report prepared for the Approved Project, potential geology, seismicity and soils impacts would remain less
than significant and no mitigation measures would be required.
In addition, the certified EIR determined the Approved Project would use a variety of erosion control
measures to minimize erosion during construction and operation of which included site design features, best
management practices, and adherence to city standards for grading, drainage, and landscape cover. With
proper implementation of these measures as analyzed in the certified EIR, the Approved Project was
determined to have less than significant impact on erosion.
As previously stated, the proposed Project is a smaller portion of the larger previously Approved CHESP
area. The proposed Project’s development would occur as analyzed in the certified EIR, albeit to a lesser
degree. Due to the proposed Project’s development within the footprint of the Approved Project site, the
proposed Project would also be required to implement similar geotechnical recommendations as included in
the certified EIR to reduce potential geology, seismicity and soils impacts to less than significant. Thus, the
proposed Project is consistent with the certified EIR, consistent with the Approved Project and CHESP, and no
new impacts would occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those of the Approved Project, as identified in the certified EIR.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding geology and soils. There have not been 1)
changes related to development of the Project site that involve new significant environmental effects or a
substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
26
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.8. GREENHOUSE GAS EMISSIONS
The certified EIR did not evaluate impacts related to generation greenhouse gas emissions (GHG) or as the
threshold was not included in CEQA Guidelines Appendix G at the time the certified EIR was written. While
GHGs existed at the time of the certified EIR, CEQA thresholds went into effect March 2010. Because at the
time the certified EIR was certified, GHG impacts were known or should have been known, adoption of the
requirement to analyze GHG does not constitute significant new information, requiring preparation of a
subsequent or supplemental EIR (Concerned Dublin Citizens v. City of Dublin (2013) 214 Cal.App.4th 1301,
1320). In addition, the City of Lake Elsinore Climate Action Plan (CAP) was adopted in 2011, which is a
long-range plan to reduce communitywide GHG emissions from activities within the City limits. The CAP
includes a baseline inventory of community-wide and local government (municipal) emissions for the 2008
calendar year and a business-as-usual forecast for the years 2020 and 2030. As such, buildout of the
Approved CHESP had been included as part of the CAP assumptions.
The Approved Project assumed development of 302 maximum allowed single-family residences within the
entire 246.41-acre approved CHESP area at buildout. The proposed Project would develop 133 single-
family residences on approximately 91.1 acres along with associated infrastructure, landscape, park area,
and open space. Implementation of the Project would not change or increase the density of the residential
units. Therefore, the Project would be within the overall buildout assumptions of the CHESP and there would
be no change in the proposed density and total number of units. Thus, the Project impacts would be consistent
with the CAP, the Approved Project and CHESP, and no new impacts would occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the Approved EIR.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding greenhouse gas emissions. There have not
been 1) changes related to development of the Project site that involve new significant environmental effects
or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect
to the circumstances under which development of the Project site is undertaken that require major revisions
of the certified EIR due to the involvement of new significant environmental effects or a substantial increase
in the severity of previously identified effects; or 3) the availability of new information of substantial
importance relating to significant effects or mitigation measures or alternatives that were not known and
could not have been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
27
5.9. HAZARDS AND HAZARDOUS MATERIALS
The certified EIR determined the Approved Project would not result in significant delays or decreases in
roadway levels of service; therefore, would not impair implementation of or physically interfere with an
adopted emergency response plan or emergency evacuation plan and impacts would be less than significant.
In addition, the Approved Project was determined that it would not emit hazardous emissions or involve the
handling of hazardous materials, therefore no significant hazardous materials impacts would result within¼
mile of Cottonwood Canyon Elementary School. Furthermore, the Approved Project is not located within two
miles of a public airport, public use airport, or private airstrip, nor on a site which is included on a list of
hazardous materials site complied pursuant to Government Code Section 65962.5. Therefore, the certified
EIR determined no significant impacts would result.
Due to the Approved Project’s required demolition of the existing homes onsite, the regulations and programs
noted in the following mitigation measures were required to be implemented as necessary to ensure that
construction workers and the general public would not be exposed to any unusual or excessive risks related
to hazardous materials during demolition activities. As such, the certified EIR determined impacts associated
with the exposure of construction workers and the public to hazardous materials during demolition activities
would be mitigated to a level that is less than significant.
As previously stated, the proposed Project is a smaller portion of the larger previously Approved CHESP
area. The proposed development and demolition activities would occur as analyzed in the certified EIR,
albeit to a lesser degree. Due to the proposed Project’s development within the footprint of the Approved
Project site, the proposed Project would also be required to implement project design features and mitigation
measures as included in the certified EIR to reduce impacts associated with the exposure of construction
workers and the public to hazardous materials during demolition activities to less than significant.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the Approved EIR.
Applicable Mitigation Measures
MM 3.9-1a: Documentation of the ACM and LBP survey per SCAQMD and State regulations shall be
submitted to the City of Lake Elsinore upon characterization of potentially hazardous materials. If one or
both of these substances are found, appropriate remediation measures shall be undertaken pursuant to
Mitigation Measures 3.9-lb and/ or 3.9-lc, as applicable.
MM 3.9-1b: If determined necessary as an outcome of the ACM survey, and as part of structural demolition
activities, a State-licensed abatement contractor shall abate any material with asbestos content of one
percent or greater by transportation under manifest and disposal at a State-licensed disposal facility
consistent with SCAQMD Rule 1403. Documentation shall be submitted to the City of Lake Elsinore upon
characterization of potentially hazardous materials and upon completion of abatement operations.
MM 3.9-1c: If determined necessary as an outcome of the LBP survey, and as part of structural demolition
activities, a State-licensed abatement contractor shall abate any LBP materials by transportation under
manifest and disposal at a State-licensed disposal facility. All other types of hazardous materials shall be
characterized and quantified, with removal, transport and disposal methods specified for each waste type.
Documentation shall be submitted to the City of Lake Elsinore upon characterization of potentially hazardous
materials and upon completion of abatement operations.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding hazards and hazardous materials. There
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
28
have not been 1) changes related to development of the Project site that involve new significant
environmental effects or a substantial increase in the severity of previously identified effects; 2) substantial
changes with respect to the circumstances under which development of the Project site is undertaken that
require major revisions of the certified EIR due to the involvement of new significant environmental effects or
a substantial increase in the severity of previously identified effects; or 3) the availability of new information
of substantial importance relating to significant effects or mitigation measures or alternatives that were not
known and could not have been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.10. HYDROLOGY AND WATER QUALITY
The certified EIR determined all Approved Project-related hydrology and water quality impacts would be
reduced to less than significant levels with implementation of the proposed storm drain and water quality
improvements, standard regulatory conditions, and project-specific conditions of approval. As stated in the
certified EIR, with implementation of the Approved Project SWPPP, WQMP, and Post-Construction
Management Plan, construction and post-development stormwater discharge impacts would be reduced to
less than significant. In addition, the certified EIR determined, with implementation and monitoring of the
Project Specific WQMP, the Approved Project would not result in substantial water quality or sedimentation
impacts to Cottonwood Creek, nor would it affect the identified beneficial uses, therefore the Approved
Project would not violate any water quality standards or waste discharge requirements, or otherwise
substantially degrade water quality. Additionally, the certified EIR determined groundwater supplies will
not be adversely impacted by the Approved development and no impact would occur.
In addition, the certified EIR determined the entire site is in Zone X, not a special flood hazard area (SFHA),
which is the designation given to areas of 100-year flood with average depths of less than one foot or with
drainage areas less than one square mile.
As previously stated, the proposed Project is a smaller portion of the larger previously Approved CHESP
area. The proposed development would occur as analyzed in the certified EIR, albeit to a lesser degree.
Similar to the Approved Project land use acreage calculations, approximately half of the proposed Project
site (91.1 acres) will remain as open space (42.39 acres), and a majority of the streambeds and drainages
will remain undisturbed. In addition, as stated previously, the grading footprint would be reduced to limit
impacts to surrounding foothills and the Cottonwood Canyon Road alignment has been modified to protect
Cottonwood Creek. Furthermore, the proposed Project would comply with updated standards for water
quality, by having off-site flows separated from onsite flows and on-site flows of which will be treated within
water quality basins located along northern edge of Project site as planned per the CHESP.
Similar to the Approved Project, the proposed Project does not propose construction of any groundwater
wells since public water sources will be provided to the site via EVMWD transmission mains. Therefore, no
impact to groundwater supplies or recharge areas would result.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those of the Approved Project, as identified in the certified EIR.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding hydrology and water quality. There have
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
29
not been 1) changes related to development of the Project site that involve new significant environmental
effects or a substantial increase in the severity of previously identified effects; 2) substantial changes with
respect to the circumstances under which development of the Project site is undertaken that require major
revisions of the certified EIR due to the involvement of new significant environmental effects or a substantial
increase in the severity of previously identified effects; or 3) the availability of new information of substantial
importance relating to significant effects or mitigation measures or alternatives that were not known and
could not have been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.11. LAND USE AND PLANNING
The certified EIR determined that the Approved Project would result in no impacts to land use and planning.
The Approved Project was designed as an extension of the adjacent Canyon Hills community to the north,
and water, sewer, electricity, natural gas, waste, fire, police, institutional uses, and commercial facilities
would be available from the City of Lake Elsinore through the community of Canyon Hills. Additionally, the
Approved Project site is vacant and topographically oriented to the City of Lake Elsinore and the Canyon
Hills community, the annexation to the City of Lake Elsinore was determined in the certified EIR would not
divide an established community.
As previously stated, the proposed Project is a smaller portion of the larger previously Approved CHESP
area. The proposed development would occur as analyzed in the certified EIR, albeit to a lesser degree. As
stated in the Project Description, Table 3-1, the proposed Project would maintain the Approved Project’s
density, and the CHESP land use designations of SF-1, SF-2, Public Park, and Open Space. Additionally, the
Project presents home types to support the goals and the ongoing build-out of the CHESP. Thus, the proposed
Project would not divide an established community nor conflict with any applicable land use plan, policy
adopted for the purpose of avoiding or mitigating an environmental impact, or conflict with any applicable
land use plan, policy, or regulation of an agency with jurisdiction over the Project. Therefore, the Project is
consistent with the conclusions in the certified EIR, and no new impacts would occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the Approved EIR.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding land use and planning. There have not been
1) changes related to development of the Project site that involve new significant environmental effects or a
substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
30
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.12. MINERAL RESOURCES
The certified EIR determined that the Approved Project would result in no impacts to mineral resources.
According to the City’s General Plan EIR, the City, including the Project site, is within Mineral Resource Zone
3 (MRZ-3), which is defined as an area containing mineral deposits, the significance of which cannot be
evaluated from available data. Consistent with the findings of the certified EIR, the Project site occurs within
a portion of the Approved Project site which is located in an urban setting and is not designated for mineral
resource extraction; therefore, the proposed Project would not result in the loss of availability of a mineral
resource or a mineral resource recovery site.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the Approved EIR.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding mineral resources. There have not been 1)
changes related to development of the Project site that involve new significant environmental effects or a
substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.13. NOISE
The certified EIR determined that the Approved Project would not result in increases in existing noise levels.
However, grading operations within 100 feet of an existing offsite residence and within 57 feet of existing
offsite residences would have the potential to cause the Noise Ordinance standard to be exceeded.
Therefore, the following mitigation measures would reduce potential impacts to a less than significant level.
As previously stated, the proposed Project is a smaller portion of the larger previously Approved CHESP
area. The proposed development activities would occur as analyzed in the certified EIR, albeit to a lesser
degree. Due to the proposed Project’s development within the footprint of the Approved Project site, the
proposed Project would also be required to implement mitigation measures as included in the certified EIR
to reduce impacts associated with off-site construction related noise impacts to less than significant.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the Approved EIR.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
31
Applicable Mitigation Measures
MM 3.4-1: Project construction operations within 100 feet of any off-site residences shall be monitored by
a qualified acoustical consultant to ensure that the construction noise level limit of the City of Lake Elsinore
Noise Ordinance is not violated. At the recommendation of the acoustical consultant, the operation may utilize
temporary noise control measures, such as limiting the duration of hourly construction activity, placement of
temporary barriers, or equivalent measures, to ensure compliance with the City's Noise Ordinance.
MM 3.4-2: Project construction operations within 57 feet of any off-site residences shall utilize a smaller
dozer for this portion of construction so that vibration impacts will be lessened to below the City of Lake
Elsinore Noise Ordinance standard, or the dozer operations within 57 feet of the residence must be
performed when the residence is temporarily unoccupied. Such work shall be monitored by a qualified
acoustical consultant to ensure that the vibration standard of the Noise Ordinance is not violated.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding noise. There have not been 1) changes
related to development of the Project site that involve new significant environmental effects or a substantial
increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.14. POPULATION AND HOUSING
As stated in the certified EIR, the City's Housing Element is in compliance with State regulations and
acknowledges that there is an increasing demand for housing in the Lake Elsinore region. The certified EIR
determined that the Approved Project would result in less than significant impacts to population and housing.
As previously stated, the proposed Project would not change or increase the overall density or unit count as
previously approved. In addition, the proposed Project would develop 91.1 acres of the 246.41-acre to
construct 133 of the previously approved 302 maximum allowed single-family residential lots; and dedicate
approximately 42.39 acres of the previously approved 150 acres open space. Therefore, the Project would
be within the buildout assumption of the CHESP and the Approved Project. Thus, the proposed Project is
consistent with what was analyzed in the certified EIR.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the certified EIR.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding population and housing. There have not
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
32
been 1) changes related to development of the Project site that involve new significant environmental effects
or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect
to the circumstances under which development of the Project site is undertaken that require major revisions
of the certified EIR due to the involvement of new significant environmental effects or a substantial increase
in the severity of previously identified effects; or 3) the availability of new information of substantial
importance relating to significant effects or mitigation measures or alternatives that were not known and
could not have been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.15. PUBLIC SERVICES
The certified EIR determined that the Approved Project would result in a less than significant impact related
to fire protection, police protection, schools, public facilities, or other governmental services. The previously
certified EIR stated that the Approved Project would include substantial improvements to roads, parks,
parkway landscaping, drainage facilities, all requiring ongoing and long-term maintenance. Additionally,
the Approved Project included a requirement for the formation of a Homeowners Association with
appropriate Conditions, Covenants and Restrictions (C.C.&R.'s), as necessary to partially offset the long-term
public maintenance costs related to the Approved Project. The Project is consistent with the determination of
the certified EIR. Implementation and development of the Project would not change the residential land use,
the overall density, or the total amount of units of the Approved Project. Therefore, the Project is consistent
with the conclusions in the certified EIR.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the certified EIR.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding public services. There have not been 1)
changes related to development of the Project site that involve new significant environmental effects or a
substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
33
5.16. RECREATION
The certified EIR analyzed potential recreational impacts within Public Services, consistent with the CEQA
guidelines at the time. The certified EIR determined that the Approved Project would result in less than
significant impacts to recreation. The Approved Project dedicated 5.4 acres of land for a park rather than
paying the in-lieu fee and the certified EIR determined the provision of this public park would meet the City's
performance standard.
As described above, the proposed Project would be consistent with the buildout assumptions and density of
the Approved Project and there would be no increase in the residential buildout previously analyzed.
Furthermore, buildout of the proposed Project includes the development of the approved park and open
space. Thus, the proposed Project is consistent with what was analyzed in the certified EIR, and no new
impacts would occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the Approved EIR.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding recreation. There have not been 1) changes
related to development of the Project site that involve new significant environmental effects or a substantial
increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.17. TRANSPORTATION
The certified EIR analyzed transportation impacts within Traffic and Circulation, consistent with the CEQA
guidelines at the time. The certified EIR determined, with an approved construction traffic control plan,
construction traffic impacts would be less than significant. Additionally, the Approved Project would comply
with all applicable design requirements and the conditions of approval required that the Approved Project
entrances be reviewed for conformity with sight distance standards in order to ensure safe vehicular turning
movements and access. Thus, the Approved Project would not increase hazards due to a design feature nor
result in inadequate emergency access.
The certified EIR stated, although the Approved Project would participate in the TIF and TUMF transportation
improvement programs, the Approved Project's individual and cumulative traffic and circulation impacts for
the Year 2010 and Year 2025 were considered potentially significant and unavoidable. The certified EIR
determined, because the possibility existed that the Year 2010 improvements might not be constructed by
2010 and there were no improvement program available at the time the Approved Project was analyzed
to mitigate the Approved Project’s individual 2025 impacts, therefore impacts were determined to be
significant and unavoidable.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
34
As previously stated, the proposed Project is a smaller portion of the larger previously Approved CHESP
area. The proposed Project would construct 133 of the previously approved 302 maximum allowed single-
family residential lots. Thus, transportation impacts from the proposed Project would be reduced when
compared to the previously analyzed buildout of the CHESP. In addition, the proposed Project would not
change or alter the access or the circulation as previously approved for buildout of the CHESP. Therefore,
the proposed Project is consistent with what was analyzed in the certified EIR. As a result, no new impacts
would occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the Approved EIR.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding transportation. There have not been 1)
changes related to development of the Project site that involve new significant environmental effects or a
substantial increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.18. TRIBAL CULTURAL RESOURCES
The certified EIR analyzed tribal cultural resources impacts within Cultural Resources section, consistent with
the CEQA guidelines at the time. The certified EIR determined the Approved Project, with implementation of
Native American monitoring during grading, excavation and other ground disturbance activities would
reduce impacts to undiscovered cultural resources. The certified EIR stated, per the cultural resources
assessment prepared for the Approved Project, since Luiseño/Pechanga resources are known to exist within
the City of Lake Elsinore area, and the presence of known archaeological sites (two) and a prehistoric cultural
resource on the Project site, grading activities would have the potential to impact sensitive resources. To
reduce impacts to less than significant, the certified EIR implemented Mitigation Measure MM 3.11-2a and
MM 3.11-2b requiring the presence of Native American and Archaeological monitoring during site grading
and excavation, as well as during evaluation testing and any subsequent studies of the known archaeological
sites. Additionally, the California Health and Safety Code, Section 7050.5 requires that if human remains
are discovered in the Project site, disturbance of the site shall halt and remain halted until the coroner has
conducted an investigation. If the coroner determines that the remains are those of a Native American, they
shall contact, by telephone within 24 hours, the Native American Heritage Commission.
As with the Approved Project, the proposed Project would require similar site preparation and grading
activities to allow for development of the Project as previously analyzed. As a result, the proposed Project
would also implement Mitigation Measure MM 3.11-2a and MM 3.11-2b requiring Native American and
Archaeological monitoring. Therefore, the Project would not result in new significant impacts related to tribal
cultural resources during all grading and testing activities. Therefore, the Project is consistent with the
conclusions in the Approved EIR, the CHESP, and no new impacts would occur.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
35
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the certified EIR.
Applicable Mitigation Measures
MM 3.11-2a. Listed previously in Section 5.5, Cultural Resources.
MM 3.11-2b. Listed previously in Section 5.5, Cultural Resources
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding tribal cultural resources. There have not
been 1) changes related to development of the Project site that involve new significant environmental effects
or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect
to the circumstances under which development of the Project site is undertaken that require major revisions
of the certified EIR due to the involvement of new significant environmental effects or a substantial increase
in the severity of previously identified effects; or 3) the availability of new information of substantial
importance relating to significant effects or mitigation measures or alternatives that were not known and
could not have been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.19. UTILITIES AND SERVICE SYSTEMS
The certified EIR determined that the Approved Project would result in less than significant impacts to utilities
and service systems. The Approved Project was determined to require new on-site utility facilities and off-
site connections to existing facilities, however construction of the facilities would not cause significant
environmental effects. The certified EIR also determined the Approved Project would have sufficient water
supplies to serve the Project from existing entitlements and resources, without new or expanded entitlements.
However, because of the existing setting and topography of the Approved Project site, the Approved Project
was required to extend off-site infrastructure and construct new water facilities under the authority of
EVMWD to serve the site. These impacts were determined to be less than significant within the certified EIR.
Additionally, solid waste and energy impacts were determined to be less than significant and project-specific
mitigation measures were not required.
As previously stated, the proposed Project is a smaller portion of the larger previously Approved CHESP
area and development of the proposed Project includes 133 of the 302 allowed residential units. Therefore,
the proposed development would result in fewer impacts related to utilities and service systems when
compared to the maximum buildout of the CHESP as previously approved. In addition, the proposed Project
site would only include the required extension of EMWD infrastructure for the proposed development.
However, as previously analyzed in the certified EIR, the proposed Project would be adequately served by
EMWD for potable water and sewer services and was accounted for the 2020 Urban Water Management
Plan. in addition, the proposed Project would not require or result in the construction of new or expanded
utility services and would have sufficient service from current utility and solid waste providers and connections
along Cottonwood Canyon Road. As a result, impacts from the proposed Project would be consistent when
compared to the previously analyzed design of the CHESP, albeit to a lesser degree. Therefore, the
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
36
proposed Project is consistent with what was analyzed in the certified EIR. As a result, no new impacts would
occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the Approved EIR.
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding utilities and service systems. There have not
been 1) changes related to development of the Project site that involve new significant environmental effects
or a substantial increase in the severity of previously identified effects; 2) substantial changes with respect
to the circumstances under which development of the Project site is undertaken that require major revisions
of the certified EIR due to the involvement of new significant environmental effects or a substantial increase
in the severity of previously identified effects; or 3) the availability of new information of substantial
importance relating to significant effects or mitigation measures or alternatives that were not known and
could not have been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
5.20. WILDFIRE
The certified EIR determined the Approved Project would result in less than significant impacts related to
wildfire. The Approved EIR stated the Project Site is located at the wildland-urban interface and the site
may be subject to wildland fires due to its proximity to large areas of natural open space and steep terrain
on portions of the site that could contribute to a rapid spread of wildfire. The certified EIR determined the
proposed Project would reduce wildfire impacts to less than significant due to the Approved Projects strict
compliance with emergency preparedness and fire safety requirements; implementation of a fuel
modification plan; and provision of improved access to the Project site interior and perimeter for fire
equipment and personnel.
According to the CalFire Fire Hazard Severity Zones map, the Project site is not within a designated fire
hazard severity zone (FHSZ) or within a State Responsibility Area (SRA). Additionally, the Project would not
physically interfere with an adopted emergency response plan or emergency evacuation plan. Although, the
Project includes a modification to the Cottonwood Canyon Road alignment to protect Cottonwood Creek,
access to the site will be made via Cottonwood Canyon Road per the Approved Project. In addition, the
Project driveway and internal access would be required to meet the CHESP and City’s design standards to
ensure adequate emergency access and evacuation pursuant to the requirements in Section 503 of the
California Fire Code (Title 24, California Code of Regulations, Part 9), as verified during the plan check
process. Furthermore, the proposed Project does not include any characteristics (e.g., permanent road
closures or long-term blocking of road access) that would substantially impair or otherwise conflict with an
emergency response plan or emergency evacuation plan. Therefore, no new impacts related to wildfire
would occur. Therefore, the Project is consistent with the conclusions in the Adopted EIR, and no new impacts
would occur.
No new or substantially greater impacts would occur with implementation of the proposed Project when
compared to those identified in the Approved EIR.
Canyon Hills Estates Project
Tri Pointe Homes CEQA Consistency Analysis
37
Conclusion
Based on the foregoing, none of the conditions identified in State CEQA Guidelines Section 15162 that
would trigger the need to prepare a subsequent or supplemental EIR or other environmental document to
evaluate Project impacts or mitigation measures exist regarding wildfire. There have not been 1) changes
related to development of the Project site that involve new significant environmental effects or a substantial
increase in the severity of previously identified effects; 2) substantial changes with respect to the
circumstances under which development of the Project site is undertaken that require major revisions of the
certified EIR due to the involvement of new significant environmental effects or a substantial increase in the
severity of previously identified effects; or 3) the availability of new information of substantial importance
relating to significant effects or mitigation measures or alternatives that were not known and could not have
been known when the certified EIR was certified as completed.
Because none of the conditions identified in State CEQA Guidelines Section 15162 would trigger the need
to prepare a subsequent or supplemental EIR or other environmental document to evaluate Project impacts,
State CEQA Guidelines 15182 also does not require additional environmental review and the Project is
within the scope of the CHESP.
1A2A3A3B2B1B3C2C1C1C3A2B1B1A3B3C2A2C1A2A2P L A N N E R SE N G I N E E R S S U R V E Y O R S(949) 251-88215 PETERS CANYON ROADSUITE 305IRVINE, CA 92606WWW.MDSCONSULTING.NET MDS File: 89492-TR34249-SITE-02.dwgPlot Scale: 1" = 1" Dwg Scale: 1' = 40' Plot Date: 02.06.2024 3:35:11 PM By: Jose MDS Proj. Data: I:\89492-IRVINE-TENTATIVE\PLANNING\Plans\SITE PLANCreated: 02.06.2024 03:05:31 PM Author: MDSLast Edit: 02.06.2024 03:13:12 PM By: JoseCITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIATECHNICAL SITE PLANTENTATIVE TRACT NO. 34249CANYON HILLS ESTATESSHEET OF 7TTM 34249 - TECHNICAL SITE PLANPLAN ELEVATION SUMMARYARROYO PLAN TYPICAL PLOTTINGPLAN 1A(6 UNITS)2-STORY1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL7141,0791,793422992,314PLAN 1B(6 UNITS)3 BEDROOM - OPT. 4THPLAN 1C(6 UNITS)2-STORYPLAN 2A(6 UNITS)2-STORY1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL8691,1522,021421162,458PLAN 2BPLAN 2CPLAN 3A(6 UNITS)2-STORY1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL9441,3442,288422412,751PLAN 3BPLAN 3C(6 UNITS)2-STORY(6 UNITS)2-STORY1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL9441,3462,288422412,751(6 UNITS)2-STORY(6 UNITS)2-STORY1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL9441,3462,288422412,7513 BEDROOM4 BEDROOM - OPT. 5TH3 BEDROOM - OPT. 4TH4 BEDROOM - OPT. 5TH3 BEDROOM - OPT. 4TH4 BEDROOM - OPT. 5TH1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL7141,0791,793422992,3143 BEDROOM1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL7141,0791,793422992,3143 BEDROOM2-STORY1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL8691,1522,021421162,4581st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL8691,1522,021421162,458UNIT SUMMARYECHO HIGHLAND PLAN TYPICAL PLOTTINGPLAN ELEVATION SUMMARYSANTA BARBARA (A)CALIFORNIA CRAFTSMAN (C)TOTAL100%NAPA (B)79242827278109268992689934.0%33.0%33.0%PLAN 1A10.1%PLAN 1BPLAN 1CPLAN 2APLAN 2BPLAN 2CPLAN 3APLAN 3BPLAN 3CTOTAL8 UNITS8 UNITS8 UNITS9 UNITS79 UNITS100.0%UNIT SUMMARYLOTNO.LOT SIZE(SF)LOT PADSIZE (SF)LOTWIDTHROW (FT)TOTAL HOUSESIZE (SF)HOUSEFOOTPRINT(SF)PERCENTCOVERAGE(%)PLANTYPE13,7403,476522,314 1,23533.0 1C23,588 3,588462,751 1,40739.23A33,432 3,432442,4581,30638.1 2C43,276 3,276422,314 1,23537.71B53,677 3,677442,751 1,40538.2 3C64,343 4,343352,4581,30630.12B74,314 4,314332,3141,23528.61A83,898 3,898452,7511,40536.0 3B93,465 3,465442,4581,30637.72A103,286 3,286422,3141,23537.61C113,575 3,575462,7511,40739.43A123,397 3,397442,4581,30638.4 2C133,221 3,221422,3141,23538.31B143,505 3,505462,7511,40540.1 3C153,415 3,415442,4581,30638.22B163,462 3,462422,3141,23535.71A174,905 4,649602,4581,30626.62A188,674 5,914612,7511,40516.2 3B194,313 3,420492,3141,23528.6 1CR204,396 3,181442,4581,30629.72AR214,676 3,325462,7511,40530.0 3CR224,338 3,059422,3141,23528.51AR234,615 3,235442,4581,30628.32BR244,816 3,426462,7511,40729.23AR254,677 3,390422,3141,23526.41BR266,287 5,8281112,4581,30620.82AR275,355 3,918472,7511,40526.23BR284,786 3,155432,3141,23525.81AR295,012 3,279452,4581,30626.12CR306,487 3,950442,7511,40521.7 3BR317,105 4,247362,3141,23517.4 1CR326,918 4,334362,4581,30618.92AR336,446 4,259392,7511,40521.8 3CR345,705 3,896412,3141,23521.61BR354,747 3,807462,4581,30627.52B364,297 4,297602,7511,40532.7 3C373,751 3,751552,3141,23532.91B383,754 3,754572,4581,30634.8 2C393,784 3,784602,7511,40737.2 3A403,412 3,412552,3141,23536.21C413,572 3,572572,4581,30636.62A423,797 3,797602,7511,40537.0 3B433,420 3,420482,3141,23536.11A443,678 3,678462,4581,30635.52BR454,887 4,887372,7511,40528.7 3CR464,582 4,582332,3141,23527.01AR473,752 3,752442,4581,30634.82BR484,062 4,062412,7511,40534.63BR493,922 3,922442,4581,30633.3 2CR505,325 4,9291082,7511,40726.43AR513,491 3,491442,3141,23535.4 1C525,028 5,028942,7511,40728.0 3A534,328 3,576682,4581,30630.2 2CR543,155 3,155402,3141,23539.11BLOTNO.LOT SIZE(SF)LOT PADSIZE (SF)LOTWIDTHROW (LF)TOTAL HOUSESIZE (SF)HOUSEFOOTPRINT(SF)PERCENTCOVERAGE(%)PLANTYPE557,294 7,294612,2161,55221.3 2CR5612,577 11,3471602,532 2,01716.0 3B577,540 7,540651,941 2,43332.3 1CR587,8006,600652,2161,55219.92A597,2006,600652,532 2,01728.0 3CR607,200 7,200601,941 2,43333.81A617,520 7,520602,216 1,55220.6 2CR627,800 6,600652,532 2,01725.93A637,800 6,600651,941 2,43731.21B647,412 7,412602,216 1,55220.92A659,017 9,017602,5322,00722.3 3B6611,068 8,702752,2161,55214.02B6710,130 10,130702,5322,01719.93A6815,667 13,0521451,9412,43315.5 1CR6915,747 12,738522,2161,5529.92AR7010,489 10,489552,5322,00719.13B719,267 9,267551,9412,43326.31AR727,968 7,968602,2161,55219.52B737,500 7,500602,5322,01726.93CR747,500 7,500601,9412,43732.51B757,500 7,500602,2161,55220.72CR768,473 8,473712,5322,01723.8 3A777,500 7,500601,9412,43332.4 1CR787,500 7,500602,2161,55220.72A798,300 7,750662,5322,00724.2 3BR8011,896 11,7411541,9412,43320.51A817,225 7,225602,2161,55221.52BR8214,624 10,8731022,5322,01713.8 3A8314,625 10,9901022,5322,01713.8 3C8412,165 9,9711001,9412,43720.01BR8510,699 9,443902,2161,55214.5 2C869,180 7,978672,5322,01722.0 3AR878,195 7,064601,9412,43329.71A888,101 7,050602,2161,55219.22AR898,046 7,020601,9412,43330.2 1C908,045 7,049602,5322,01725.13AR918,509 7,549622,2161,55218.2 2C929,061 8,091611,941 2,43726.91BR938,978 8,019602,5322,01722.5 3C948,734 7,736602,2161,55217.82AR958,490 7,408601,9412,43328.7 1C9615,063 11,5211332,5322,00713.3 3BR979,566 9,407612,5322,01721.13A987,656 7,656582,2161,55220.3 2CR997,242 7,242601,9412,43733.71B1007,200 7,200602,5322,01728.0 3CR1017,200 7,200602,2161,55221.62B1027,200 7,200601,9412,43333.81AR1037,879 7,879652,5322,00725.5 3B1047,267 7,267612,2161,55221.42AR1057,533 7,533611,9412,43332.3 1C1069,274 8,499652,5322,01721.7 3AR1077,595 7,595622,2161,55220.4 2C1087,584 7,584611,9412,43732.11BR10910,658 8,774642,5322,01718.93C11011,808 10,7521262,2161,55213.12BR1118,832 8,832481,9412,43327.51AR1127,836 7,836572,2161,55219.82B1137,464 7,464602,5322,01727.0 3CR1147,500 7,500601,9412,43732.51B1157,500 7,500602,2161,55220.7 2CR1167,500 7,500602,5322,01726.93A1177,978 7,978591,9412,43330.5 1CR1189,189 7,333722,2161,55216.92A11911,154 7,933872,5322,00718.0 3BR12012,0368,051791,9412,43320.21AR1219,2446,690652,2161,55216.82B1229,5567,031612,5322,01721.13CR1238,9136,463601,9412,43727.31B1248,610 6,219602,2161,55218.0 2CR1258,426 6,077602,5322,00723.8 3B12610,8608,9591081,9412,43322.41CR12710,4206,939552,2161,55214.92A12810,794 8,8931702,2161,55214.42CR1297,200 7,200602,5322,00727.93BR1307,202 7,202601,9412,43333.81A1317,260 7,260622,2161,55221.42BR132 7,429 7,429 612,5322,01727.2 3C133 12,343 9,926 100 2,2161,55212.6 2AARROYO (SF-2) LOT TABLE SUMMARY ECHO HIGHLAND (SF-1) LOT TABLE SUMMARY1-STORY1-STORY1-STORY2-STORY2-STORY2-STORY2-STORY2-STORY2-STORYARROYO (SF-2)ECHO HIGHLAND (SF1)9 UNITS9 UNITS10 UNITS9 UNITS9 UNITSSANTA BARBARA (A)CALIFORNIA CRAFTSMAN (C)TOTAL100%CALIFORNIA RANCH (B)5418 18 1818666186661866633.3%33.3%33.3%PLAN 1APLAN 1BPLAN 1CPLAN 2APLAN 2BPLAN 2CPLAN 3APLAN 3BPLAN 3C 11.5%TOTAL6 UNITS6 UNITS6 UNITS6 UNITS54 UNITS100.0%2-STORY2-STORY2-STORY2-STORY2-STORY2-STORY2-STORY2-STORY2-STORY11.5%6 UNITS11.5%6 UNITS11.5%6 UNITS11.5%6 UNITS11.5%6 UNITS11.5%11.5%11.5%10.1%10.1%11.4%11.4%12.7%11.4%11.4%11.4%PLAN 1A(8 UNITS)1-STORY1st FLOORGARAGEPORCHTOTAL1,941450402,583PATIO150PLAN 1B(8 UNITS)1-STORY1st FLOORGARAGEPORCHTOTAL1,941450462,587PATIO 150PLAN 1C(8 UNITS)1-STORY1st FLOORGARAGEPORCHTOTAL1,941450422,583PATIO150PLAN 2A(9 UNITS)2-STORY1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL1,0851,1312,216433342,833PATIO150PLAN 3A(9 UNITS)2-STORY1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL1,2431,2892,532698763,456PATIO150PLAN 2B(9 UNITS)2-STORY1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL1,0851,1312,216433342,833PATIO 150PLAN 3B2-STORY(9 UNITS)1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL1,2431,2892,532698663,446PATIO150PLAN 2C(10 UNITS)2-STORY1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL1,0851,1312,216433342,833PATIO150PLAN 3C2-STORY(9 UNITS)1st FLOOR2nd FLOORSUBTOTALGARAGEPORCHTOTAL1,2431,2892,532698763,456PATIO150OPT. PATIO COVERR/WCURB AND GUTTERSIDEWALK35' MIN.60' MIN.R/WCURB AND GUTTERSIDEWALK5'MIN5'18' MIN. TOLIVING SPACE14' TO PORCH 20' MIN.TO GARAGEMIN5' MIN.10' MIN ONCORNER18'MIN.OPT. EXTENDEDPATIOOPT. PATIOCOVERECHO HIGHLAND (SF1)N.T.S.ARROYO (SF-2)N.T.S.18' MIN.TO GARAGE12' TOLIVING SPACE10' TO PORCH 5'MIN5'MIN5' MIN.10' MIN ONCORNEROPT. EXTENDED PATIOOPT. EXTENDED PATIOOPT. EXTENDED PATIOOPT. EXTENDED PATIOOPT. EXTENDED PATIOOPT. EXTENDED PATIOOPT. EXTENDED PATIOOPT. EXTENDED PATIOOPT. EXTENDED PATIOOPT. PATIO COVEROPT. PATIO COVEROPT. PATIO COVEROPT. PATIO COVEROPT. PATIO COVER OPT. PATIO COVEROPT. PATIO COVEROPT. PATIO COVER10'(5' MIN,)
3BR1C3A2C1B3C3B1BRPAD=1554.9GF=1554.90FF=1555.571AR2CR3BR2ARPAD=1554.3GF=1554.30FF=1554.97GF=1553.30FF=1553.97PAD=1553.3GF=1553.50GF=1550.90PAD=1551.7GF=1551.70FF=1552.37PAD=1552.2GF=1552.20FF=1552.87PAD=1552.6GF=1552.60FF=1553.27PAD=1553.0GF=1553.00FF=1553.67PAD=1553.5FF=1554.17PAD=1554.4GF=1554.40FF=1555.07PAD=1552.6PAD=1552.2PAD=1551.7GF=1552.60GF=1552.20GF=1551.70FF=1553.27FF=1552.87FF=1552.372BGF=1553.80PAD=1553.8FF=1554.471BR
PAD=
1
5
5
0.
5
GF=1
5
5
0.
5
0
FF=1551.
5
7 3CRPAD=1550.9FF=1551.572ARPAD=1551.1GF=1551.10FF=1551.771CRPAD=1551.4GF=1551.40FF=1552.072BPAD=1561.7
GF=156
1.70
FF=1
5
62.
3
7 3CPAD=1563.2
GF=1563.20FF=1563.871BPAD=1564.5GF=1564.50FF=1565.172CPAD=1565.5GF=1565.50FF=1566.173APAD=1566.5GF=1566.50FF=1567.171CPAD=1567.5GF=1567.50FF=1568.172APAD=1568.5GF=1568.50FF=1569.173BPAD=1569.5GF=1569.50FF=1570.171APAD=1570.4GF=1570.40FF=1571.072BRPAD=1570.5GF=1570.50FF=1571.171ARPAD=1570.4GF=1570.40FF=1571.073CRPAD=1570.5GF=1570.50FF=1571.57GF=1567.601APAD=1554.0GF=1554.00FF=1554.6710'5'5'5'5'5'5'5'5'5'5'5'5'5'55'5'5'5'5'5'5'5'10'55'13'516'12'12'12'5'12'10'12'12'10'5'5'5'13'12'5'5'12'10'6'
10'10'
6'6'6'10'12'10'6'9'12'10'6'6'10'10'6'12'12'6'10'6'12'6'9'12'10'6'6'10'6'9'12'6'6'6'12'6'7'5'10'5'20'5'8'5'20'24'6'12'6'17'6'6'16'15'6'17'6'6'6'6'6'5'5'13'18'19'19'18'12'46'38'48'42'54'57'50'57'49'56'48'12'5'5'66'21'28'23'19'12'9'18'16'
8'8'16'17'9'20'13'23'15'24'18'25'23'11'6'15'5'7'12'25'18'14'21'15'23'25'17'23'15'15'23'11'17'15'9'16'10'5'7'14'7'5'5'14'15'49'16'31'60'23'55'18'50'12'58'20'18'10'19'11'15'23'23'20'13'14'22'47'15'123682627283031323536373844454645725293940414243LOT B333455565758596061626465281807978777675747372717069838485868788899091929394959697989910010110210310410510607LOT 134DETENTION/WATER QUALITY BASINLOT 135DETENTION/WATER QUALITY BASINLOT AOPEN SPACELOT AOPEN SPACE10'18'10'29'21'6320'19'23'17'20'15'15'23'20'17'20'20'18'12'19'19'12'12'19'12'20'12'19'16'23'22'10'20'20'15'22'16'22'19'20'19'19'20'19'19'20'23'GF=1560.702CFF=1561.37PAD=1560.7GF=1558.803ARFF=1559.47PAD=1558.8GF=1558.30FF=1558.97PAD=1558.32BGF=1557.701CRFF=1558.37PAD=1557.7GF=1556.803BFF=1557.47PAD=1556.81ARFF=1556.47PAD=1555.8GF=1555.80GF=1554.80FF=1555.47PAD=1554.82BGF=1553.803CRFF=1554.47PAD=1553.81BFF=1553.47PAD=1552.8GF=1552.80GF=1551.802CRFF=1552.47PAD=1551.8GF=1551.003ARFF=1551.67PAD=1551.0GF=1561.902ARFF=1562.57PAD=1561.9GF=1562.203BFF=1562.87PAD=1562.21ARFF=1563.27PAD=1562.6GF=1562.60GF=1563.30FF=1563.97PAD=1563.32BGF=1564.003CRFF=1564.67PAD=1564.01BFF=1565.47PAD=1564.8GF=1564.80GF=1565.202CRFF=1565.87PAD=1565.2GF=1565.903AFF=1566.57PAD=1565.9GF=1566.50FF=1567.17PAD=1566.51CRGF=1567.102AFF=1567.77PAD=1567.1GF=1567.703BRFF=1568.37PAD=1567.7GF=1569.001AFF=1569.67PAD=1569.0BR
GF=1
5
6
2.
2
0
2CR
FF=156
2.87
PAD=1562.2GF=1562.803BFF=1563.47PAD=1562.8GF=1563.60FF=1564.27PAD=1563.61CRGF=1564.202AFF=1564.87PAD=1564.2GF=1564.803CRFF=1565.47PAD=1564.8GF=1565.401AFF=1566.07PAD=1565.4GF=1566.02CRFF=1566.67PAD=1566.0GF=1566.503AFF=1567.17PAD=1566.5GF=1567.802AFF=1568.47PAD=1567.8GF=1568.303BFF=1568.97PAD=1568.3GF=1560.903BRFF=1561.57PAD=1560.9GF=1559.40FF=1560.07PAD=1559.41CGF=1559.502ARFF=1560.17PAD=1559.5GF=1559.203CFF=1559.87PAD=1559.2GF=1558.501BRFF=1559.17PAD=1558.5GF=1558.002CFF=1558.67PAD=1558.GF=1557.103ARFF=1557.77PAD=1557.1GF=1556.10FF=1556.77PAD=1556.11CGF=1555.202ARFF=1555.87PAD=1555.2GF=1554.201AFF=1554.87PAD=1554.2GF=1553.303ARFF=1553.97PAD=1553.3GF=1552.102CFF=1552.77PAD=1552.11BFF=1551.17PAD=1550.5GF=1550.50GF=1548.803CFF=1549.47PAD=1548.85'5'18'18'18'21'20'20'7'9'19'20'23'23'5'5'18'5'5'10'10'20'5'5'20'20'20'19'8'7'17'18'18'23'10'10'10'10'20'21'15'14'10'20''18'46'5'5'5'5'67'49'20'20'19'20'20'18'18'5'5'23'18'20'5'5'10'10'20'20'5'5'20'5'5'18'18'18'28'10'5'5'10'20'5'5'20'20'19'20'18'18'5'5'18'23'19'20'5'20'20'5'5'16'5'20'18'22'10'5'37'18'16'30'12'12'9'9'18'5'5'5'18'5'20'20'19'20'23'20'5'5'17'19'5'5'18'18'18'23'20'5'5'5'5'20'19'20'20'10'10'6'6'18'21'18'23'20'20'31'5'10'20'14'8'5'20'45'8'5'18'23'30'17'19'5'5'20'18'18'5'5'5'5'20'20'18'20'19'20'10'10'5'5'5'5'18'18'18'23'20'20'5'5'20'19'20'5'5'15'15'20'20'5'5'20'5'5'18'18'18'26'20'5'23'18'0'0'5'10'5'10'5'10'10'20'12'7'11'47'38'39'31'12'7'13'18'20'24'41'28'12'30'48'37'9'22'18'21'68'7'7'20'33'20'20'24'10'35'25'35'13'13'23'58'48'63'56'48'40'25'15'44'35'30'20'56'46'44'34'31'21'62'52'46'54'20'87'58'76'48'72'62'38'48'88'66'79'57'63'43'56'36'46'27'36'18'61'44'71'53'44'27'35'17'57'40'47'30'74'58'64'48'58'42'49'33'73'56'64'48'81'64'72'55'50'32'41'23'88'79'58'63'29'37'61'49'35'25'51'39'25'61'51'49'39'36'25'61'51'49'39'23'33'56'46'57'48'35'45'31'20'56'46'44'34'21'30'56'46'44'34'33'42'51'33'18'23'15'15'9'10'46'56'1BFF=1567.87PAD=1567.2GF=1567.2025'15'25'15'5'5'19'20'30'20'5556575859606162797877767574737271706983848586878889909192939495979899100101102103104105106LOT 134DETENTION/WATER QUALITY BASINLOT 135DETENTION/WATER QUALITY BASINLOT AOPEN SPACELOT AOPEN SPACE63GF=1558.803ARFF=1559.47PAD=1558.8GF=1558.30FF=1558.97PAD=1558.32BGF=1557.701CRFF=1558.37PAD=1557.7GF=1556.803BFF=1557.47PAD=1556.81ARFF=1556.47PAD=1555.8GF=1555.80GF=1554.80FF=1555.47PAD=1554.82BGF=1553.803CRFF=1554.47PAD=1553.81BFF=1553.47PAD=1552.8GF=1552.80GF=1551.802CRFF=1552.47PAD=1551.8GF=1551.003ARFF=1551.67PAD=1551.0GF=1561.902ARFF=1562.57PAD=1561.9GF=1562.203BFF=1562.87PAD=1562.21ARFF=1563.27PAD=1562.6GF=1562.60GF=1563.30FF=1563.97PAD=1563.32BGF=1564.003CRFF=1564.67PAD=1564.01BFF=1565.47PAD=1564.8GF=1564.80GF=1565.202CRFF=1565.87PAD=1565.2GF=1565.903AFF=1566.57PAD=1565.9GF=1566.50FF=1567.17PAD=1566.51CRGF=1567.102AFF=1567.77PAD=1567.1GF=1567.703BRFF=1568.37PAD=1567.7GF=1
5
6
2.
2
0
2CR
FF=156
2.87
PAD=1562.2GF=1562.803BFF=1563.47PAD=1562.8GF=1563.60FF=1564.27PAD=1563.61CRGF=1564.202AFF=1564.87PAD=1564.2GF=1564.803CRFF=1565.47PAD=1564.8GF=1565.401AFF=1566.07PAD=1565.4GF=1566.02CRFF=1566.67PAD=1566.0GF=1566.503AFF=1567.17PAD=1566.5GF=1559.40FF=1560.07PAD=1559.41CGF=1559.502ARFF=1560.17PAD=1559.5GF=1559.203CFF=1559.87PAD=1559.2GF=1558.501BRFF=1559.17PAD=1558.5GF=1558.002CFF=1558.67PAD=1558.GF=1557.103ARFF=1557.77PAD=1557.1GF=1556.10FF=1556.77PAD=1556.11CGF=1555.202ARFF=1555.87PAD=1555.2GF=1554.201AFF=1554.87PAD=1554.2GF=1553.303ARFF=1553.97PAD=1553.3GF=1552.102CFF=1552.77PAD=1552.11BFF=1551.17PAD=1550.5GF=1550.50GF=1548.803CFF=1549.47PAD=1548.85'5'18'18'18'21'20'20'7'9'19'20'23'23'5'5'18'5'5'10'10'20'5'5'20'20'20'19'8'7'17'18'18'23'10'10'10'10'20'5'5'20'19'20'20'18'18'5'5'23'18'20'5'5'10'10'20'20'5'5'20'5'5'18'18'18'28'10'5'5'10'20'5'5'20'20'19'20'18'18'5'5'18'23'19'20'5'20'20'5'5'16'5'20'18'22'10'5'37'18'16'12'12'9'9'18'5'5'5'18'5'20'20'19'20'23'20'5'5'17'19'5'5'18'18'18'23'20'5'5'5'5'20'19'20'20'10'10'6'6'18'21'18'23'20'20'31'5'10'20'14'8'5'20'45'8'5'18'23'30'17'19'5'5'20'18'18'5'5'5'5'20'20'18'20'19'20'10'10'5'5'5'5'18'18'18'23'20'20'5'5'20'19'20'5'5'15'15'20'20'5'5'20'5'5'18'18'18'26'20'10'5'10'5'10'10'20'12'7'11'47'38'39'31'12'7'13'18'20'24'41'28'12'7'7'20'33'20'20'24'10'35'25'35'13'13'23'63'56'48'40'25'15'44'35'30'20'56'46'44'34'31'21'62'52'46'54'20'87'58'76'48'72'62'38'48'88'66'79'57'63'43'56'36'46'27'36'18'61'44'71'53'44'27'35'17'57'40'47'30'74'58'64'48'58'42'49'33'73'56'64'48'81'64'72'55'50'32'41'23'88'79'58'63'29'37'61'49'35'25'51'39'25'61'51'49'39'36'25'61'51'49'39'57'48'35'45'31'20'56'46'44'34'21'30'56'46'44'34'1BFF=1567.87PAD=1567.2GF=1567.2025'15'25'15'5'5'19'20'30'20'8"SS8"W8"W8"SS8"W8"SS8"W8"SS8"W8"SS8"SS8"W8"W8"SS8"SS8"SS8"W8"SS8"W8"SS12"W
SDSDSDSDSDSDSDSD158015901570159015801570160015651570157515701565157523'48'34'22'29'78'46'46'78'44'44'78'42'42'78'4'40'49'78'35'5'67'83'33'70'84'41'4'21'34'15'37'85'4234'37'91'35'30'46'12'113'47'32'48'111'43'9'33'112'45'44'113'19'25'9'41'113'36'43'109'36'44'42'23'104'9'30'39'19'56'84'25'41'87'46'23'64'82'60'78'55'74'57'72'60'71'
72'57'60'74'31'77'44'81'2'87'37'14'30'50'7
60'36 '120'60'123'25'1'4'46'160'56'120'59'65'120'65'60'60'60'60'120'36'19'5'65'120'65'65'120'65'50'13'120'7'53'91'119'60'175'19'52'152'49'40'40'55'138'60'47'55'126'24'17'43'14'67'60'60'125'60'60'125'29'60'125'29'11'22'16'33'125'33'22'125'60'60'125'60'60'125'66'125'60'154'121'32'8'55'5'23'54'49'71'164'75'27'21'162'100'153'90'139'50'17'135'60'135'60'134'60'136'48'12'148'22'40'152'9'52'148'60'144'60'60'139'27'133'123'27'61'13'121'72'58'123'60'46'14'120'60'60'120'60'60'120'60'60'120'60'49'16'122'65'55'6'118'60'61'135'66'60'2'62'46'125'56'60'66'91'102'46'60'60'60'53'7'69'33'49'17'17'26'45'44'28'90'89'60'23'56'4'50'37'110'42'52'15'23'122'148'31'13'60'8'64'242'45'82'86'78'64'35'26'1'144'21'27'156'20'25'14'52'261'30'159'216'8'16'118'118'
1 26 '31'15'72'300'65'75'5'1,873'216'24'246'125'339'92'93'81'2'N89°41'16"E 2661.81'120'24'5'36'6'120'50'61'24'1580159015701570156536 '120'60'123'25'1'4'46'160'56'120'59'65'120'65'60'60'60'60'120'36'19'5'65'120'65'65'65'175'19'52'152'49'40'40'55'138'60'47'55'126'24'17'43'14'67'60'60'125'60'60'125'29'60'125'29'11'22'16'33'125'33'22'125'60'60'125'60'60'125'66'60'49'71'164'75'27'21'162'100'153'90'139'50'17'135'60'135'60'134'60'136'48'12'148'22'40'152'9'52'148'60'144'60'60'139'123'27'61'13'121'72'58'123'60'46'14'120'60'60'120'60'60'120'60'60'120'60'49'16'122'65'55'6'118'60'61'135'66'46'125'56'60'66'91'102'46'60'60'60'53'7'4'42'52'15'23'148'31'13'60'8'64'242'45'82'86'78'64'35'26'1'144'21'27'156'20'118'118'
1 26 '31'15'72'300'65'75'5'1,873'216'24'246'339'81'2'120'24'5'36'6'120'50'61'24'1541.41542.91544.41546.81545.6P.I.1552.61557.61556.6P.I.5.8%R=600'R=300'R=300'R=400'R=53'R=53'1.5%1546.4P.I.3.6%1548.01.6%1549.61551.21552.81554.41.6%1556.01556.51557.5L.P.BVCEVC1.0%1556.51558.11568.81565.51
1562.51560.51.8%L.P.1558.5P.I.1559.11560.31.2%R=200'1561.5P.I.1562.51.0%1.2%1563.51564.51565.51566.51552.3R=53'1551.31550.31.0%1549.33.1%CLCLCLCLCLCLCLCLSTREET "A"STREETSTREET60' VCR=350'STREET "D"15'15'PROPOSED 10' STORMDRAIN EASEMENTPROPOSED 3.0'DRAINAGE DITCHPROPOSED 20'STORM DRAINEASEMENTEXISTING POWERPOLE TO REMAINEXISTING POWERPOLE TO REMAINPROPOSED 20' STORMDRAIN EASEMENT60'10'20'20'10'30'30'30'30'10'20'10'60'20'23'46'18'18'5'23'5'18'18'23'23'46'5'5'30'30'10'60'20'20'10'30'30'10'60'20'20'10'23'23'18'18'46'5'5'30'30'20'20'10'60'10'PROPOSED 10' STORMDRAIN EASEMENT1540.81538.591537.601536.01534.4EVC1532.8BVC1531.7L.P.1531.72P.I.35'35'70'15'20'20'15'15'15'R=25'R=40'R=55'R=70'R=40'R=25 'R=25'R=40'R=25'R=25'R=150'R=165'GBGB
15'2.0%P.I.1.7%HPP.I.0.5%1547.5"B"1.0%GB15'9'9'P.I.3.2%STREET'E'P.I.1.6%LOCK AVENUEEXISTING 30' HEMLOCK AVENUEDEDICATION TO BE VACATEDH.P.P.I.GBGB15'15'GB3.2%51541.41542.91544.41546.81545.6P.I.1552.61557.61556.6P.I.5.8%R=600'R=300'R=300'R=400'1.5%1546.4P.I.3.6%1548.01.6%1549.61551.21552.81554.41.6%1556.01556.51557.5BVC1.0%1.8%L.P.1558.5P.I.1559.11560.31.2%R=200'1561.5P.I.1562.51.0%1.2%1563.51564.55.5CLCLCLCLSTREET "A"60' VCR=350'STREET "D"15'15'PROPOSED 10' STORMDRAIN EASEMENTDRAINAGE DITCHPROPOSED 20'STORM DRAINEASEMENTPOLE TO REMAINPOLE TO REMAINDRAIN EASEMENT60'10'20'20'10'30'30'30'30'10'60'20'20'10'30'30'10'60'20'20'10'30'30'20'20'10'60'10'PROPOSED 10' STORMDRAIN EASEMENT1538.591537.601536.01534.4EVC1532.8BVC1531.7L.P.1531.72P.I.35'35'70'15'20'20'15'15'15'R=25'R=40'R=55'R=70'R=40'R=25 'R=25'R=40'R=25'R=25'R=150'R=165'GBGB
15'1547.5GB15'9'9'STREET'E'DEDICATION TO BE VACATEDH.P.P.I.GBGB15'15'GB3.2%5P L A N N E R SE N G I N E E R S S U R V E Y O R S(949) 251-88215 PETERS CANYON ROADSUITE 305IRVINE, CA 92606WWW.MDSCONSULTING.NETPREPARED BY:PREPARED FOR: MDS File: 89492-TR34249-SITE-04.dwgPlot Scale: 1" = 1" Dwg Scale: 1' = 40' Plot Date: 02.06.2024 3:44:52 PM By: Jose MDS Proj. Data: I:\89492-IRVINE-TENTATIVE\PLANNING\Plans\SITE PLANCreated: 05.02.2023 08:28:43 PM Author: MDSLast Edit: 06.19.2023 05:51:36 AM By: JoseCITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIATECHNICAL SITE PLANTENTATIVE TRACT NO. 34249CANYON HILLS ESTATESSHEET OF 7TTM 34249 - TECHNICAL SITE PLAN4( IN FEET )401 inch = ft.GRAPHIC SCALE02040 80160COTTONW
O
O
D
C
A
N
Y
O
NCOTTONWOOD CREEKRD.INSTALL RAPID FLASHINGBEACON (R-FB) SYSTEM ATSTREET 'A' ANDCOTTONWOOD CANYONROAD CROSS WALK
23'48'34'22'29'78'46'46'78'44'44'78'42'42'78'4'40'49'78'35'5'67'83'33'70'84'41'4'21'29'79'44'44'78'42'42'78'46'46'77'44'44'77'42'42'76'12'34'46'76'14'30'44'80'42'42'85'55'33'37'32'22'13'36'127'21'108'28'91'61'99'19'30'46'87'101'27'17'44'102'46'46'104'42'42'106'44'44'34'74'46'26'15'37'85'42'34'37'91'35'30'46'12'113'47'32'48'111'43'9'33'112'45'44'113'19'25'9'41'113'36'43'109'36'44'42'23'104'9'30'39'19'56'84'25'41'87'4 6'23'64'82'60'78'55'74'57'72'71'
72'60'74'31'77'44'81'2'87'37'87'41'3'46'90'7'87'44'49'14'30'50'175'19'49'40'40'47'49'71'164'75'27'21'162'100'153'90'17'123'27'61'13'121'72'58'123'60'46'60'102'44'39'44'69'33'49'84'26'17'4'17'17'26'45'44'28'90'89'60'23'56'45'82'86'78'64'35'26'1'144'21'27'156'20'25'14'52'261'30'160'334'38'382'29'159'216'8'16'118'118'
1 2 6 '31'15'72'82'38'95'502'339'92'714'544'N89°41'16"E 2661.81'N0°03'08"E 1331.96'23'48'34'22'29'78'46'46'78'44'44'78'42'42'78'4'40'49'78'35'5'67'83'33'70'84'41'4'21'29'79'44'44'78'42'42'78'46'46'77'44'44'77'42'42'76'12'34'46'76'14'30'44'80'42'42'85'55'33'37'32'22'13'36'127'28'91'61'99'19'30'101'27'17'44'102'46'46'104'42'42'106'44'44'34'74'46'26'15'37'85'42'34'37'91'35'30'46'12'113'47'32'111'43'112'45'113'19'25'113'36'109'36'104'9'30'41'4'17'17'26'45'44'90'89'60'23'56'52'30'160'334'38'382'29'159'216'8'16'82'38'95'502'714'544'N89°41'16"E 2661.81'N0°03'08"E 1331.96'3A3BR2B3C1B3A1C1CR2AR1AR2BR3CR3AR2BR3BR2CR1C3A2C1B3C2A3B3B1BRPAD=1554.9GF=1554.90FF=1555.571AR2CR3BR2ARPAD=1554.3GF=1554.30FF=1554.97GF=1553.30FF=1553.97PAD=1557.5PAD=1556.7PAD=1556.6PAD=1555.7PAD=1555.2PAD=1557.7PAD=1557.1PAD=1556.2PAD=1555.8PAD=1556.7PAD=1555.3PAD=1553.3PAD=1570.3PAD=1570.1PAD=1569.9GF=1553.50GF=1555.20GF=1555.70GF=1556.10PAD=1556.60GF=1556.70GF=1557.50GF=1557.10GF=1556.70GF=1556.20GF=1555.80GF=1555.30GF=1550.90GF=1570.30GF=1570.10GF=1569.90FF=1558.17FF=1557.37FF=1557.27FF=1556.37FF=1555.87FF=1558.37FF=1557.77FF=1556.87FF=1556.47FF=1557.37FF=1555.97FF=1570.97FF=1570.77FF=1570.57PAD=1551.7GF=1551.70FF=1552.37PAD=1552.2GF=1552.20FF=1552.87PAD=1552.6GF=1552.60FF=1553.27PAD=1553.0GF=1553.00FF=1553.67PAD=1553.5FF=1554.17PAD=1554.8GF=1554.80FF=1555.47PAD=1554.4GF=1554.40FF=1555.07PAD=1558.2GF=1558.20FF=1558.87PAD=1552.6PAD=1552.2PAD=1551.7GF=1552.60GF=1552.20GF=1551.70FF=1553.27FF=1552.87FF=1552.37PAD=1569.6FF=1570.27PAD=1556.1FF=1556.772CGF=1569.602BGF=1553.80PAD=1553.8FF=1554.471APAD=1557.9GF=1557.90FF=1558.572APAD=1558.2GF=1558.20FF=1558.871BR
PAD=
1
5
50.
5
GF=1
5
50.
5
0
FF=1551.
5
7 3CRPAD=1550.9FF=1551.572ARPAD=1551.1GF=1551.10FF=1551.771CRPAD=1551.4GF=1551.40FF=1552.072BPAD=156
1.7
GF=156
1.70FF=1562.
3
7 3CPAD=1563.2
GF=1563.20FF=1563.871BPAD=1564.5GF=1564.50FF=1565.172CPAD=1565.5GF=1565.50FF=1566.173APAD=1566.5GF=1566.50FF=1567.171CPAD=1567.5GF=1567.50FF=1568.172APAD=1568.5GF=1568.50FF=1569.173BPAD=1569.5GF=1569.50FF=1570.171APAD=1570.4GF=1570.40FF=1571.072BRPAD=1570.5GF=1570.50FF=1571.171ARPAD=1570.4GF=1570.40FF=1571.073CRPAD=1570.5GF=1570.50FF=1571.57GF=1557.701APAD=1554.0GF=1554.00FF=1554.6710'5'5'5'5'5'5'5'5'5'5'5'5'5'10'5'5'10'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'10'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'13'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'12'16'12'12'12'12'12'5'12'10'10'12'12'12'12'12'12'12'5'5'20'10'5'5'5'13'12'5'5'12'10'6'
10'10'
6'6'6'10'12'10'6'9'10'6'6'10'6'12'6'10'6'6'9'12'10'6'6'10'6'9'12'6'6'6'12'6'7'5'10'5'20'5'8'5'20'24'22'32'25'29'22'5'25'31'49'41'12'12'12'11'40'30'6'12'6'17'6'6'16'15'6'17'6'6'6'6'6'5'5'13'18'19'19'18'12'46'38'48'42'54'57'50'57'49'56'48'12'5'5'66'21'28'23'19'12'9'18'16'
8'8'16'17'9'20'13'23'15'24'18'43'71'79'5'10'20'15'22'20'5'11'19'15'25'11'6'16'17'5'5'18'20'12'15'22'16'18'5'19'14'5'5'24'30'27'21'21'13'16'22'14'23'15'17'25'16'24'24'18'5'7'12'25'18'14'21'15'23'25'17'23'15'15'23'11'17'15'9'16'10'5'7'14'7'5'5'14'15'49'47'8'15'37'9'44'17'46'17'39'9'49'18'42'10'51'19'43'11'49'16'31'60'23'55'18'50'12'58'20'18'10'19'11'15'23'23'20'13'14'22'47'15'13'1236810111214151621232426272830313235363738444546474822LOT 13449PARK45791719202529394041424313LOT BLOT B18333450LOT C70698384859798LOT 134DETENTION/WATER QUALITY BASINOPEN SPACELOT AOPEN SPACE10'18'10'29'21'12'20'19'23'17'20'15'15'23'20'20'17'19'19'17'19'20'19'19'20'19'20'17'12'19'17'20'20'18'12'19'19'12'12'19'12'20'12'19'16'23'22'10'20'20'15'22'16'22'19'19'19'20'23'20'20'22'18'20'1BFF=1553.47PAD=1552.8GF=1552.80GF=1551.802CRFF=1552.47PAD=1551.8GF=1551.003ARFF=1551.67PAD=1551.02ARFF=1562.57PAD=1561.9GF=1552.102CFF=1552.77PAD=1552.11BFF=1551.17PAD=1550.5GF=1550.50GF=1548.803CFF=1549.47PAD=1548.816'18'22'10'5'37'18'16'45'30'17'19'5'5'20'18'18'5'5'5'5'20'19'20'20'12'7'11'47'38'39'31'12'7'13'18'20'24'41'28'12'33'20'31'21'62'52'46'54'87'58'76'48'72'62'38'48'88'66'79'57'88'79'3BR2B3C1B3A1C1CR2AR1AR2BR3CR3AR1C3A2C1B3C2A3B3B1BRPAD=1554.9GF=1554.90FF=1555.571AR2CR3BR2ARPAD=1554.3GF=1554.30FF=1554.97GF=1553.30FF=1553.97PAD=1557.5PAD=1556.7PAD=1556.6PAD=1555.7PAD=1555.2PAD=1557.7PAD=1557.1PAD=1556.2PAD=1555.8PAD=1556.7PAD=1555.3PAD=1553.3GF=1553.50GF=1555.20GF=1555.70GF=1556.10PAD=1556.60GF=1556.70GF=1557.50GF=1557.10GF=1556.70GF=1556.20GF=1555.80GF=1555.30GF=1550.90FF=1558.17FF=1557.37FF=1557.27FF=1556.37FF=1555.87FF=1558.37FF=1557.77FF=1556.87FF=1556.47FF=1557.37FF=1555.97PAD=1551.7GF=1551.70FF=1552.37PAD=1552.2GF=1552.20FF=1552.87PAD=1552.6GF=1552.60FF=1553.27PAD=1553.0GF=1553.00FF=1553.67PAD=1553.5FF=1554.17PAD=1554.8GF=1554.80FF=1555.47PAD=1554.4GF=1554.40FF=1555.07PAD=1558.2GF=1558.20FF=1558.87PAD=1552.6PAD=1552.2PAD=1551.7GF=1552.60GF=1552.20GF=1551.70FF=1553.27FF=1552.87FF=1552.37PAD=1556.1FF=1556.772C2BGF=1553.80PAD=1553.8FF=1554.471APAD=1557.9GF=1557.90FF=1558.572APAD=1558.2GF=1558.20FF=1558.871BR
PAD=
1
5
50.
5
GF=1
5
50.
5
0
FF=1551.
5
7 3CRPAD=1550.9FF=1551.572ARPAD=1551.1GF=1551.10FF=1551.771CRPAD=1551.4GF=1551.40FF=1552.07GF=1557.701APAD=1554.0GF=1554.00FF=1554.6710'5'5'5'5'5'5'5'5'5'5'5'5'5'10'5'5'10'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'10'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'13'5'5'5'5'5'5'12'16'12'12'12'12'12'5'12'10'10'12'12'12'12'12'12'5'5'20'10'5'5'5'13'12'49'41'12'12'11'40'30'6'12'6'17'6'6'16'15'6'17'6'6'6'6'6'5'5'13'18'19'19'46'38'48'42'54'57'50'57'49'56'48'5'5'66'43'71'79'5'10'20'15'22'20'5'11'19'11'16'22'16'18'5'19'14'5'5'24'30'27'21'21'13'16'22'14'23'15'17'25'16'24'24'18'5'7'12'25'18'14'21'15'23'25'17'23'15'15'23'11'17'15'9'16'10'5'7'14'7'5'5'14'15'49'47'8'15'37'9'44'17'46'17'39'9'49'18'42'10'51'19'43'11'49'16'31'60'23'55'18'50'12'58'20'18'10'19'11'15'23'23'20'13'14'22'47'15'1236810111214151621232426272830313222LOT 134PARK4579171920252913LOT BLOT B183334LOT COPEN SPACE12'20'19'23'17'20'15'15'23'20'20'17'19'19'17'19'20'19'19'20'19'20'17'12'19'17'20'20'18'12'19'19'12'12'19'12'20'12'19'16'23'8"W8"SS8"W8"SS8"W8"SS8"SS8"W8"W8"SS8"W8"SS8"SS8"W8"SS8"W8"SS8"W8"SS12"W 12"W12"WSDSDSDSDSDSDSD157015601540155015701560154015501541.41542.91544.41546.81545.6P.I.1552.61557.61556.6P.I.5.8%R=600'R=53'R=53'R=300'1.5%1546.4P.I.3.6%1548.01.6%1549.61556.31558.81563.31R=250'5%68.31568.81565.51562.51560.51.8%1556.31555.31.0%1554.31.0%1553.31552.3R=53'1551.31550.31.0%1549.33.1%CLCLCLCLCLCLCLSTREET "A"STSTREETSTREET "B"STREETR=350'STREET "D"PROPOSED 3.0'DRAINAGE DITCHPROPOSED 20'STORM DRAINEASEMENTEXISTING POWERPOLE TO REMAIN23'46'18'18'5'23'5'18'18'23'23'46'5'30'30'10'60'20'20'10'23'23'18'18'46'5'5'30'30'20'20'10'60'10'23'
23'46'18'18'5'18'23'46'5'18'23'5'35'11'11'24'24'35'70'1543.81540.81538.591537.601536.01534.4EVC1532.8BVC1531.7L.P.1531.72P.I.35'35'70'15'20'20'15'15'15'R=25'R=40'R=55'R=70'R=40'R=25 'R=25'R=40'R=25'R=25'R=150'R=165'GBGB
15'2.0%P.I.HPP.I.0.5%"C"1557.11547.5"B"1.0%4.5%1557.5P.I.1.7%1555.24EXISTING 30' HEMLOCK AVENUER.O.W. TO BE VACATEDEXISTING 30' PINE AVENUER.O.W. TO BE VACATED9'9'9'9'CANYONCLP.I.1546.81549.81552.81555.8P.I.1556.61557.0ROADCOTTONWOODEXISTING 9' COTTONWOODCANYON ROAD R.O.W. TO BEVACATED0.8%3.0%3.0%3.2%TOP: 1540.0FREEBOARD: 1538.0BOTTOM: 1532.015'GB3.2%COTTONWOODCREEKJURISDICTIONAL LIMITS5'R=53'R=300'1556.31558.81563.1556.31555.31.0%1554.31.0%1553.31552.3R=53'1551.31550.31.0%1549.33.1%CLCLCLSTREET "B"STREET23'23'18'18'46'5'5'23'
23'46'18'18'5'18'23'46'5'18'23'5'35'11'11'24'24'35'70'1543.81540.81557.1"B"1.0%4.5%1557.5P.I.1.7%1555.24EXISTING 30' HEMLOCK AVENUER.O.W. TO BE VACATEDEXISTING 30' PINE AVENUER.O.W. TO BE VACATED9'9'CANYONCLP.I.1546.81549.81552.81555.8P.I.1556.61557.0ROADCOTTONWOODEXISTING 9' COTTONWOODCANYON ROAD R.O.W. TO BEVACATED0.8%3.0%3.0%3.2%COTTONWOODCREEKJURISDICTIONAL LIMITS5'118'118'
92'1532.501532.20BVC1531.7L.P.1531.72P.I.P L A N N E R SE N G I N E E R S S U R V E Y O R S(949) 251-88215 PETERS CANYON ROADSUITE 305IRVINE, CA 92606WWW.MDSCONSULTING.NETPREPARED BY:PREPARED FOR: MDS File: 89492-TR34249-SITE-05.dwgPlot Scale: 1" = 1" Dwg Scale: 1' = 40' Plot Date: 02.06.2024 3:41:43 PM By: Jose MDS Proj. Data: I:\89492-IRVINE-TENTATIVE\PLANNING\Plans\SITE PLANCreated: 05.15.2023 03:10:47 PM Author: MDSLast Edit: 06.19.2023 06:03:16 AM By: JoseCITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIATECHNICAL SITE PLANTENTATIVE TRACT NO. 34249CANYON HILLS ESTATESSHEET OF 7TTM 34249 - TECHNICAL SITE PLAN5( IN FEET )401 inch = ft.GRAPHIC SCALE020 408016040LIMIT OF COTTONWOODCANYON ROADIMPROVEMENTSPROPOSED A.C. DIKE
42'33'37'36'127'21'108'28'91'61'99'19'30'46'87'101'27'17'44'102'46'104'42'44'34'26'15'37'34'37'12'32'48'111'9'33'112'44'113'19'25'9'41'113'36'43'109'36'44'42'23'104'30'39'19'56'87'46'23'64'82'60'78'55'74'57'72'60'55'71'
72'57'60'74'31'77'44'81'2'87'37'87'41'3'46'90'7'87'44'49'30'14'74'48'78'14'30'50'33'75'52'70'8'60'49'72'40'3 6 '120'60'123'25 '1'4'46'160'56'44'39'44'69'33'49'84'26'17'4'17'17'26'45'44'28'90'89'60'23'56'N89°39'23"E 2654.84'N0°03'08"E 1331.96'120'21'108'46'87'48'9'33'44'9'41'43'44'42'23'39'19'56'87'46'82'60'78'55'74'57'72'60'55'71'
72'57'60'74'31'77'44'81'2'87'37'87'41'3'46'90'7'87'44'49'30'14'74'48'78'14'30'50'33'75'52'70'8'60'49'72'40'44'39'44'69'33'49'84'26'17'N89°39'23"E 2654.84'N0°03'08"E 1331.96'3A1CR2AR1AR3CR2BR3BR2CR3B2CR3BR1CPAD=1557.7PAD=1557.1PAD=1556.2PAD=1555.8PAD=1556.7PAD=1570.3PAD=1570.1PAD=1569.9GF=1557.10GF=1556.70GF=1550.90GF=1570.30GF=1570.10GF=1569.90GF=1566.90FF=1558.37FF=1557.77FF=1556.87FF=1556.47FF=1557.37FF=1570.97FF=1570.77FF=1570.57PAD=1558.2GF=1558.20FF=1558.87PAD=1552.6PAD=1552.2PAD=1551.7GF=1552.20GF=1551.70FF=1553.27FF=1552.87FF=1552.37PAD=1566.9FF=1567.57PAD=1569.6FF=1570.27GF=1569.60GF=1558.201BRPAD=15
5
0.5
FF=15
5
1.
5
7 3CRPAD=1550.9FF=1551.572ARPAD=1551.1GF=1551.10FF=1551.771CRPAD=1551.4GF=1551.40FF=1552.072BPAD=1
561.
7
GF=1561.70
FF=15
6
2.373CPAD=1563.2
GF=1563.20FF=1563.871BPAD=1564.5GF=1564.50FF=1565.172CPAD=1565.5GF=1565.50FF=1566.173APAD=1566.5GF=1566.50FF=1567.171CPAD=1567.5GF=1567.50FF=1568.172APAD=1568.5GF=1568.50FF=1569.173BPAD=1569.5GF=1569.50FF=1570.171APAD=1570.4GF=1570.40FF=1571.072BRPAD=1570.5GF=1570.50FF=1571.171ARPAD=1570.4GF=1570.40FF=1571.073CRPAD=1570.5GF=1570.50FF=1571.57GF=1557.703APAD=1567.6GF=1567.60FF=1568.271BPAD=1566.5GF=1566.50FF=1567.172CRPAD=1567.5GF=1567.50FF=1568.175'5'5'5'5'5'5'5'5'5'5'5'5'13'5'5'5'5'5'5'5'5'5'5'12'5'12'5'5'5'5'5'13'12'5'5'12'10'6'
10'10'
6'6'6'10'12'10'6'9'12'10'6'6'10'10'6'12'12'6'10'6'12'6'9'12'10'6'6'10'6'9'12'6'6'6'12'6'7'5'10'5'20'5'8'5'20'24'22'32'25'29'22'5'25'31'49'41'12'12'12'11'40'30'6'12'6'17'6'6'16'15'6'17'6'6'18'12'38'48'42'54'57'50'57'49'56'48'12'21'28'23'19'12'9'18'16'
8'8'16'17'9'20'13'23'15'24'18'43'71'79'20'15'20'11'19'5'5'15'7'6'25'5'9'6'6'15'23'8'16'15'7'5'5'12'8'10'13'20'22'14'6'16'17'5'5'18'20'12'15'18'49'47'8'15'37'9'44'17'46'17'39'9'49'18'42'10'51'19'43'11'23'18'50'12'58'20'18'10'19'11'15'23'23'20'13'14'22'47'15'13'212328303132353637384445464748515253542249192029394041424318333450LOT CLOT C555657OPEN SPACEOPEN SPACE10'18'10'29'21'19'20'19'20'12'19'12'12'19'12'20'12'19'22'10'20'20'15'22'16'22'19'20'19'19'20'19'19'19'12'12'20'23'19'20'20'22'18'20'GF=156
2.202CRFF=1562.
8
7
PAD=
1
562.
2
GF=1562.803BFF=1563.47PAD=1562.8GF=1563.60FF=1564.27PAD=1563.61CR5'5'18'18'18'21'7'24'10'35'25'35'57'48'35'45'31'20'3A2BR3BR2CR1CPAD=1570.3PAD=1570.1PAD=1569.9GF=1570.30GF=1570.10GF=1569.90GF=1566.90FF=1570.97FF=1570.77FF=1570.57PAD=1566.9FF=1567.57PAD=1569.6FF=1570.27GF=1569.602BPAD=1
561.
7
GF=1561.70
FF=15
6
2.373CPAD=1563.2
GF=1563.20FF=1563.871BPAD=1564.5GF=1564.50FF=1565.172CPAD=1565.5GF=1565.50FF=1566.173APAD=1566.5GF=1566.50FF=1567.171CPAD=1567.5GF=1567.50FF=1568.172APAD=1568.5GF=1568.50FF=1569.173BPAD=1569.5GF=1569.50FF=1570.171APAD=1570.4GF=1570.40FF=1571.072BRPAD=1570.5GF=1570.50FF=1571.171ARPAD=1570.4GF=1570.40FF=1571.073CRPAD=1570.5GF=1570.50FF=1571.573APAD=1567.6GF=1567.60FF=1568.271BPAD=1566.5GF=1566.50FF=1567.172CRPAD=1567.5GF=1567.50FF=1568.175'5'5'5'5'5'5'5'5'12'5'5'12'10'6'
10'10'
6'6'6'10'12'10'6'9'12'10'6'6'10'10'6'12'12'6'10'6'12'6'9'12'10'6'6'10'6'9'12'6'6'6'12'6'7'5'10'5'20'5'8'5'20'24'22'32'25'29'22'5'25'31'12'18'12'12'21'28'23'19'12'9'18'16'
8'8'16'17'9'20'13'23'15'24'18'5'5'15'7'6'25'5'9'6'6'15'23'8'16'15'7'5'5'12'8'10'13'20'22'14'6'17'5'5'18'20'12'15'13'353637384445464748515253544939401424350LOT COPEN SPACE10'18'10'29'21'22'10'20'20'15'22'16'22'19'20'19'19'20'19'19'19'12'12'20'23'19'20'20'22'18'20'161016001590158015701620162016101600159015801580159015801570160015901580157015701560156515701575157015651575 161016001590158015701620162016101600159015801580159015801570160015901580157015651570157515758"SS8"W8"W8"SS8"W8"SS8"W8"SS8SDR=53'1567.8P.I.R=250'4.5%1568.30.5%1568.81565.51567.6
1565.9R=300'1564.21.7%1562.51560.5CLCL STREETSTREETPROPOSED 10' STORMDRAIN EASEMENT23'46'18'18'5'23'5'18'18'23'23'46'5'5'2.0%P.I.1.7%HPP.I."C"0.5%R=53'1567.8P.I.R=250'4.5%1568.30.5%1568.81565.51567.6
1565.9R=300'1564.21.7%1562.51560.5CLCL STREETSTREETPROPOSED 10' STORMDRAIN EASEMENT23'46'18'18'5'23'5'18'18'23'23'46'5'5'2.0%P.I.1.7%HPP.I."C"0.5%R=53'1567.8P.I.R=250'4.5%1568.30.5%1568.81565.51567.6
1565.9R=300'1564.21.7%1562.51560.5CLCL STREETSTREETPROPOSED 10' STORMDRAIN EASEMENT23'46'18'18'5'23'5'18'18'23'23'46'5'5'2.0%P.I.1.7%HPP.I."C"0.5%1557.61556.6R=53'R=53'1556.31558.81563.31567.8P.I.R=250'4.5%1568.30.5%1568.81565.51567.6
1565.9R=300'1564.21.7%1562.51560.51.8%L.P.1558.5P.I.1.2%1556.31.0%1.0%CLCLCLCL STREETSTREETTREETPROPOSED 10' STORMDRAIN EASEMENT23'46'18'18'5'23'5'18'18'23'23'46'5'5'10'23'
23'46'18'18'5'18'23'46'5'18'23'5'2.0%P.I.1.7%HPP.I."C"0.5%"C"1557.14.5%1557.5P.I.1.7%5'R=53'1567.8P.I.R=250'4.5%1568.30.5%1568.81565.51567.6
1565.9R=300'1564.21.7%1562.51560.5CLCL STREETSTREETPROPOSED 10' STORMDRAIN EASEMENT23'46'18'18'5'23'5'18'18'23'23'46'5'5'2.0%P.I.1.7%HPP.I."C"0.5%P L A N N E R SE N G I N E E R S S U R V E Y O R S(949) 251-88215 PETERS CANYON ROADSUITE 305IRVINE, CA 92606WWW.MDSCONSULTING.NETPREPARED BY:PREPARED FOR: MDS File: 89492-TR34249-SITE-06.dwgPlot Scale: 1" = 1" Dwg Scale: 1' = 40' Plot Date: 02.06.2024 3:37:53 PM By: Jose MDS Proj. Data: I:\89492-IRVINE-TENTATIVE\PLANNING\Plans\SITE PLANCreated: 05.02.2023 09:24:03 PM Author: MDSLast Edit: 05.16.2023 10:36:52 AM By: JoseCITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIATECHNICAL SITE PLANTENTATIVE TRACT NO. 34249CANYON HILLS ESTATESSHEET OF 7TTM 34249 - TECHNICAL SITE PLAN6( IN FEET )401 inch = ft.GRAPHIC SCALE02040 80160
P L A N N E R SE N G I N E E R S S U R V E Y O R S(949) 251-88215 PETERS CANYON ROADSUITE 305IRVINE, CA 92606WWW.MDSCONSULTING.NETPREPARED BY:PREPARED FOR: MDS File: 89492-TR34249-SITE-07.dwgPlot Scale: 1" = 1" Dwg Scale: 1' = 40' Plot Date: 02.06.2024 3:37:38 PM By: Jose MDS Proj. Data: I:\89492-IRVINE-TENTATIVE\PLANNING\Plans\SITE PLANCreated: 05.11.2023 07:47:44 AM Author: MDSLast Edit: 06.19.2023 06:08:08 AM By: JoseCITY OF LAKE ELSINORE, COUNTY OF RIVERSIDE, STATE OF CALIFORNIATECHNICAL SITE PLANTENTATIVE TRACT NO. 34249CANYON HILLS ESTATESSHEET OF 7TTM 34249 - TECHNICAL SITE PLAN7( IN FEET )801 inch = ft.GRAPHIC SCALE0 40 80160320GF=1590.602AFF=1591.27PAD=1590.63A3BR2B3C1B3A1C1CR2AR1AR2BR3CR3AR2BR3BR2CR1C3A2C1B3C2A3B3B1BRPAD=1554.9GF=1554.90FF=1555.571AR2CR3BR1C2ARPAD=1554.3GF=1554.30FF=1554.97GF=1553.30FF=1553.97PAD=1557.5PAD=1556.7PAD=1556.6PAD=1555.7PAD=1555.2PAD=1557.7PAD=1557.1PAD=1556.2PAD=1555.8PAD=1556.7PAD=1555.3PAD=1553.3PAD=1570.3PAD=1570.1PAD=1569.9GF=1553.50GF=1555.20GF=1555.70GF=1556.10PAD=1556.60GF=1556.70GF=1557.50GF=1557.10GF=1556.70GF=1556.20GF=1555.80GF=1555.30GF=1550.90GF=1570.30GF=1570.10GF=1569.90GF=1566.90FF=1558.17FF=1557.37FF=1557.27FF=1556.37FF=1555.87FF=1558.37FF=1557.77FF=1556.87FF=1556.47FF=1557.37FF=1555.97FF=1570.97FF=1570.77FF=1570.57PAD=1551.7GF=1551.70FF=1552.37PAD=1552.2GF=1552.20FF=1552.87PAD=1552.6GF=1552.60FF=1553.27PAD=1553.0GF=1553.00FF=1553.67PAD=1553.5FF=1554.17PAD=1554.8GF=1554.80FF=1555.47PAD=1554.4GF=1554.40FF=1555.07PAD=1558.2GF=1558.20FF=1558.87PAD=1552.6PAD=1552.2PAD=1551.7GF=1552.60GF=1552.20GF=1551.70FF=1553.27FF=1552.87FF=1552.37PAD=1566.9FF=1567.57PAD=1569.6FF=1570.27PAD=1556.1FF=1556.772CGF=1569.602BGF=1553.80PAD=1553.8FF=1554.471APAD=1557.9GF=1557.90FF=1558.572APAD=1558.2GF=1558.20FF=1558.871BR
PAD=1
5
5
0.5
GF=15
5
0.5
0
FF=15
51.
5
7 3CRPAD=1550.9FF=155
1.572ARPAD=1551.1GF=1551.10FF=1551.771CRPAD=1551.4GF=1551.40FF=1552.072BPAD=1 561.7
GF=15
61.7
0
FF=15
6
2.
37 3CPAD=1
563.2
GF=1
56
3.
2
0
FF=1563.8
7 1BPAD=1564.5GF=1564.50FF=1565.172CPAD=1565.5GF=1565.50FF=1566.173APAD=1566.5GF=1566.50FF=1567.171CPAD=1567.5GF=1567.50FF=1568.172APAD=1568.5GF=1568.50FF=1569.173BPAD=1569.5GF=1569.50FF=1570.171APAD=1570.4GF=1570.40FF=1571.072BRPAD=1570.5GF=1570.50FF=1571.171ARPAD=1570.4GF=1570.40FF=1571.073CRPAD=1570.5GF=1570.50FF=1571.57GF=1557.703APAD=1567.6GF=1567.60FF=1568.271APAD=1554.0GF=1554.00FF=1554.671BPAD=1566.5GF=1566.50FF=1567.172CRPAD=1567.5GF=1567.50FF=1568.1710'5'5'5'5'5'5'5'5'5'5'5'5'5'10'5'5'10'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'10'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'13'5'5'5'5'5'5'5'5'5'5'5'5'5'5'5'12'16'12'12'12'12'12'5'12'10'10'12'12'12'12'12'12'12'5'5'20'10'5'5'5'13'12'5'5'12'10'6'
10'10'
6'6'6'10'12'10'6'9'12'10'6'6'10'10'6'12'12'6'10'6'12'6'9'12'10'6'6'10'6'9'12'6'6'6'12'6'7'5'10'5'20'5'8'5'20'24'22'32'25'29'22'5'25'31'49'41'12'12'12'11'40'30'6'12'6'17'6'6'16'15'6'17'6'6'6'6'6'5'5'13'18'19'19'18'12'46'38'48'42'54'57'50'57'49'56'48'12'5'5'66'21'28'23'19'12'9'18'16'
8'8'16'17'9'20'13'23'15'24'18'43'71'79'5'10'20'15'22'20'5'11'19'5'5'15'7'6'25'5'9'6'6'15'23'8'16'15'7'5'5'12'8'10'13'20'22'14'11'6'16'17'5'5'18'20'12'15'22'16'18'5'19'14'5'5'24'30'27'21'21'13'16'22'14'23'15'17'25'16'24'24'18'5'7'12'25'18'14'21'15'23'25'17'23'15'15'23'11'17'15'9'16'10'5'7'14'7'5'5'14'15'49'47'8'15'37'9'44'17'46'17'39'9'49'18'42'10'51'19'43'11'49'16'31'60'23'55'18'50'12'58'20'18'10'19'11'15'23'23'20'13'14'22'47'15'13'123681011121415162123242627283031323536373844454647485152535422LOT 13449PARK45791719202529394041424313LOT BLOT B18333450LOT CLOT C5556575859606162646566676882818079787776757473727170698384858687888990919293949596979899100101102103104105106107108109110111112113114115116117118119121122123124125127126128129130131132133120LOT 134DETENTION/WATER QUALITY BASINLOT 135DETENTION/WATER QUALITY BASINOPEN SPACEOPEN SPACELOT AOPEN SPACELOT AOPEN SPACELOT AOPEN SPACELOT CLOT COPEN SPACEOPEN SPACETTM 34249-210'18'10'29'21'6312'20'19'23'17'20'15'15'23'20'20'17'19'19'17'19'20'19'19'20'19'20'17'12'19'17'20'20'18'12'19'19'12'12'19'12'20'12'19'16'23'22'10'20'20'15'
22'16'22'19'20'19'19'20'19'19'19'12'12'20'23'19'20'20'22'18'20'GF=1590.003CFF=1590.67PAD=1590.0GF=1589.302BRFF=1589.97PAD=1589.3GF=1589.701AFF=1589.37PAD=1588.7GF=1588.103BRFF=1588.77PAD=1588.1GF=1587.402CRFF=1588.07PAD=1587.41ARFF=1571.07PAD=1570.4GF=1570.40GF=1570.20FF=1570.87PAD=1570.22BGF=1570.003CRFF=1570.67PAD=1570.01BFF=1570.37PAD=1569.7GF=1569.70GF=1569.402CRFF=1569.07PAD=1569.4GF=1569.103BFF=1569.77PAD=1569.1GF=1568.801CRFF=1569.47PAD=1568.8GF=1568.302AFF=1568.97PAD=1568.3GF=1570.403BRFF=1571.07PAD=1570.4GF=1570.202AFF=1570.87PAD=1570.23CRGF=1570.01CRFF=1570.67PAD=1570.0GF=1569.703AFF=1570.37PAD=1569.7GF=1569.402CRFF=1570.07PAD=1569.41BFF=1569.77PAD=1569.1GF=1569.10GF=1568.903CRFF=1569.57PAD=1568.9GF=1568.60FF=1569.27PAD=1568.62B1ARFF=1569.17PAD=1568.5GF=1568.50GF=1568.502BRFF=1569.17PAD=1568.5GF=1562.203CRFF=1562.87PAD=1562.2GF=1561.601BRFF=1562.27PAD=1561.6GF=1560.702CFF=1561.37PAD=1560.7GF=1558.803ARFF=1559.47PAD=1558.8GF=1558.30FF=1558.97PAD=1558.32BGF=1557.701CRFF=1558.37PAD=1557.7GF=1556.803BFF=1557.47PAD=1556.81ARFF=1556.47PAD=1555.8GF=1555.80GF=1554.80FF=1555.47PAD=1554.82BGF=1553.803CRFF=1554.47PAD=1553.81BFF=1553.47PAD=1552.8GF=1552.80GF=1551.802CRFF=1552.47PAD=1551.8GF=1551.003ARFF=1551.67PAD=1551.0GF=1561.902ARFF=1562.57PAD=1561.9GF=1562.203BFF=1562.87PAD=1562.21ARFF=1563.27PAD=1562.6GF=1562.60GF=1563.30FF=1563.97PAD=1563.32BGF=1564.003CRFF=1564.67PAD=1564.01BFF=1565.47PAD=1564.8GF=1564.80GF=1565.202CRFF=1565.87PAD=1565.2GF=1565.903AFF=1566.57PAD=1565.9GF=1566.50FF=1567.17PAD=1566.51CRGF=1567.102AFF=1567.77PAD=1567.1GF=1567.703BRFF=1568.37PAD=1567.7GF=1569.001AFF=1569.67PAD=1569.0GF=15
6
8.
8
0
2BR
FF=156
9
.
47
PAD=15
68.
8
GF=15
68.53AFF=156
9.
17
PAD=1
568.5
GF=15
6
2.2
0
2CR
FF=156
2
.
87
PAD=1
5
62.
2
GF=1562.803BFF=1563.47PAD=1562.8GF=1563.60FF=1564.27PAD=1563.61CRGF=1564.202AFF=1564.87PAD=1564.2GF=1564.803CRFF=1565.47PAD=1564.8GF=1565.401AFF=1566.07PAD=1565.4GF=1566.02CRFF=1566.67PAD=1566.0GF=1566.503AFF=1567.17PAD=1566.5GF=1567.802AFF=1568.47PAD=1567.8GF=1568.303BFF=1568.97PAD=1568.3GF=1569.002BRFF=1569.67PAD=1569.0GF=15
69.9
0
3AFF=156
9.
57
PAD=15
68.9GF=15
6
8.
7
0
FF=156
9.
3
7
PAD=
1
5
68.
7
1CRGF=1560.903BRFF=1561.57PAD=1560.9GF=1559.40FF=1560.07PAD=1559.41CGF=1559.502ARFF=1560.17PAD=1559.5GF=1559.203CFF=1559.87PAD=1559.2GF=1558.501BRFF=1559.17PAD=1558.5GF=1558.002CFF=1558.67PAD=1558.GF=1557.103ARFF=1557.77PAD=1557.1GF=1556.10FF=1556.77PAD=1556.11CGF=1555.202ARFF=1555.87PAD=1555.2GF=1554.201AFF=1554.87PAD=1554.2GF=1553.303ARFF=1553.97PAD=1553.3GF=1552.102CFF=1552.77PAD=1552.11BFF=1551.17PAD=1550.5GF=1550.50GF=1548.803CFF=1549.47PAD=1548.85'5'18'18'18'21'20'20'7'9'19'20'23'23'5'5'18'5'5'10'10'20'5'5'20'20'20'19'8'7'17'18'18'23'10'10'10'10'20'21'15'14'10'20'42'35'17'10'18'22'26'
33'10'15'20'10'10'63'20'20'18'18'5'5'18'23'10'17'58'
45'46'20'5'5'5'5'67'49'20'20'19'20'20'18'18'5'5'23'18'20'5'5'10'10'20'20'5'5'20'5'5'18'18'18'28'10'5'5'10'20'5'5'20'20'19'20'18'18'5'5'18'23'19'20'5'20'20'5'5'16'5'20'18'22'10'5'37'18'16'30'12'12'9'9'18'5'5'5'18'5'20'20'19'20'23'20'5'5'17'19'5'5'18'18'18'23'20'5'5'5'5'20'19'20'20'10'10'6'6'18'21'18'23'20'20'31'5'10'20'14'8'5'20'45'8'5'18'23'30'17'19'5'5'20'18'18'5'5'5'5'20'20'18'20'19'20'10'10'5'5'5'5'18'18'18'23'20'20'5'5'20'19'20'5'5'15'15'20'20'5'5'20'5'5'18'18'18'26'20'5'23'18'20'20'20'20'5'5'18'21'10'10'20'20'25'25'23'5'5'40'20'20'5'5'30'5'5'18'18'20'30'10'5'20'5'10'5'5'20'20'18'18'5'5'18'23'20'5'5'10'10'8'5'20'19'20'20'15'18'18'18'15'26'5'5'25'25'20'5'5'20'35'38'5'5'20'20'
25'10'10'5'5'20'5'5'20'19'20'20'18'5'5'18'23'20'5'5'10'10'20'20'26'25'5'5'18'27'26'5'5'10'10'5'5'20'20'5'5'5'5'20'5'20'17'44'5'25'20'33'19'14'13'5'5'6'6'5'10'5'10'5'10'10'20'12'7'11'47'38'39'31'12'7'13'18'20'24'41'28'12'30'48'22'35'37'9'22'18'21'68'7'7'20'33'20'20'24'10'35'25'35'13'13'23'22'15'37'7'77'36'87'47'58'20'48'11'54'15'64'25'68'29'78'38'57'17'7'
47'18'18'55'13'55'42'45'32'65'45'55'48'36'26'39'49'61'51'35'25'48'38'60'50'29'39'59'69'61'52'36'26'58'48'63'56'48'40'25'15'44'35'30'20'56'46'44'34'31'21'62'52'46'54'20'87'58'76'48'72'62'38'48'88'66'79'57'63'43'56'36'46'27'36'18'61'44'71'53'44'27'35'17'57'40'47'30'74'58'64'48'58'42'49'33'73'56'64'48'81'64'72'55'50'32'41'23'88'79'58'63'29'37'61'49'35'25'51'39'25'61'51'49'39'36'25'61'51'49'39'23'33'56'46'57'48'35'45'31'20'56'46'44'34'21'30'56'46'44'34'33'42'44'52'29'38'29'22'51'33'18'23'15'15'9'10'46'56'1BFF=1567.87PAD=1567.2GF=1567.2025'15'25'15'5'5'19'20'30'20'10'10'18'18'
11'5'19'18'18'18'27'10'10'20'23'53'43'52'36'57'47'32'40'41'50'30'20'44'34'39'31'50'40'79'38'69'31'79'73'37'30'8"W8"SS8"W8"SS8"W8"SS8"W8"SS8"SS8"SS8"W8"W8"SS8"W8"SS8"W8"SS8"W8"SS8"SS8"W8"W8"SS8"W8"SS8"SS8"W8"W8"SS8"W8"SS8"W8"SS8"SS8"W8"SS8"W8"W8"SS 8"W8"SS12"W 12"W12"W8"WSDSD164016101600159016101600159015801570162016201610160015901580158015901580157016001590158015701570156015401550162016301590160016101580159015701620
1610
1600
1590
1580 15901580157016001565157015751570156515751541.41542.91544.41546.81545.6P.I.1552.61557.61556.6P.I.5.8%R=600'R=300'R=300'R=300'R=300'R=400'R=53'R=53'R=300'1.5%1546.4P.I.3.6%1548.01.6%1549.61551.21552.81554.41.6%1556.01556.51557.5L.P.BVCEVC1.0%1556.51558.11559.7
1562.4R=250'1.6%1568.46.0%1574.41580.4R=200'6.0%6.0%1586.41587.4R=300'1.0%1588.4H.P.1568.31556.31558.81563.3
1567.8P.I.R=250'4.5%1568.30.5%1568.81565.51567.6
1565.9R=300'1564.21.7%1562.51560.51.8%L.P.1558.5P.I.1559.11560.31.2%R=200'1561.5P.I.1562.51.0%1.2%1563.51564.51565.51566.5H.P.1566.9P.I.1566.6R=20 0 '1.0%0.5%1566.11566.11566.6R=200'1567.11567.61568.11556.31555.31.0%1554.31.0%1553.31552.3R=53'1551.31550.31.0%1549.33.1%CLCLCLCLCLCLCLCLCLCLCLCL
STREET "F"STREET "A"STREETSTREETSTREET "B"STREET60' VCR=350'STREET "D"STREET "D"STR E E T "E "R=300'15'15'PROPOSED20' SEWEREASEMENTPROPOSED 10'DRAINAGEEASEMENTPROPOSED 10' STORMDRAIN EASEMENTPROPOSED 10' STORMDRAIN EASEMENTPROPOSED 3.0'DRAINAGE DITCHPROPOSED 20'STORM DRAINEASEMENTEXISTING POWERPOLE TO REMAINEXISTING POWERPOLE TO REMAINEXISTING POWERPOLE TO REMAINPROPOSED 20' STORMDRAIN EASEMENTPROPOSED 3.0'DRAINAGE DITCHPROPOSED 10'MAINTENANCEACCESS EASEMENT30'30'60'10'20'20'10'30'30'60'10'20'20'10'60'10'20'20'10'30'30'30'30'10'20'10'60'20'23'46'18'18'5'23'5'18'18'23'23'46'5'5'30'30'10'60'20'20' 10'30'30'10'60'20'20'10'23'23'18'18'46'5'5'30'30'20'20'10'60'10'23'
23'46'18'18'5'18'23'46'5'18'23'5'35'11'11'24'24'35'70'PROPOSED 10' STORMDRAIN EASEMENTPROPOSED 20' STORMDRAIN EASEMENT1543.81540.81538.591537.601536.01534.41532.501532.20EVC1532.8BVC1531.7L.P.1531.72P.I.1543.57TC1542.24TC1540.9TC1541.24FS1539.3TC1537.7TC1534.5TC1533.7TC1532.9TC1531.82TC1531.68TC1531.8TC1532.3TC1539.64FS35'35'70'15'20'20'15'1536.1TC1531.23TC1542.58FS1543.91FS1.5'1.6'2.0'2.0'2.0'1.9'1.2'1.3'1.3'1532.3 TW1530.8 TF1532.1 TW1530.5 TF1531.8 TW1530.5 TF1531.7 TW1530.5 TF1531.9 TW1530.0 TF1532.3 TW1531.0 TF1532.5 TW1530.5 TF1533.0 TW1531.0 TF1533.4 TW1531.8 TF15'15'R=25'R=40'R=55'R=70'R=40'R=25'R=25'R=40'R=25'R=25'R=150'R=165'GB1532.0
GB
15'2.0%P.I.1.7%HPP.I."C"0.5%"C"1557.11547.5"B"1.0%4.5%1557.5P.I.1.7%1555.24GB15'EXISTING 30' HEMLOCK AVENUER.O.W. TO BE VACATEDEXISTING 30' PINE AVENUER.O.W. TO BE VACATED9'9'9'9'CANYONCLP.I.1546.81549.81552.81555.8P.I.1556.61557.0ROADCOTTONWOODEXISTING 9' COTTONWOODCANYON ROAD R.O.W. TO BEVACATED0.8%3.0%3.0%3.2%STREET'E'0.5%P.I.1.6%1560.9P.I.PROPOSED 3' CONCRETEDRAINAGE DITCHPROPOSED 3'CONCRETE DRAINAGEDITCHRECLAIM WATER8" SEWER STUB8" WATER STUBEXISTING POWERPOLE TO REMAINEXISTING 30' HEMLOCK AVENUEDEDICATION TO BE VACATEDEXISTING 30' HEMLOCK AVENUEDEDICATION TO BE VACATED3.4'1558.0 T
W
1554.6 TF1560.5FS4:14:14:14:1H.P.P.I.1560.5FS1557.4FS1557.1FS10.0%12.7%10.0%9.7%GB1560.0GB5.0%1557.9FS1560.8FS1560.8FS1560.5FS1560.5FS1552.5
1532.0
1532.0
12.0%1560.8FS1560.5FS1560.8FS1560.5FS2.0%1560.8FS1560.5FS1560.8FS1560.5FS2.0%1560.5FS1560.8FS15'1557.7FS1557.8FS1557.5FS1557.3FS1557.1FS1538.1FS10.0%12.0%12.0%1537.8FS1542.0FG1542.6FG1540.3FS1574.5FG1545.4FS1546.9FG1547.7FG1545.4FS1543.7FS1533.3FS1541.4FS1541.6FS1540.0FS1533.0FS1540.0FS1540.3FS2.0%1540.0FS1540.3FS1540.0FS1540.3FS15'2.0%1540.3FS/LP1540.3FS1538.5FS/LP1538.9FS2.0%1539.8FS1539.4FS1540.3FS1540.7FS3.0%1540.7FS1541.9FS1542.2FS12.0%2.0%1548.5FS1548.8FSGB1532.27FG1532.3FG1533.37FG3.2%1537.23 TC1536.56 FL1537.53FG1537.57FG1534.97FG1543.4FGCOTTONWOODCREEKJURISDICTIONAL LIMITS551.0%1585.41585.2P.I.STREET "D"5'1588.742'17'25'70'H.P.JUNIPER TRAIL(40'/42'/44' X 63' MIN)(LOTS 1-54)CANYON GLEN(LOTS 55-133)
ENTRY8'-1" CLG.KITCHEN8'-1" CLG.DINING116138X8'-1" CLG.GREATROOM128142X8'-1" CLG.GARAGE200204X8'-1" CLG.DEN / OPT.BEDROOM 4110100X8'-1" CLG.PORCH7'-9" CLG.UP15 RREF.D.W.PANTRYOPT. ISLAND48"x36"STORAGE /OPT. SHOWERA6040 S.L. 6068 SL. GL. DR.4040 S.L. 16070 SECTIONAL GARAGE DOORPDR. /OPT. BA. 38'-1" CLG.TANKLESS W/HUTILITIESA/C20'x20'UNOBSTRUCTEDCLEAR SPACEOPT.COVEREDPATIO15080X8'-1" CLG.2040 F.G.2040 S.H.2040 S.H.5040 S.L. RIGHT OF WAYPDR.8'-1" CLG.GREATROOM220142X8'-1" CLG.KITCHEN8'-1" CLG.GARAGE200204X8'-1" CLG.ENTRY8'-1" CLG.DINING8'-1" CLG.OPT. ISLAND48"x36"PANTRYREF.D.W.UP15 RPORCH8'-1" CLG.7'-8" CLG.2040 F.G. 2040 S.H. 6040 SL.6068 SL. GL. DR.4040 SL.16070 SECTIONAL GARAGE DOORTANKLESS W/HUTILITIESA/C20'x20'UNOBSTRUCTEDCLEAR SPACEOPT.COVEREDPATIO15080X8'-1" CLG.2040 S.H. 2026 S.H. RIGHT OF WAYGREATROOM230163X8'-1" CLG.KITCHEN8'-1" CLG.GARAGE200204X8'-1" CLG.ENTRY8'-1" CLG.DINING8'-1" CLG.PORCH8'-1" CLG. BA. 38'-1" CLG.OPT. ISLAND72"x30"PANTRYREF.D.W.UP15 R4040 SL.6068 SL. GL. DR.2040 S.H. 6040 SL.4040 SL.16070 SECTIONAL GARAGE DOORSTORAGE /OPT. SHOWERTANKLESS W/HUTILITIES BEDROOM 4118100X8'-1" CLG.A/C20'x20'UNOBSTRUCTEDCLEAR SPACEOPT.COVEREDPATIO15080X8'-1" CLG.2040 S.H. 4010 S.L.RIGHT OF WAYKLESS W/HUTILITIESA/C2040 S.H.2040 S.H.PORCH7'-9" CLG.PANTRYSTORAGE /OPT. SHOWERA2040 F.G.RIGHT OF WAY4 6 . 0 0 ' M I N6 3 . 0 0 ' M I N4 4 . 0 0 ' M I N4 2 . 0 0 ' M I NF I R S T F L O O R 5'-0"32'-0"5'-0"5'-0"34'-0"5'-0"5'-0"36'-0"5'-0"10'-0"10'-0"10'-0"10'-0"10'-0"10'-0"NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH16 SQ. FT.2 - CAR GARAGE421 SQ. FT.TOTAL LIVING2021 SQ. FT.2ND FLOOR1,152 SQ. FT.1ST FLOOR869 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHS + LOFT + DEN / OPT.BEDROOM 4 AND BATH 3TARGET: 2,000 SQ. FT.2,021 SQ. FT.PLAN 2NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH99 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING1793 SQ. FT.2ND FLOOR1,079 SQ. FT.1ST FLOOR714 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHSTARGET: 1,789 SQ. FT.1,793 SQ. FT.PLAN 1NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH41 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING2288 SQ. FT.2ND FLOOR1,344 SQ. FT.1ST FLOOR944 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE4 BEDROOMS / 2.5 BATHS + LOFT / OPT.BEDROOM 5 + OPT. DENTARGET: 2,203 SQ. FT.2,288 SQ. FT.PLAN 35'-0"10'-0"5'-0"3'x7'A/CTRASH PAD3'x7'TRASH PAD3'x7'TRASH PAD3'x7'TRASH PAD18'-0"(18-0" MIN.)12'-0"(12-0" MIN.)18'-0"(18-0" MIN.)12'-0"(12-0" MIN.)18'-0"(18-0" MIN.)10'-0"(10-0" MIN.)L a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438FLRCOMPOSITE.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8F L O O R P L A N C O M P O S I T E
LOFT120116X8'-1" CLG.BEDROOM 21051110X8'-1" CLG.BEDROOM 3105120X8'-1" CLG.LAU.8'-1" CLG.BA. 28'-1" CLG.OWNERSBATH8'-1" CLG.OWNERSBEDROOM140144X8'-1" CLG.WALK-INCLOSET23 L.F.DN15 RLINENOPT. 15" SHELVESW.D.OPT.SHOWER4040 F.G. 4040 SL. 4040 SL. 4040 SL. 2040 S.H. 2040 S.H. 5040 SL. 2040 S.H.2040 S.H.W.D.LINENOWNER'SBEDROOM130153X8'-1" CLG.WALK-INCLOSET25 L.F.OWNER'SBATH8'-1" CLG.BA. 28'-1" CLG.BEDROOM 2120152X8'-1" CLG.BEDROOM 3130120X8'-1" CLG.LAU.8'-1" CLG.DN15 ROPT. 15" SHELVESPLUMBING WALL STACKS WITHGARAGE WALL BELOWOPT.SHOWER4040 SL.5040 SL.2640 S.H.2040 S.H.6040 SL.2040 S.H. 2040 F.G.2040 S.H.2040 S.H. 2040 S.H. OWNER'SBEDROOM140155X8'-1" CLG.OWNERSBATH8'-1" CLG.BEDROOM 2152108X8'-1" CLG.BEDROOM 3124104X8'-1" CLG.LAU.8'-1" CLG.BA. 28'-1" CLG.BONUS / OPT.BEDROOM 5124166X8'-1" CLG.W.D.OPT. 15" SHELVESDN15 ROPT.SHOWER5040 SL.2040 S.H. 5040 SL.2040 S.H. 5040 SL.WALK-INCLOSET21 L.F.2040 F.G. 2040 F.G. WALK-INCLOSET15 L.F.LINEN4040 F.G.4040 SL.4040 SL.S E C O N D F L O O R NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH16 SQ. FT.2 - CAR GARAGE421 SQ. FT.TOTAL LIVING2021 SQ. FT.2ND FLOOR1,152 SQ. FT.1ST FLOOR869 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHS + LOFT + DEN / OPT.BEDROOM 4 AND BATH 3TARGET: 2,000 SQ. FT.2,021 SQ. FT.PLAN 2NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH99 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING1793 SQ. FT.2ND FLOOR1,079 SQ. FT.1ST FLOOR714 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHSTARGET: 1,789 SQ. FT.1,793 SQ. FT.PLAN 1NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH41 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING2288 SQ. FT.2ND FLOOR1,344 SQ. FT.1ST FLOOR944 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE4 BEDROOMS / 2.5 BATHS + LOFT / OPT.BEDROOM 5 + OPT. DENTARGET: 2,203 SQ. FT.2,288 SQ. FT.PLAN 3L a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438FLRCOMPOSITE.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8F L O O R P L A N C O M P O S I T E
PDR.8'-1" CLG.GREATROOM220142X8'-1" CLG.KITCHEN8'-1" CLG.GARAGE200204X8'-1" CLG.ENTRY8'-1" CLG.DINING8'-1" CLG.OPT. ISLAND48"x36"PANTRYREF.D.W.UP15 R7'-8" CLG.2040 F.G. 2040 S.H. 6040 SL.6068 SL. GL. DR.4040 SL.16070 SECTIONAL GARAGE DOORTANKLESS W/HUTILITIESA/CF I R S T F L O O R 20'x20'UNOBSTRUCTEDCLEAR SPACEOPT.COVEREDPATIO15080X8'-1" CLG.2040 S.H. 2026 S.H. 3'x7'TRASH PADRIGHT OF WAY5'-0"32'-0"5'-0"35'-6"10'-0"4 2 . 0 0 ' M I N6 3 . 0 0 ' M I N18'-0"(18'-0" MIN.)10'-0"(10'-0" MIN.)W.D.LINENOWNER'SBEDROOM130153X8'-1" CLG.WALK-INCLOSET25 L.F.OWNER'SBATH8'-1" CLG.BA. 28'-1" CLG.BEDROOM 2120152X8'-1" CLG.BEDROOM 3130120X8'-1" CLG.LAU.8'-1" CLG.DN15 ROPT. 15" SHELVESPLUMBING WALL STACKS WITHGARAGE WALL BELOWOPT.SHOWER4040 SL.2640 S.H.2040 S.H.6040 SL.2040 S.H. 2040 F.G.2040 S.H.2040 S.H. 2040 S.H. W.D.LINENOWNER'SBEDROOM130153X8'-1" CLG.WALK-INCLOSET25 L.F.OWNER'SBATH8'-1" CLG.BA. 28'-1" CLG.BEDROOM 2120152X8'-1" CLG.BEDROOM 3130120X8'-1" CLG.LAU.8'-1" CLG.DN15 ROPT. 15" SHELVESPLUMBING WALL STACKS WITHGARAGE WALL BELOWOPT.SHOWER4040 SL.5040 SL.2640 S.H.2040 S.H.6040 SL.2040 S.H. 2040 F.G.2040 S.H.S E C O N D F L O O R 2040 S.H. 2040 S.H. S E C O N D F L O O R 5040 SL.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH99 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING1793 SQ. FT.2ND FLOOR1,079 SQ. FT.1ST FLOOR714 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHSTARGET: 1,789 SQ. FT.1,793 SQ. FT.PLAN 1NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH99 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING1793 SQ. FT.2ND FLOOR1,079 SQ. FT.1ST FLOOR714 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHSTARGET: 1,789 SQ. FT.1,793 SQ. FT.PLAN 1L a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438FLR1B.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 1 AR e f l e c t s S a n t a B a r b a r a E l e v a t i o n
FRONTA - SANTA BARBARA1/4"=1'-0"6'-8"Hdr. Ht.8'-1"8'-1"6'-8"Hdr. Ht.±23'-8"OVERALL BUILDING HEIGHTLEFTFENCE HEIGHTRIGHTCATVTEL./ONT.FENCE HEIGHTREARFENCE HEIGHTROOF PLAN A1/8"=1'-0"PITCH: 4:12RAKE: 1-1/2 "EAVE: 12"ROOF MATERIAL: CONCRETE 'S' TILENOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV1.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 1 AS a n t a B a r b a r a E l e v a t i o n
LEFT - OPT. COVERED PATIOAFENCE HEIGHTRIGHT - OPT. COVERED PATIOAFENCE HEIGHTFENCE HEIGHTREAR - OPT. COVERED PATIOANOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICREAR - OPT. AL. PATIO LATTICEARIGHT - OPT. AL. PATIO LATTICE ALEFT - OPT. AL. PATIO LATTICEALEFT - OPT. AL. PATIO SOLIDAFENCE HEIGHTFENCE HEIGHTRIGHT - OPT. AL. PATIO SOLIDAREAR - OPT. AL. PATIO SOLIDAL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV1.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 1 AS a n t a B a r b a r a E l e v a t i o n
PDR.8'-1" CLG.GREATROOM220142X8'-1" CLG.KITCHEN8'-1" CLG.GARAGE200204X8'-1" CLG.ENTRY8'-1" CLG.DINING8'-1" CLG.OPT. ISLAND48"x36"PANTRYREF.D.W.UP15 RPORCH8'-1" CLG.7'-8" CLG.2040 F.G. 2040 S.H. 6040 SL.6068 SL. GL. DR.4040 SL.16070 SECTIONAL GARAGE DOORTANKLESS W/HUTILITIESA/C5'-0"32'-0"5'-0"35'-6"4 2 . 0 0 ' M I N6 3 . 0 0 ' M I NF I R S T F L O O R 10'-0"20'x20'UNOBSTRUCTEDCLEAR SPACEOPT.COVEREDPATIO15080X8'-1" CLG.2040 S.H. 2026 S.H. 3'x7'TRASH PADRIGHT OF WAY18'-0"(18'-0" MIN.)10'-0"(10'-0" MIN.)W.D.LINENOWNER'SBEDROOM130153X8'-1" CLG.WALK-INCLOSET25 L.F.OWNER'SBATH8'-1" CLG.BA. 28'-1" CLG.BEDROOM 2120152X8'-1" CLG.BEDROOM 3130120X8'-1" CLG.LAU.8'-1" CLG.DN15 ROPT. 15" SHELVESPLUMBING WALL STACKS WITHGARAGE WALL BELOWOPT.SHOWER4040 SL.5040 SL.2640 S.H.2040 S.H.6040 SL.2040 S.H. 2040 F.G.2040 S.H.S E C O N D F L O O R 2040 S.H. 2040 S.H. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH99 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING1793 SQ. FT.2ND FLOOR1,079 SQ. FT.1ST FLOOR714 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHSTARGET: 1,789 SQ. FT.1,793 SQ. FT.PLAN 1L a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438FLR1A.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 1 BR e f l e c t s C a l i f o r n i a R a n c h E l e v a t i o n
FRONTB - CALIFORNIA RANCH1/4"=1'-0"8'-1"8'-1"6'-8"Hdr. Ht.±23'-8"OVERALL BUILDING HEIGHT6'-8"Hdr. Ht.LEFTFENCE HEIGHTRIGHTCATVTEL./ONT.FENCE HEIGHTREARFENCE HEIGHTROOF PLAN B1/8"=1'-0"PITCH: 4:12RAKE: 12"EAVE: 12"ROOF MATERIAL: CONCRETE FLAT TILEFRONTB - CALIFORNIA RANCH1/4"=1'-0"8'-1"8'-1"6'-8"Hdr. Ht.±23'-8"OVERALL BUILDING HEIGHT6'-8"Hdr. Ht.NOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV1.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 1 BC a l i f o r n i a R a n c h E l e v a t i o n
FENCE HEIGHTLEFT - OPT. COVERED PATIOBFENCE HEIGHTRIGHT - OPT. COVERED PATIOBFENCE HEIGHTREAR - OPT. COVERED PATIOBNOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICFENCE HEIGHTREAR - OPT. AL. PATIO LATTICEBFENCE HEIGHTRIGHT - OPT. AL. PATIO LATTICE BFENCE HEIGHTLEFT - OPT. AL. PATIO LATTICEBFENCE HEIGHTLEFT - OPT. AL. PATIO SOLIDBFENCE HEIGHTRIGHT - OPT. AL. PATIO SOLIDBFENCE HEIGHTREAR - OPT. AL. PATIO SOLIDBL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV1.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 1 BC a l i f o r n i a R a n c h E l e v a t i o n
PDR.8'-1" CLG.GREATROOM220142X8'-1" CLG.KITCHEN8'-1" CLG.GARAGE200204X8'-1" CLG.ENTRY8'-1" CLG.DINING8'-1" CLG.OPT. ISLAND48"x36"PANTRYREF.D.W.UP15 RPORCH8'-1" CLG.7'-8" CLG.2040 F.G. 2040 S.H. 6040 SL.6068 SL. GL. DR.4040 SL.16070 SECTIONAL GARAGE DOORTANKLESS W/HUTILITIESA/CF I R S T F L O O R 20'x20'UNOBSTRUCTEDCLEAR SPACEOPT.COVEREDPATIO15080X8'-1" CLG.2040 S.H. 2026 S.H. 3'x7'TRASH PADRIGHT OF WAY5'-0"32'-0"5'-0"35'-6"10'-0"4 2 . 0 0 ' M I N6 3 . 0 0 ' M I N18'-0"(18'-0" MIN.)10'-0"(10'-0" MIN.)W.D.LINENOWNER'SBEDROOM130153X8'-1" CLG.WALK-INCLOSET25 L.F.OWNER'SBATH8'-1" CLG.BA. 28'-1" CLG.BEDROOM 2120152X8'-1" CLG.BEDROOM 3130120X8'-1" CLG.LAU.8'-1" CLG.DN15 ROPT. 15" SHELVESPLUMBING WALL STACKS WITHGARAGE WALL BELOWOPT.SHOWER4040 SL.2040 S.H.6040 SL.2040 S.H. 2040 F.G.2040 S.H.2040 S.H. 2040 S.H. W.D.LINENOWNER'SBEDROOM130153X8'-1" CLG.WALK-INCLOSET25 L.F.OWNER'SBATH8'-1" CLG.BA. 28'-1" CLG.BEDROOM 2120152X8'-1" CLG.BEDROOM 3130120X8'-1" CLG.LAU.8'-1" CLG.DN15 ROPT. 15" SHELVESPLUMBING WALL STACKS WITHGARAGE WALL BELOWOPT.SHOWER4040 SL.5040 SL.2640 S.H.2040 S.H.6040 SL.2040 S.H. 2040 F.G.2040 S.H.S E C O N D F L O O R 2040 S.H. 2040 S.H. S E C O N D F L O O R 4040 SL.5040 SL.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH99 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING1793 SQ. FT.2ND FLOOR1,079 SQ. FT.1ST FLOOR714 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHSTARGET: 1,789 SQ. FT.1,793 SQ. FT.PLAN 1NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH99 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING1793 SQ. FT.2ND FLOOR1,079 SQ. FT.1ST FLOOR714 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHSTARGET: 1,789 SQ. FT.1,793 SQ. FT.PLAN 1L a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438FLR1C.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 1 CR e f l e c t s C a l i f o r n i a C r a f t s m a n E l e v a t i o n
FRONTC - CALIFORNIA CRAFTSMAN1/4"=1'-0"6'-8"Hdr. Ht.8'-1"8'-1"6'-8"Hdr. Ht.±23'-8"OVERALL BUILDING HEIGHTLEFTFENCE HEIGHTRIGHTCATVTEL./ONT.FENCE HEIGHTREARFENCE HEIGHTROOF PLAN C1/8"=1'-0"PITCH: 4:12RAKE: 12"EAVE: 12"ROOF MATERIAL: CONCRETE FLAT TILENOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV1.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 1 CC a l i f o r n i a C r a f t s m a n E l e v a t i o n
LEFT - OPT. COVERED PATIOCFENCE HEIGHTRIGHT - OPT. COVERED PATIOCFENCE HEIGHTFENCE HEIGHTREAR - OPT. COVERED PATIOCNOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICREAR - OPT. AL. PATIO LATTICECRIGHT - OPT. AL. PATIO LATTICE CLEFT - OPT. AL. PATIO LATTICECLEFT - OPT. AL. PATIO SOLIDCRIGHT - OPT. AL. PATIO SOLIDCREAR - OPT. AL. PATIO SOLIDCFENCE HEIGHTL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV1.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 1 CC a l i f o r n i a C r a f t s m a n E l e v a t i o n
ENTRY8'-1" CLG.KITCHEN8'-1" CLG.DINING116138X8'-1" CLG.GREATROOM128142X8'-1" CLG.GARAGE200204X8'-1" CLG.DEN / OPT.BEDROOM 4110100X8'-1" CLG.PORCH7'-9" CLG.UP15 RREF.D.W.PANTRYOPT. ISLAND48"x36"STORAGE /OPT. SHOWERA6040 S.L. 6068 SL. GL. DR.4040 S.L. 16070 SECTIONAL GARAGE DOORPDR. /OPT. BA. 38'-1" CLG.TANKLESS W/HUTILITIESA/C20'x20'UNOBSTRUCTEDCLEAR SPACEOPT.COVEREDPATIO15080X8'-1" CLG.2040 F.G.2040 S.H.2040 S.H.3'x7'TRASH PADRIGHT OF WAYF I R S T F L O O R 5'-0"34'-0"5'-0"10'-0"35'-6"4 4 . 0 0 ' M I N6 3 . 0 0 ' M I N4036 S.L. W/ 1/2 RND. ABV.18'-0"(18'-0" MIN.)12'-0"(12'-0" MIN.)LOFT120116X8'-1" CLG.BEDROOM 21051110X8'-1" CLG.BEDROOM 3105120X8'-1" CLG.LAU.8'-1" CLG.BA. 28'-1" CLG.OWNERSBATH8'-1" CLG.OWNERSBEDROOM140144X8'-1" CLG.WALK-INCLOSET23 L.F.DN15 RLINENOPT. 15" SHELVESW.D.OPT.SHOWER4040 F.G. 4040 SL. 4040 SL. 2040 S.H. 2040 S.H. 5040 SL. 2040 S.H.2040 S.H.LOFT120116X8'-1" CLG.BEDROOM 21051110X8'-1" CLG.BEDROOM 3105120X8'-1" CLG.LAU.8'-1" CLG.BA. 28'-1" CLG.OWNERSBATH8'-1" CLG.OWNERSBEDROOM140144X8'-1" CLG.WALK-INCLOSET23 L.F.DN15 RLINENOPT. 15" SHELVESW.D.OPT.SHOWER4040 F.G. 4040 SL. 4040 SL. 4040 SL. 2040 S.H. 2040 S.H. 5040 SL. S E C O N D F L O O R 2040 S.H.2040 S.H.S E C O N D F L O O R NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH16 SQ. FT.2 - CAR GARAGE421 SQ. FT.TOTAL LIVING2021 SQ. FT.2ND FLOOR1,152 SQ. FT.1ST FLOOR869 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHS + LOFT + DEN / OPT.BEDROOM 4 AND BATH 3TARGET: 2,000 SQ. FT.2,021 SQ. FT.PLAN 2NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH16 SQ. FT.2 - CAR GARAGE421 SQ. FT.TOTAL LIVING2021 SQ. FT.2ND FLOOR1,152 SQ. FT.1ST FLOOR869 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHS + LOFT + DEN / OPT.BEDROOM 4 AND BATH 3TARGET: 2,000 SQ. FT.2,021 SQ. FT.PLAN 2L a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438FLR2B.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 2 AR e f l e c t s S a n t a B a r b a r a E l e v a t i o n
FRONTA - SANTA BARBARA1/4"=1'-0"8'-1"8'-1"6'-8"Hdr. Ht.6'-8"Hdr. Ht.±24'-3"OVERALL BUILDING HEIGHTLEFTFENCE HEIGHTRIGHTCATVTEL./ONT.FENCE HEIGHTREARFENCE HEIGHTROOF PLANA1/8"=1'-0"PITCH: 4:12RAKE: TIGHTEAVE: 12"ROOF MATERIAL: CONCRETE 'S' TILENOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV2.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 2 AS a n t a B a r b a r a E l e v a t i o n
NOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICLEFT - OPT. COVERED PATIO AFENCE HEIGHTRIGHT - OPT. COVERED PATIO AFENCE HEIGHTFENCE HEIGHTREAR - OPT. COVERED PATIOAFENCE HEIGHTREAR - OPT. AL. PATIO LATTICEAFENCE HEIGHTRIGHT - OPT. AL. PATIO LATTICE AFENCE HEIGHTLEFT - OPT. AL. PATIO LATTICE AFENCE HEIGHTLEFT - OPT. AL. PATIO SOLID AFENCE HEIGHTRIGHT - OPT. AL. PATIO SOLID AFENCE HEIGHTREAR - OPT. AL. PATIO SOLIDAL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV2.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 2 AS a n t a B a r b a r a E l e v a t i o n
ENTRY8'-1" CLG.KITCHEN8'-1" CLG.DINING116138X8'-1" CLG.GREATROOM128142X8'-1" CLG.GARAGE200204X8'-1" CLG.DEN / OPT.BEDROOM 4110100X8'-1" CLG.PORCH7'-9" CLG.UP15 RREF.D.W.PANTRYOPT. ISLAND48"x36"STORAGE /OPT. SHOWERA6040 S.L. 6068 SL. GL. DR.4040 S.L. 16070 SECTIONAL GARAGE DOORPDR. /OPT. BA. 38'-1" CLG.TANKLESS W/HUTILITIESA/C20'x20'UNOBSTRUCTEDCLEAR SPACE5'-0"34'-0"5'-0"10'-0"35'-6"4 4 . 0 0 ' M I N6 3 . 0 0 ' M I NOPT.COVEREDPATIO15080X8'-1" CLG.2040 F.G.2040 S.H.2040 S.H.5040 S.L. 3'x7'TRASH PADRIGHT OF WAY18'-0"(18'-0" MIN.)F I R S T F L O O R 12'-0"(12'-0" MIN.)LOFT120116X8'-1" CLG.BEDROOM 21051110X8'-1" CLG.BEDROOM 3105120X8'-1" CLG.LAU.8'-1" CLG.BA. 28'-1" CLG.OWNERSBATH8'-1" CLG.OWNERSBEDROOM140144X8'-1" CLG.WALK-INCLOSET23 L.F.DN15 RLINENOPT. 15" SHELVESW.D.OPT.SHOWER4040 F.G. 4040 SL. 4040 SL. 4040 SL. 2040 S.H. 2040 S.H. 5040 SL. S E C O N D F L O O R 2040 S.H.2040 S.H.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH16 SQ. FT.2 - CAR GARAGE421 SQ. FT.TOTAL LIVING2021 SQ. FT.2ND FLOOR1,152 SQ. FT.1ST FLOOR869 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHS + LOFT + DEN / OPT.BEDROOM 4 AND BATH 3TARGET: 2,000 SQ. FT.2,021 SQ. FT.PLAN 2SECTION AAT STAIR OVER PORCH (3068 ENTRY DOOR SHOWN)1/4"=1'-0"±7'-9"L a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438FLR2A.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 2 BR e f l e c t s C a l i f o r n i a R a n c h E l e v a t i o n
FRONTB - CALIFORNIA RANCH1/4"=1'-0"8'-1"8'-1"6'-8"Hdr. Ht.6'-8"Hdr. Ht.±24'-3"OVERALL BUILDING HEIGHTLEFTFENCE HEIGHTRIGHTCATVTEL./ONT.FENCE HEIGHTREARFENCE HEIGHTROOF PLANB1/8"=1'-0"PITCH: 4:12RAKE: 12"EAVE: 12"ROOF MATERIAL: CONCRETE FLAT TILENOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV2.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 2 BC a l i f o r n i a R a n c h E l e v a t i o n
FENCE HEIGHTLEFT - OPT. COVERED PATIO BFENCE HEIGHTRIGHT - OPT. COVERED PATIO BFENCE HEIGHTREAR - OPT. COVERED PATIOBNOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICFENCE HEIGHTLEFT - OPT. AL. PATIO LATTICE BFENCE HEIGHTRIGHT - OPT. AL. PATIO LATTICE BFENCE HEIGHTREAR - OPT. AL. PATIO LATTICEBFENCE HEIGHTLEFT - OPT. AL. PATIO SOLID BFENCE HEIGHTRIGHT - OPT. AL. PATIO SOLID BFENCE HEIGHTREAR - OPT. AL. PATIO SOLIDBL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV2.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 2 BC a l i f o r n i a R a n c h E l e v a t i o n
ENTRY8'-1" CLG.KITCHEN8'-1" CLG.DINING116138X8'-1" CLG.GREATROOM128142X8'-1" CLG.GARAGE200204X8'-1" CLG.DEN / OPT.BEDROOM 4110100X8'-1" CLG.PORCH7'-9" CLG.UP15 RREF.D.W.PANTRYOPT. ISLAND48"x36"STORAGE /OPT. SHOWERA6040 S.L. 6068 SL. GL. DR.4040 S.L. 16070 SECTIONAL GARAGE DOORPDR. /OPT. BA. 38'-1" CLG.TANKLESS W/HUTILITIESA/C20'x20'UNOBSTRUCTEDCLEAR SPACEOPT.COVEREDPATIO15080X8'-1" CLG.2040 F.G.2040 S.H.2040 S.H.3'x7'TRASH PADRIGHT OF WAYF I R S T F L O O R 5'-0"34'-0"5'-0"10'-0"35'-6"4 4 . 0 0 ' M I N6 3 . 0 0 ' M I N5040 S.L. 18'-0"(18'-0" MIN.)12'-0"(12'-0" MIN.)LOFT120116X8'-1" CLG.BEDROOM 21051110X8'-1" CLG.BEDROOM 3105120X8'-1" CLG.LAU.8'-1" CLG.BA. 28'-1" CLG.OWNERSBATH8'-1" CLG.OWNERSBEDROOM140144X8'-1" CLG.WALK-INCLOSET23 L.F.DN15 RLINENOPT. 15" SHELVESW.D.OPT.SHOWER4040 F.G. 4040 SL. 4040 SL. 2040 S.H. 2040 S.H. 5040 SL. 2040 S.H.2040 S.H.LOFT120116X8'-1" CLG.BEDROOM 21051110X8'-1" CLG.BEDROOM 3105120X8'-1" CLG.LAU.8'-1" CLG.BA. 28'-1" CLG.OWNERSBATH8'-1" CLG.OWNERSBEDROOM140144X8'-1" CLG.WALK-INCLOSET23 L.F.DN15 RLINENOPT. 15" SHELVESW.D.OPT.SHOWER4040 F.G. 4040 SL. 4040 SL. 4040 SL. 2040 S.H. 2040 S.H. 5040 SL. S E C O N D F L O O R 2040 S.H.2040 S.H.4040 SL.S E C O N D F L O O R NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH16 SQ. FT.2 - CAR GARAGE421 SQ. FT.TOTAL LIVING2021 SQ. FT.2ND FLOOR1,152 SQ. FT.1ST FLOOR869 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHS + LOFT + DEN / OPT.BEDROOM 4 AND BATH 3TARGET: 2,000 SQ. FT.2,021 SQ. FT.PLAN 2NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH16 SQ. FT.2 - CAR GARAGE421 SQ. FT.TOTAL LIVING2021 SQ. FT.2ND FLOOR1,152 SQ. FT.1ST FLOOR869 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2.5 BATHS + LOFT + DEN / OPT.BEDROOM 4 AND BATH 3TARGET: 2,000 SQ. FT.2,021 SQ. FT.PLAN 2L a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438FLR2C.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 2 CR e f l e c t s C a l i f o r n i a C r a f t s m a n E l e v a t i o n
FRONTC - CALIFORNIA CRAFTSMAN1/4"=1'-0"8'-1"8'-1"6'-8"Hdr. Ht.6'-8"Hdr. Ht.±24'-3"OVERALL BUILDING HEIGHTLEFTFENCE HEIGHTRIGHTCATVTEL./ONT.FENCE HEIGHTREARFENCE HEIGHTROOF PLANC1/8"=1'-0"PITCH: 4:12RAKE: 12"EAVE: 12"ROOF MATERIAL: CONCRETE FLAT TILENOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV2.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 2 CC r a f t s m a n E l e v a t i o n
NOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICLEFT - OPT. COVERED PATIO CFENCE HEIGHTRIGHT - OPT. COVERED PATIO CFENCE HEIGHTFENCE HEIGHTREAR - OPT. COVERED PATIOCFENCE HEIGHTREAR - OPT. AL. PATIO LATTICECFENCE HEIGHTRIGHT - OPT. AL. PATIO LATTICE CFENCE HEIGHTLEFT - OPT. AL. PATIO LATTICE CFENCE HEIGHTLEFT - OPT. AL. PATIO SOLID CFENCE HEIGHTRIGHT - OPT. AL. PATIO SOLID CFENCE HEIGHTREAR - OPT. AL. PATIO SOLIDCL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV2.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 2 CC r a f t s m a n E l e v a t i o n
GREATROOM230163X8'-1" CLG.KITCHEN8'-1" CLG.GARAGE200204X8'-1" CLG.ENTRY8'-1" CLG.DINING8'-1" CLG.PORCH8'-1" CLG. BA. 38'-1" CLG.OPT. ISLAND72"x30"PANTRYREF.D.W.UP15 R6068 SL. GL. DR.2040 S.H. 6040 SL.4040 SL.16070 SECTIONAL GARAGE DOORSTORAGE /OPT. SHOWERTANKLESS W/HUTILITIES BEDROOM 4118100X8'-1" CLG.A/C20'x20'UNOBSTRUCTEDCLEAR SPACEOPT.COVEREDPATIO15080X8'-1" CLG.2040 S.H. 4010 S.L.3'x7'TRASH PAD5'-0"36'-0"5'-0"35'-6"10'-0"16070 SECTIONAL GARAGE DOOR5040 SL.4 6 . 0 0 ' M I N6 3 . 0 0 ' M I N18'-0"(18'-0" MIN.)12'-0"(12'-0" MIN.)RIGHT OF WAYF I R S T F L O O R OWNER'SBEDROOM140155X8'-1" CLG.OWNERSBATH8'-1" CLG.BEDROOM 2152108X8'-1" CLG.BEDROOM 3124104X8'-1" CLG.LAU.8'-1" CLG.BA. 28'-1" CLG.BONUS / OPT.BEDROOM 5124166X8'-1" CLG.W.D.OPT. 15" SHELVESDN15 ROPT.SHOWER2040 S.H. 5040 SL.2040 S.H. 5040 SL.WALK-INCLOSET21 L.F.2040 F.G. 2040 F.G. WALK-INCLOSET15 L.F.LINEN4040 F.G.S E C O N D F L O O R 4040 SL.5040 S.L.2030 F.G.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH41 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING2288 SQ. FT.2ND FLOOR1,344 SQ. FT.1ST FLOOR944 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE4 BEDROOMS / 2.5 BATHS + LOFT / OPT.BEDROOM 5 + OPT. DENTARGET: 2,203 SQ. FT.2,288 SQ. FT.PLAN 3L a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438FLR3B.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 3 AR e f l e c t s S a n t a B a r b a r a E l e v a t i o n
FRONTA - SANTA BARBARA1/4"=1'-0"9'-1"8'-1"8'-0"Hdr. Ht.6'-8"Hdr. Ht.±24'-3"OVERALL BUILDING HEIGHTLEFTFENCE HEIGHTRIGHTCATVTEL./ONT.FENCE HEIGHTREARFENCE HEIGHTROOF PLANA1/8"=1'-0"PITCH: 4:12RAKE: TIGHTEAVE: 12"ROOF MATERIAL: CONCRETE 'S' TILENOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV3.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 3 AS a n t a B a r b a r a E l e v a t i o n
NOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICFENCE HEIGHTRIGHT - OPT. COVERED PATIO AFENCE HEIGHTRIGHT - OPT. COVERED PATIO AFENCE HEIGHTREAR - OPT. COVERED PATIOAFENCE HEIGHTREAR - OPT. AL. PATIO LATTICEAFENCE HEIGHTRIGHT - OPT. AL. PATIO LATTICE AFENCE HEIGHTRIGHT - OPT. AL. PATIO LATTICE AFENCE HEIGHTRIGHT - OPT. AL. PATIO SOLID AFENCE HEIGHTRIGHT - OPT. AL. PATIO SOLID AFENCE HEIGHTREAR - OPT. AL. PATIO SOLIDAL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV3.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 3 AS a n t a B a r b a r a E l e v a t i o n
GREATROOM230163X8'-1" CLG.KITCHEN8'-1" CLG.GARAGE200204X8'-1" CLG.ENTRY8'-1" CLG.DINING8'-1" CLG.PORCH8'-1" CLG. BA. 38'-1" CLG.5'-0"36'-0"5'-0"35'-6"10'-0"OPT. ISLAND72"x30"PANTRYREF.D.W.UP15 R4040 SL.6068 SL. GL. DR.2040 S.H. 6040 SL.4040 SL.16070 SECTIONAL GARAGE DOORSTORAGE /OPT. SHOWERTANKLESS W/HUTILITIES BEDROOM 4118100X8'-1" CLG.A/C4 6 . 0 0 ' M I N6 3 . 0 0 ' M I N20'x20'UNOBSTRUCTEDCLEAR SPACEOPT.COVEREDPATIO15080X8'-1" CLG.2040 S.H. 4010 S.L.3'x7'TRASH PADRIGHT OF WAY18'-0"(18'-0" MIN.)F I R S T F L O O R 12'-0"(12'-0" MIN.)OWNER'SBEDROOM140155X8'-1" CLG.OWNERSBATH8'-1" CLG.BEDROOM 2152108X8'-1" CLG.BEDROOM 3124104X8'-1" CLG.LAU.8'-1" CLG.BA. 28'-1" CLG.BONUS / OPT.BEDROOM 5124166X8'-1" CLG.W.D.OPT. 15" SHELVESDN15 ROPT.SHOWER5040 SL.2040 S.H. 5040 SL.2040 S.H. 5040 SL.WALK-INCLOSET21 L.F.2040 F.G. 2040 F.G. WALK-INCLOSET15 L.F.LINENS E C O N D F L O O R 4040 F.G.4040 SL.4040 SL.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH41 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING2288 SQ. FT.2ND FLOOR1,344 SQ. FT.1ST FLOOR944 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE4 BEDROOMS / 2.5 BATHS + LOFT / OPT.BEDROOM 5 + OPT. DENTARGET: 2,203 SQ. FT.2,288 SQ. FT.PLAN 3L a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438FLR3A.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 3 BR e f l e c t s C a l i f o r n i a R a n c h E l e v a t i o n
FRONTB - CALIFORNIA RANCH1/4"=1'-0"9'-1"8'-1"8'-0"Hdr. Ht.6'-8"Hdr. Ht.±24'-3"OVERALL BUILDING HEIGHTLEFTFENCE HEIGHTRIGHTCATVTEL./ONT.FENCE HEIGHTREARFENCE HEIGHTROOF PLANB1/8"=1'-0"PITCH: 4:12RAKE: 12"EAVE: 12"ROOF MATERIAL: CONCRETE FLAT TILENOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV3.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 3 BC a l i f o r n i a R a n c h E l e v a t i o n
NOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICFENCE HEIGHTRIGHT - OPT. COVERED PATIO BFENCE HEIGHTRIGHT - OPT. COVERED PATIO BFENCE HEIGHTREAR - OPT. COVERED PATIOBFENCE HEIGHTREAR - OPT. AL. PATIO LATTICEBFENCE HEIGHTRIGHT - OPT. AL. PATIO LATTICE BFENCE HEIGHTRIGHT - OPT. AL. PATIO LATTICE BFENCE HEIGHTRIGHT - OPT. AL. PATIO SOLID BFENCE HEIGHTRIGHT - OPT. AL. PATIO SOLID BFENCE HEIGHTREAR - OPT. AL. PATIO SOLIDBL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV3.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 3 BC a l i f o r n i a R a n c h E l e v a t i o n
GREATROOM230163X8'-1" CLG.KITCHEN8'-1" CLG.GARAGE200204X8'-1" CLG.ENTRY8'-1" CLG.DINING8'-1" CLG.PORCH8'-1" CLG. BA. 38'-1" CLG.OPT. ISLAND72"x30"PANTRYREF.D.W.UP15 R4040 SL.6068 SL. GL. DR.2040 S.H. 6040 SL.4040 SL.16070 SECTIONAL GARAGE DOORSTORAGE /OPT. SHOWERTANKLESS W/HUTILITIES BEDROOM 4118100X8'-1" CLG.A/C20'x20'UNOBSTRUCTEDCLEAR SPACEOPT.COVEREDPATIO15080X8'-1" CLG.2040 S.H. 4010 S.L.3'x7'TRASH PADRIGHT OF WAYF I R S T F L O O R 5'-0"36'-0"5'-0"35'-6"10'-0"5040 SL.4 6 . 0 0 ' M I N6 3 . 0 0 ' M I N18'-0"(18'-0" MIN.)12'-0"(12'-0" MIN.)OWNER'SBEDROOM140155X8'-1" CLG.OWNERSBATH8'-1" CLG.BEDROOM 2152108X8'-1" CLG.BEDROOM 3124104X8'-1" CLG.LAU.8'-1" CLG.BA. 28'-1" CLG.BONUS / OPT.BEDROOM 5124166X8'-1" CLG.W.D.OPT. 15" SHELVESDN15 ROPT.SHOWER5040 SL.2040 S.H. 5040 SL.2040 S.H. 5040 SL.WALK-INCLOSET21 L.F.2040 F.G. 2040 F.G. WALK-INCLOSET15 L.F.LINENS E C O N D F L O O R 4040 F.G.S E C O N D F L O O R 5040 SL.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH41 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING2288 SQ. FT.2ND FLOOR1,344 SQ. FT.1ST FLOOR944 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE4 BEDROOMS / 2.5 BATHS + LOFT / OPT.BEDROOM 5 + OPT. DENTARGET: 2,203 SQ. FT.2,288 SQ. FT.PLAN 3NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH41 SQ. FT.2 - CAR GARAGE422 SQ. FT.TOTAL LIVING2288 SQ. FT.2ND FLOOR1,344 SQ. FT.1ST FLOOR944 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE4 BEDROOMS / 2.5 BATHS + LOFT / OPT.BEDROOM 5 + OPT. DENTARGET: 2,203 SQ. FT.2,288 SQ. FT.PLAN 3L a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438FLR3C.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 3 CR e f l e c t s C a l i f o r n i a C r a f t s m a n E l e v a t i o n
FRONTC - CALIFORNIA CRAFTSMAN1/4"=1'-0"9'-1"8'-1"8'-0"Hdr. Ht.6'-8"Hdr. Ht.±24'-3"OVERALL BUILDING HEIGHTLEFTFENCE HEIGHTRIGHTCATVTEL./ONT.FENCE HEIGHTREARFENCE HEIGHTROOF PLANC1/8"=1'-0"PITCH: 4:12RAKE: 12"EAVE: 12"ROOF MATERIAL: CONCRETE FLAT TILENOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV3.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 3 CC a l i f o r n i a C r a f t s m a n E l e v a t i o n
NOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICFENCE HEIGHTRIGHT - OPT. COVERED PATIO CFENCE HEIGHTRIGHT - OPT. COVERED PATIO CFENCE HEIGHTREAR - OPT. COVERED PATIOCFENCE HEIGHTREAR - OPT. AL. PATIO LATTICECFENCE HEIGHTRIGHT - OPT. AL. PATIO LATTICE CFENCE HEIGHTRIGHT - OPT. AL. PATIO LATTICE CFENCE HEIGHTRIGHT - OPT. AL. PATIO SOLID CFENCE HEIGHTRIGHT - OPT. AL. PATIO SOLID CFENCE HEIGHTREAR - OPT. AL. PATIO SOLIDCL a k e E l s i n o r e , C aJ U N I P E R T R A I L 4 2 X 6 3 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2J:\GROUP21\02321438\1438ELV3.DWGCopyright 2017 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 8Newport Beach, CA USA 926600 24 8P L A N 3 CC a l i f o r n i a C r a f t s m a n E l e v a t i o n
CANYON HILLS ESTATES42X63 SFD TRACT NO. 34249JOB # 023-21438COLOR SELECTION CHARTROOF:EAGLE, BORAL DECEMBER 14, 2021PAINT: SHERWIN WILLIAMS STUCCO:OMEGA GUTTERS & DOWNSPOUTS:RGS METALS WROUGHT IRON: SW 6990 CAVIARFAUX CLAY VENTS: SW 6096 JUTE BROWNSCHEMES 1-4 ARE ‘A’ SANTA BARBARA ELEVATIONSSCHEMES 5-8 ARE ‘B’ CALIFORNIA RANCH ELEVATIONSSCHEMES 9-12 ARE ‘C’ CALIFORNIA CRAFTSMAN ELEVATIONSSCHEME #123456789101112FASCIA, EAVES, HEADERS, BEAMS & GARAGE DOORS SW 2807ROOKWOOD MEDIUM BROWNSW 6083SABLESW 7026GRIFFINSW 7048URBANE BRONZESW 7510CHATEAU BROWNSW 7040SMOKEHOUSESW 7055ENDURING BRONZESW 7008ALABASTERSW 7566WEST HIGH LAND WHITESW 2846ROYCROFT BRONZE GREENSW 7012CREAMYSW 6104KAFFEETRIM/ACCENT STUCCOSW 7542NATURELSW 7548PORTICOSW 7548PORTICOSW 7535SANDY RIDGESW 7510CHATEAU BROWNSW 7040SMOKEHOUSESW 7055ENDURING BRONZESW 7008ALABASTERSW 7566WEST HIGHLAND WHITESW 2846ROYCROFT BRONZE GREENSW 7012CREAMYSW 6104KAFFEESHUTTERS & ENTRY DOORSSW 6215ROCKY RIVERSW 6243DISTANCESW 2735ROCKWEEDSW 7620SEAWORTHYSW 6249STORM CLOUDSW 2816ROOKWOOD DARK GREENSW 2807ROOKWOOD MEDIUM BROWNSW 7602INDIGO BATIKSW 6041OTTERSW 7605GALE FORCESW 6988BOHEMIAN BLACKSW 7075WEB GRAYBASE STUCCO½ 12(SW 7012)12(SW 7568)¾ 15(SW 6148)1513(SW 7536)¼ 420(SW 7008)472(SW 7564)1 ¾ A105(SW 7532)1 ¼ A790(SW 7638)35(SW 0055)400(SW 7549)¼ 431(SW 7651)½ 429(SW 7543)‘S’ ROOF TILE(EAGLE)3645 SCC 8825 3684 SMC 8402 --------------- --------------- --------------- --------------- --------------- --------------- --------------- ---------------‘S’ ROOF TILE(BORAL)1BCCS6464CA MISSION1BCCS3940CLIFFSIDE1BCCS7954CAMELOT1BCCS7330VERONA CLAY--------------- --------------- --------------- --------------- --------------- --------------- --------------- ---------------FLAT TILE(EAGLE)--------------- --------------- --------------- --------------- 5671 SCP 8804 SCP 8802 5687 SCP 8805 5634 5503 SCP 8803FLAT TILE(BORAL)--------------- --------------- --------------- --------------- 1FBCJ3181SMOKEY1FBCJ3233BROWN BLD1FBCJ4071OCEAN 1FBCJ1132CHARCOAL1FBCJ4070SEA PEARL 1FBCJ4598FOREST GREEN1FBCJ1430CHARCOAL1FBCJ3184RUSTICWINDOW FRAME TANTANTANTANTANTANTANWHITEWHITETANWHITETANGUTTERS & DOWNSPOUTBUCKSKIN BROWNRUSTIC BROWNTERRATONE BRONZE RUSTIC BROWNBRONZE BRONZE WHITE WHITE BRONZE WHITE RUSTIC BROWN
6 0 . 0 0 ' M I N1 2 0 . 0 0 ' M I N5'-0"(MIN.)5'-0"(MIN.)20'-0"(20'-0" MIN.)26'-6"RIGHT OF WAY64'-0"19'-6"(18'-0" MIN.)50'-0"36'-6"(10'-0" MIN.)ENTRY9'-1" CLG.PORCH9'-1" CLG.GARAGE220206X9'-1" CLG.PDR. /OPT. BA.39'-1" CLG.STORAGELINENLINENWALK-INPANTRY9'-1" CLG.D.W.REF.DINING9'-1" CLG.OWNER'SBEDROOM170144X9'-1" CLG.OPT.COVEREDPATIO150100X9'-1" CLG.OPT. 12080 GLIDERWALK-INCLOSET27 L.F.LAU.9'-1" CLG.BEDROOM 2118110X9'-1" CLG.BEDROOM 3106118X9'-1" CLG.BEDROOM 4142110X9'-1" CLG.BA. 29'-1" CLG.GARAGE110164X9'-1" CLG.OWNER'SBATH9'-1" CLG.KITCHEN9'-1" CLG.OPT. DROP8056 XOXGREATROOM322166X9'-1" CLG.5056 SL.2056 F.G.2650 S.H.5050 SL.5050 SL.6056 SL.6056 SL.6080 S.G.D.6056 SL.6056 SL.OPT. 6080 SL. GLS. DR.2656 S.H.2560 S.H.2650 S.H.A/COPT.DESKOPT.EXTENDEDCOVEREDPATIO300100X9'-1" CLG.3'x7'TRASH PADNOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH68 SQ. FT.OPT. EXTENDED COVEREDPATIO150 SQ. FT.OPT. COVERED PATIO150 SQ. FT.3 - CAR GARAGE657 SQ. FT.TOTAL LIVING2.432 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE4 BEDROOMS / 2.5 BATHSTARGET: 2,400 SQ. FT.2,432 SQ. FT.PLAN 1ALINENOWNER'SBATH9'-1" CLG.5050 SL.OPT. FREESTANDING TUB / SHOWERL a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 1 AR e f l e c t s S a n t a B a r b a r a E l e v a t i o n
FRONTA - SANTA BARBARA1/4"=1'-0"12349'-1"8'-0"Hdr. Ht.16'-9"OVERALL BUILDING HEIGHTLEFTFENCE HEIGHTRIGHTFENCE HEIGHTCATVTEL./ONT.REARFENCE HEIGHTROOF PLANA1/8"=1'-0"PITCH: 4:12RAKE: 12"EAVE: 12"ROOF MATERIAL: CONCRETE 'S' TILEL a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8S a n t a B a r b a r a E l e v a t i o nP L A N 1 A
ENTRY9'-1" CLG.PORCH9'-1" CLG.GARAGE220206X9'-1" CLG.PDR. /OPT. BA.39'-1" CLG.STORAGELINENLINENWALK-INPANTRY9'-1" CLG.D.W.REF.DINING9'-1" CLG.OWNER'SBEDROOM170144X9'-1" CLG.OPT.COVEREDPATIO150100X9'-1" CLG.OPT. 12080 GLIDERWALK-INCLOSET27 L.F.LAU.9'-1" CLG.BEDROOM 2118110X9'-1" CLG.BEDROOM 3106118X9'-1" CLG.BEDROOM 4142110X9'-1" CLG.BA. 29'-1" CLG.GARAGE110164X9'-1" CLG.OWNER'SBATH9'-1" CLG.KITCHEN9'-1" CLG.OPT. DROP8056 XOXGREATROOM322166X9'-1" CLG.2056 F.G.2650 S.H.5050 SL.5050 SL.6056 SL.6056 SL.6080 S.G.D.6056 SL.6056 SL.OPT. 6080 SL. GLS. DR.2656 S.H.2560 S.H.2650 S.H.A/COPT.DESKOPT.EXTENDEDCOVEREDPATIO300100X9'-1" CLG.3'x7'TRASH PAD6 0 . 0 0 ' M I N1 2 0 . 0 0 ' M I N5'-0"(MIN.)5'-0"(MIN.)26'-6"RIGHT OF WAY36'-6"(10'-0" MIN.)64'-0"50'-0"4056 SL.1616 F.G.20'-0"(20'-0" MIN.)19'-6"(18'-0" MIN.)NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH68 SQ. FT.OPT. EXTENDED COVEREDPATIO150 SQ. FT.OPT. COVERED PATIO150 SQ. FT.3 - CAR GARAGE657 SQ. FT.TOTAL LIVING2.432 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE4 BEDROOMS / 2.5 BATHSTARGET: 2,400 SQ. FT.2,432 SQ. FT.PLAN 1BL a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 1 BR e f l e c t s N a p a E l e v a t i o n
FRONTB - NAPA1/4"=1'-0"12349'-1"8'-0"Hdr. Ht.20'-0"OVERALL BUILDING HEIGHT1'-8 1/2"LEFTFENCE HEIGHTRIGHTFENCE HEIGHTCATVTEL./ONT.REARFENCE HEIGHTROOF PLANB1/8"=1'-0"PITCH: 4:12RAKE: 6"EAVE: 12"ROOF MATERIAL: CONCRETE 'S' TILEL a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8N a p a E l e v a t i o nP L A N 1 B
ENTRY9'-1" CLG.PORCH9'-1" CLG.GARAGE220206X9'-1" CLG.PDR. /OPT. BA.39'-1" CLG.STORAGELINENLINENWALK-INPANTRY9'-1" CLG.D.W.REF.DINING9'-1" CLG.OWNER'SBEDROOM170144X9'-1" CLG.OPT.COVEREDPATIO150100X9'-1" CLG.OPT. 12080 GLIDERWALK-INCLOSET27 L.F.LAU.9'-1" CLG.BEDROOM 2118110X9'-1" CLG.BEDROOM 3106118X9'-1" CLG.BEDROOM 4142110X9'-1" CLG.BA. 29'-1" CLG.GARAGE110164X9'-1" CLG.OWNER'SBATH9'-1" CLG.KITCHEN9'-1" CLG.OPT. DROP8056 XOXGREATROOM322166X9'-1" CLG.5056 SL.2056 F.G.2650 S.H.5050 SL.5050 SL.6056 SL.6056 SL.6080 S.G.D.6056 SL.6056 SL.OPT. 6080 SL. GLS. DR.2656 S.H.2560 S.H.2650 S.H.A/COPT.DESKOPT.EXTENDEDCOVEREDPATIO300100X9'-1" CLG.3'x7'TRASH PAD6 0 . 0 0 ' M I N1 2 0 . 0 0 ' M I N5'-0"(MIN.)5'-0"(MIN.)RIGHT OF WAY36'-6"(10'-0" MIN.)64'-0"50'-0"26'-6"20'-0"(20'-0" MIN.)19'-6"(18'-0" MIN.)NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH260 SQ. FT.OPT. COVERED PATIO150 SQ. FT.OPT. COVERED PATIO150 SQ. FT.3 - CAR GARAGE657 SQ. FT.TOTAL LIVING2.432 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE4 BEDROOMS / 2.5 BATHSTARGET: 2,400 SQ. FT.2,432 SQ. FT.PLAN 1CL a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 1 CR e f l e c t s C a l i f o r n i a C r a f t s m a n E l e v a t i o n
FRONTC - CALIFORNIA CRAFTSMAN1/4"=1'-0"12349'-1"8'-0"Hdr. Ht.20'-2"OVERALL BUILDING HEIGHT8 1/2"LEFTFENCE HEIGHTRIGHTFENCE HEIGHTCATVTEL./ONT.REARFENCE HEIGHTROOF PLANC1/8"=1'-0"PITCH: 4:12RAKE: 12"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILEL a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8C a l i f o r n i a C r a f t s m a n E l e v a t i o nP L A N 1 C
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH113 SQ. FT.OPT. EXTENDED COVEREDPATIO180 SQ. FT.OPT. COVERED PATIO150 SQ. FT.3 - CAR GARAGE651 SQ. FT.TOTAL LIVING2,843 SQ. FT.2ND FLOOR1,394 SQ. FT.1ST FLOOR1,449 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE4 BEDROOMS / 3 BATHSTARGET: 2,800 SQ. FT.2,843 SQ. FT.PLAN 2A6 0 . 0 0 ' M I N1 2 0 . 0 0 ' M I N5'-0"(MIN.)5'-0"(MIN.)14'-0"(14'-0" MIN.)20'-6"(20'-0" MIN.)48'-0"50'-0"42'-0"58'-0"(10'-0" MIN.)RIGHT OF WAYUP17 RGREATROOM268206X9'-1" CLG.OPT.COVEREDPATIO150100X9'-1" CLG.OPT. 12080 GLIDERGARAGE310206X9'-1" CLG.WALK-INPANTRYSLPG. CLG.OPT. DROPD.W.REF.DINING140129X9'-1" CLG.BEDROOM 41241210X9'-1" CLG.ENTRYVOL. CLG.KITCHEN9'-1" CLG.PORCH9'-1" CLG.LINEN2650 S.H.6056 SL.6056 SL.6080 S.G.D.6056 SL.6056 SL.6056 SL.2040 S.H.A/C8'-1" CLG.BA. 39'-1" CLG.OPT.EXTENDEDCOVEREDPATIO330100X9'-1" CLG.3'x7'TRASH PADWALK-INCLOSET28L.F.OWNER'SBATH8'-1" CLG.LAU.8'-1" CLG.LOFT182120X8'-1" CLG.OWNER'SBEDROOM140179X8'-1" CLG.BEDROOM 2120120X8'-1" CLG.BA. 28'-1" CLG.BEDROOM 3114120X8'-1" CLG.LINENDN17 ROPENTOBELOW15" SHELVESLOW WALL / OPT. OPEN RAIL2040 F.G.2040 F.G. 2040 F.G. 5046 SL.2030 S.H.2030 S.H.2030 S.H.2040 F.G. 5040 SL. 2046 S.H. 2046 S.H.8046 XOX2640 S.H.5040 SL.OWNER'SBATH8'-1" CLG.OPT. FREESTANDING TUB / SHOWERL a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 2 AR e f l e c t s S a n t a B a r b a r a E l e v a t i o n
FRONTA - SANTA BARBARA1/4"=1'-0"12349'-1"8'-1"8'-0"Hdr. Ht.24'-5"OVERALL BUILDING HEIGHT6'-8"Hdr. Ht.1'-0"LEFTFENCE HEIGHTRIGHTFENCE HEIGHTCATVTEL./ONT.REARFENCE HEIGHTNOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICROOF PLANA1/8"=1'-0"PITCH: 3.5:12RAKE: 12"EAVE: 12"ROOF MATERIAL: CONCRETE 'S' TILEL a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8S a n t a B a r b a r a E l e v a t i o nP L A N 2 A
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH107 SQ. FT.OPT. EXTENDED COVEREDPATIO180 SQ. FT.OPT. COVERED PATIO150 SQ. FT.3 - CAR GARAGE651 SQ. FT.TOTAL LIVING2,843 SQ. FT.2ND FLOOR1,394 SQ. FT.1ST FLOOR1,449 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE4 BEDROOMS / 3 BATHSTARGET: 2,800 SQ. FT.2,843 SQ. FT.PLAN 2BUP17 RGREATROOM268206X9'-1" CLG.OPT.COVEREDPATIO150100X9'-1" CLG.OPT. 12080 GLIDERGARAGE310206X9'-1" CLG.WALK-INPANTRYSLPG. CLG.OPT. DROPD.W.REF.DINING140129X9'-1" CLG.BEDROOM 41241210X9'-1" CLG.ENTRYVOL. CLG.KITCHEN9'-1" CLG.LINEN6056 SL.6056 SL.6080 S.G.D.6056 SL.6056 SL.6056 SL.2040 S.H.A/C8'-1" CLG.BA. 39'-1" CLG.OPT.EXTENDEDCOVEREDPATIO330100X9'-1" CLG.3'x7'TRASH PAD6 0 . 0 0 ' M I N1 2 0 . 0 0 ' M I N5'-0"(MIN.)5'-0"(MIN.)48'-0"50'-0"42'-0"58'-0"(10'-0" MIN.)RIGHT OF WAYPORCH9'-1" CLG.2650 S.H.14'-0"(14'-0" MIN.)20'-0"(20'-0" MIN.)WALK-INCLOSET28L.F.OWNER'SBATH8'-1" CLG.LAU.8'-1" CLG.LOFT182120X8'-1" CLG.OWNER'SBEDROOM140179X8'-1" CLG.BEDROOM 2120120X8'-1" CLG.BA. 28'-1" CLG.BEDROOM 3114120X8'-1" CLG.LINENDN17 ROPENTOBELOW15" SHELVESLOW WALL / OPT. OPEN RAIL5046 SL.2030 S.H.2030 S.H.2030 S.H.5040 SL. 2046 S.H. 2046 S.H.8046 XOX2640 S.H.5040 SL.2650 F.G.2650 F.G.2650 F.G.L a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 2 BR e f l e c t s N a p a E l e v a t i o n
FRONTB - NAPA1/4"=1'-0"12349'-1"8'-1"8'-0"Hdr. Ht.25'-8"OVERALL BUILDING HEIGHT6'-8"Hdr. Ht.1'-2 1/2"LEFTFENCE HEIGHTRIGHTFENCE HEIGHTCATVTEL./ONT.REARREARFENCE HEIGHTNOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICROOF PLANB1/8"=1'-0"PITCH: 4:12RAKE: 6"EAVE: 12"ROOF MATERIAL: CONCRETE 'S' TILE3.5:12L a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8W e s t e r n F a r m h o u s e E l e v a t i o nP L A N 2 B
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH112 SQ. FT.OPT. EXTENDED COVEREDPATIO180 SQ. FT.OPT. COVERED PATIO150 SQ. FT.3 - CAR GARAGE651 SQ. FT.TOTAL LIVING2,843 SQ. FT.2ND FLOOR1,394 SQ. FT.1ST FLOOR1,449 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE4 BEDROOMS / 3 BATHSTARGET: 2,800 SQ. FT.2,843 SQ. FT.PLAN 2CUP17 RGREATROOM268206X9'-1" CLG.OPT.COVEREDPATIO150100X9'-1" CLG.OPT. 12080 GLIDERGARAGE310206X9'-1" CLG.WALK-INPANTRYSLPG. CLG.OPT. DROPD.W.REF.DINING140129X9'-1" CLG.BEDROOM 41241210X9'-1" CLG.ENTRYVOL. CLG.KITCHEN9'-1" CLG.LINEN6056 SL.6056 SL.6080 S.G.D.6056 SL.6056 SL.6056 SL.2040 S.H.A/C8'-1" CLG.BA. 39'-1" CLG.OPT.EXTENDEDCOVEREDPATIO330100X9'-1" CLG.3'x7'TRASH PAD6 0 . 0 0 ' M I N1 2 0 . 0 0 ' M I N5'-0"(MIN.)5'-0"(MIN.)48'-0"50'-0"42'-0"58'-0"(10'-0" MIN.)RIGHT OF WAYPORCH9'-1" CLG.2650 S.H.14'-0"(14'-0" MIN.)20'-0"(20'-0" MIN.)WALK-INCLOSET28L.F.OWNER'SBATH8'-1" CLG.LAU.8'-1" CLG.LOFT182120X8'-1" CLG.OWNER'SBEDROOM140179X8'-1" CLG.BEDROOM 2120120X8'-1" CLG.BA. 28'-1" CLG.BEDROOM 3114120X8'-1" CLG.LINENDN17 ROPENTOBELOW15" SHELVESLOW WALL / OPT. OPEN RAIL2030 S.H.2030 S.H.5040 SL. 2046 S.H. 2046 S.H.8046 XOX2640 S.H.5040 SL.(3) 2640 F.G.2040 S.H.5046 SL.2640 F.G.L a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 2 CR e f l e c t s C a l i f o r n i a C r a f t s m a n E l e v a t i o n
FRONTC - CALIFORNIA CRAFTSMAN1/4"=1'-0"12349'-1"8'-1"8'-0"Hdr. Ht.25'-8"OVERALL BUILDING HEIGHT6'-8"Hdr. Ht.1'-3 1/2"LEFTFENCE HEIGHTRIGHTFENCE HEIGHTCATVTEL./ONT.REARREARFENCE HEIGHTNOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICROOF PLANC1/8"=1'-0"PITCH: 4:12RAKE: 12"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILE3.5:12
3.5:12
L a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8C a l i f o r n i a C r a f t s m a n E l e v a t i o nP L A N 2 C
6 0 . 0 0 ' M I N1 2 0 . 0 0 ' M I N30'-1"(14'-0" MIN.)20'-0"(20'-0" MIN.)60'-1"5'-0"(MIN.)5'-0"(MIN.)50'-0"50'-5"70'-1"(10'-0" MIN.)RIGHT OF WAYOPT.COVEREDPATIO150100X9'-1" CLG.OPT. 12080 STACKABLE DR.OPT. 12080 GLIDER /GREATROOM230192X9'-1" CLG.KITCHEN9'-1" CLG.REF.D.W.DINING140140X9'-1" CLG.DEN120100X9'-1" CLG.BEDROOM 5120110X9'-1" CLG.WALK-INPANTRY9'-1" CLG.DROPENTRYVOL. CLG.STOR. /PDR. @GEN-SMART9'-1" CLG. PORCH9'-1" CLG.UP17 RGARAGE300204X9'-1" CLG.BA. 39'-1" CLG.3050 S.H.2656 S.H.2656 S.H.6056 SL.6056 SL.6056 SL.6080 S.G.D.6056 SL.6056 SL.3050 S.H.A/COPT. GENSMARTSUITEOPT.EXTENDEDCOVEREDPATIO330100X9'-1" CLG.3'x7'TRASH PADNOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH150 SQ. FT.OPT. EXTENDED COVEREDPATIO180 SQ. FT.OPT. COVERED PATIO150 SQ. FT.3 - CAR GARAGE631 SQ. FT.TOTAL LIVING3,291 SQ. FT.2ND FLOOR1,757 SQ. FT.1ST FLOOR1,534 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE5 BEDROOMS / 3 BATHSTARGET: 3,100 SQ. FT.3,291 SQ. FT.PLAN 3ABEDROOM 3120122X8'-1" CLG.BEDROOM 2120122X8'-1" CLG.OWNER'SBEDROOM1501710X8'-1" CLG.DN17 ROPENTOBELOWWALK-INCLOSET29 L.F.OWNER'SBATH8'-1" CLG.BA. 28'-1" CLG.LINENLAU.8'-1" CLG.BEDROOM 4110120X8'-1" CLG.BONUSROOM200142X8'-1" CLG.LOW WALL / OPT. OPEN RAIL15" OPEN SHELVES5040 SL.4040 SL.5046 SL.2640 S.H.2640 S.H.2040 F.G.2040 F.G.2040 F.G.2040 F.G.2646 S.H.2646 S.H.8046 XOX2640 S.H.5040 SL.2040 S.H.GEN. SMARTLOUNGE120120X9'-1" CLG.OPT. GENSMART SUITEIN LIEU OF DENGEN. SMARTBATH7'-6" CLG.GEN. SMARTBEDROOM120114X9'-1" CLG.W/D16'-0"DEN122100X9'-1" CLG.6056 SL.6056 SL.OPT. ENCLOSED DENOWNER'SBATH8'-1" CLG.LAU.8'-1" CLG.OPT. FREESTANDING TUB / SHOWERL a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 3 AR e f l e c t s S a n t a B a r b a r a E l e v a t i o n
FRONTA - SANTA BARBARA1/4"=1'-0"12349'-1"8'-1"8'-0"Hdr. Ht.23'-3"OVERALL BUILDING HEIGHT6'-8"Hdr. Ht.1'-0"LEFTFENCE HEIGHTRIGHTFENCE HEIGHTCATVTEL./ONT.REARFENCE HEIGHTNOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICROOF PLANA1/8"=1'-0"PITCH: 3.5:12 U.N.ORAKE: 12"EAVE: 12"ROOF MATERIAL: CONCRETE 'S' TILE3 :12L a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8S a n t a B a r b a r a E l e v a t i o nP L A N 3 A
OPT.COVEREDPATIO150100X9'-1" CLG.OPT. 12080 STACKABLE DR.OPT. 12080 GLIDER /GREATROOM230192X9'-1" CLG.KITCHEN9'-1" CLG.REF.D.W.DINING140140X9'-1" CLG.DEN120100X9'-1" CLG.BEDROOM 5120110X9'-1" CLG.WALK-INPANTRY9'-1" CLG.DROPENTRYVOL. CLG.STOR. /PDR. @GEN-SMART9'-1" CLG. UP17 RGARAGE300204X9'-1" CLG.BA. 39'-1" CLG.2656 S.H.2656 S.H.6056 SL.6056 SL.6056 SL.6080 S.G.D.6056 SL.6056 SL.3050 S.H.A/COPT. GENSMARTSUITEOPT.EXTENDEDCOVEREDPATIO330100X9'-1" CLG.3'x7'TRASH PAD6 0 . 0 0 ' M I N1 2 0 . 0 0 ' M I NRIGHT OF WAYPORCH9'-1" CLG.2650 S.H.30'-1"(14'-0" MIN.)20'-0"(20'-0" MIN.)60'-1"5'-0"(MIN.)5'-0"(MIN.)50'-0"50'-5"70'-1"(10'-0" MIN.)NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH146 SQ. FT.OPT. EXTENDED COVEREDPATIO180 SQ. FT.OPT. COVERED PATIO150 SQ. FT.3 - CAR GARAGE631 SQ. FT.TOTAL LIVING3,291 SQ. FT.2ND FLOOR1,757 SQ. FT.1ST FLOOR1,534 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE5 BEDROOMS / 3 BATHSTARGET: 3,100 SQ. FT.3,291 SQ. FT.PLAN 3BBEDROOM 3120122X8'-1" CLG.BEDROOM 2120122X8'-1" CLG.OWNER'SBEDROOM1501710X8'-1" CLG.DN17 ROPENTOBELOWWALK-INCLOSET29 L.F.OWNER'SBATH8'-1" CLG.BA. 28'-1" CLG.LINENLAU.8'-1" CLG.BEDROOM 4110120X8'-1" CLG.BONUSROOM200142X8'-1" CLG.LOW WALL / OPT. OPEN RAIL15" OPEN SHELVES5040 SL.4040 SL.5046 SL.2640 S.H.2640 S.H.2040 F.G. 2646 S.H. 2646 S.H.8046 XOX2640 S.H.5040 SL.2040 S.H.2040 F.G.2040 F.G.2040 F.G.L a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 3 BR e f l e c t s N a p a E l e v a t i o n
FRONTB - NAPA1/4"=1'-0"12349'-1"8'-1"8'-0"Hdr. Ht.24'-0"OVERALL BUILDING HEIGHT6'-8"Hdr. Ht.LEFTFENCE HEIGHTRIGHTFENCE HEIGHTCATVTEL./ONT.REARFENCE HEIGHTNOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICROOF PLANB1/8"=1'-0"PITCH: 4:12 U.N.ORAKE: 6"EAVE: 12"ROOF MATERIAL: CONCRETE 'S' TILE3 :12L a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8W e s t e r n F a r m h o u s e E l e v a t i o nP L A N 3 B
OPT.COVEREDPATIO150100X9'-1" CLG.OPT. 12080 STACKABLE DR.OPT. 12080 GLIDER /GREATROOM230192X9'-1" CLG.KITCHEN9'-1" CLG.REF.D.W.DINING140140X9'-1" CLG.DEN120100X9'-1" CLG.BEDROOM 5120110X9'-1" CLG.WALK-INPANTRY9'-1" CLG.DROPENTRYVOL. CLG.STOR. /PDR. @GEN-SMART9'-1" CLG. UP17 RGARAGE300204X9'-1" CLG.BA. 39'-1" CLG.2656 S.H.2656 S.H.6056 SL.6056 SL.6056 SL.6080 S.G.D.6056 SL.6056 SL.3050 S.H.A/COPT. GENSMARTSUITEOPT.EXTENDEDCOVEREDPATIO330100X9'-1" CLG.3'x7'TRASH PAD6 0 . 0 0 ' M I N1 2 0 . 0 0 ' M I NRIGHT OF WAYPORCH9'-1" CLG.3050 S.H.30'-1"(14'-0" MIN.)20'-0"(20'-0" MIN.)60'-1"5'-0"(MIN.)5'-0"(MIN.)50'-0"50'-5"70'-1"(10'-0" MIN.)NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH153 SQ. FT.OPT. EXTENDED COVEREDPATIO180 SQ. FT.OPT. COVERED PATIO150 SQ. FT.3 - CAR GARAGE631 SQ. FT.TOTAL LIVING3,291 SQ. FT.2ND FLOOR1,757 SQ. FT.1ST FLOOR1,534 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE5 BEDROOMS / 3 BATHSTARGET: 3,100 SQ. FT.3,291 SQ. FT.PLAN 3CBEDROOM 3120122X8'-1" CLG.BEDROOM 2120122X8'-1" CLG.OWNER'SBEDROOM1501710X8'-1" CLG.DN17 ROPENTOBELOWWALK-INCLOSET29 L.F.OWNER'SBATH8'-1" CLG.BA. 28'-1" CLG.LINENLAU.8'-1" CLG.BEDROOM 4110120X8'-1" CLG.BONUSROOM200142X8'-1" CLG.LOW WALL / OPT. OPEN RAIL15" OPEN SHELVES5040 SL.4040 SL.2640 S.H.2640 S.H.2040 F.G. 2646 S.H. 2646 S.H.8046 XOX2640 S.H.5040 SL.2040 S.H.2040 F.G.2040 F.G.2040 F.G.L a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 3 CR e f l e c t s C a l i f o r n i a C r a f t s m a n E l e v a t i o n
FRONTC - CALIFORNIA CRAFTSMAN1/4"=1'-0"12349'-1"8'-1"8'-0"Hdr. Ht.24'-0"OVERALL BUILDING HEIGHT6'-8"Hdr. Ht.1'-1"LEFTFENCE HEIGHTRIGHTFENCE HEIGHTCATVTEL./ONT.REARFENCE HEIGHTNOTE: DASHED LINE REPRESENTS ADDITIONALARTICULATION (SHUTTERS, POTSHELF, AND/ORWINDOW BREAK-UPS) AT LOTS THAT ARE VISIBLETO PUBLICROOF PLANC1/8"=1'-0"PITCH: 4:12 U.N.ORAKE: 12"EAVE: 12"ROOF MATERIAL: FLAT CONCRETE TILE3 :12L a k e E l s i n o r e , C AC A N Y O N G L E N 6 0 x 1 2 0 S F D T R A C T N O . 3 4 2 4 90 4 . 0 5 . 2 2Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8C a l i f o r n i a C r a f t s m a n E l e v a t i o nP L A N 3 C
CANYON HILLS ESTATES 60X100 SFDTRACT NO. 34249JOB # 023-21439COLOR SELECTION CHARTROOF:EAGLE, BORAL DECEMBER 14, 2021PAINT: SHERWIN WILLIAMS STUCCO:OMEGA GUTTERS & DOWNSPOUTS:RGS METALS WROUGHT IRON: SW 6990 CAVIARSTONE:ELDORADO STONESCHEMES 1-4 ARE ‘A’ SANTA BARBARA ELEVATIONSSCHEMES 5-8 ARE ‘B’ NAPA ELEVATIONSSCHEMES 9-12 ARE ‘C’ CALIFORNIA CRAFTSMAN ELEVATIONSSCHEME #123456789101112FASCIA, EAVES, HEADERS, BEAMS & GARAGE DOORS SW 7039VIRTUAL TAUPESW 7025BACKDROPSW 7515HOMESTEAD BROWNSW 7520PLANTATION SHUTTERSSW 2856FAIRFAX BROWNSW 9091HALF-CALFSW 7041VAN DYKE BROWNSW 7040SMOKEHOUSESW 7566WESTHIGHLANDWHITESW 7027WELL-BRED BROWNSW 7566WESTHIGHLAND WHITESW 2807ROOKWOODMEDIUM BROWNTRIM/ACCENT SW 7532URBAN PUTTYSW 7030ANEW GRAYSW 7038TONY TAUPESW 9088UTAUPEIASW 2856FAIRFAX BROWNSW 9091HALF-CALFSW 7041VAN DYKE BROWNSW 7040SMOKEHOUSESW 7566WESTHIGHLAND WHITESW 7027WELL-BRED BROWNSW 7566WESTHIGHLAND WHITESW 2807ROOKWOODMEDIUM BROWNSHUTTERS & ENTRY DOORSSW 6062RUGGED BROWNSW 7674PEPPERCORNSW 6250GRANITE PEAKSW 6207RETREATSW 6223STILL WATERSW 7749LAUREL WOODSSW 2837AURORA BROWNSW 7075WEB GRAYSW 7020BLACK FOXSW 6236 GRAYS HARBORSW 2856FAIRFAX BROWNSW7076CYBERSPACEBASE STUCCO½12(SW 7566)10(SW 9166)1590(SW 7567)¾ A753(SW 7524)½ 405(SW 9111)15(SW 7036)1 ¼ A 790(SW 7051)1¼40(SW 6149)¼35(SW 7029)5/8422(SW 7507)¼ A948(SW 7651)237(SW 0049)GABLE SIDING ------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ SW 6200LINK GRAYSW 6236 GRAYS HARBORSW 6235FOGGY DAYSW 2807ROOKWOODMEDIUM BROWNSTONE(‘B’ ELEVS. ONLY)DRY STACKED------------ ------------ ------------ ------------ ALDERWOODSTACKED STONECASTAWAY STACKED STONEDAYBREAK STACKED STONECASTAWAYSTACKED STONE------------ ------------ ------------ ------------‘S’ ROOF TILE(EAGLE)3680 SCC 8825 SCC 8806 SMC 84023636 3645 3816 3646 ------------ ------------ ------------ ------------‘S’ ROOF TILE(BORAL)1BCCS3940CLIFFSIDE1BCCS0300BRONZE PEARL1BCCS6169CASA 1BCCS7330VERONA CLAY1BCCS7954CAMELOT1BCCS6464CA MISSION1BCCS3181SMOKEY TOPAZ1BCCS0431APPLE BARK------------ ------------ ------------ ------------FLAT TILE(EAGLE)------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ 5699 5502 SCP 8805 5634FLAT TILE(BORAL)------------ ------------ ------------ ------------ ------------ ------------ ------------ ------------ 1FBCJ1430CHARCOAL 1FBCJ3181SMOKEY1FACS0330APPALACHIAN1BCJ0300BRONZEWINDOW FRAME TANTANTANTANTANTANTANTANWHITETANWHITETANGUTTERS & DOWNSPOUTPEBBLESTONE CLAYTERRATONE RUSTIC BROWNRUSTIC BROWNBUCKSKIN BROWNRUSTICBROWNRUSTIC BROWNRUSTIC BROWNSATIN RUSTIC BROWNSATIN ROYAL BROWN
NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH42 SQ. FT.OPT. COVERED PATIO150 SQ. FT.2 - BAY GARAGE450 SQ. FT.TOTAL LIVING1,941 SQ. FT.FLOOR AREA TABLE2 - BAY GARAGE3 BEDROOMS / 2 BATHS + DENOPT. BED 4 /OPT BATH 3TARGET: 1,900 SQ. FT.1941 SQ. FT.PLAN 1A4050 SL.OPTIONAL DARCY UNITAT PRIMARY BATHLINENPRIMARYBATH9'-1" CLG.LINENPRIMARYBATH9'-1". CLG.2030 S.H.OPT. TILE SHOWER2040 S.H.LINENPRIMARYBATH9'-1" CLG.OPT. CORNER F/G SHOWERAT PRIMARY BATH21068 DR.16080 ROLL-UP GARAGE DR.5050 SL.6080 SL. GLS. DR. 6050 SL. 3080 DR.2030 S.H. W.D.18 L.F.PAN.D.W.REF.LAU.9'-1" CLG.ENTRY9'-1" CLG.BA. 29'-1" CLG.PORCH9'-1" CLG.KITCHEN9'-1" CLG.2030 S.H.LINEN2650 S.H.6050 SL. 4050 SL.OPT. BASE CABINETSOPT. 3' X 6' /7' ISLANDA/CDBL. S & P9'-1" CLG.GREATROOM180183X9'-1". CLG.PRIMARYBATH9'-1" CLG.DINING1431311X9'-1". CLG.DEN94132X9'-1" CLG.2-BAYGARAGE200204X9'-1" CLG.BEDROOM 2910118X9'-1" CLG.PRIMARYSUITE162130X9'-1". CLG.LINENBEDROOM 3112100X9'-1" CLG.OPT.ALUMINUMSOLID PATIOCOVER150100X9'-1" CLG.2646 F.G.4050 S.H.15" SHELVES9'-1" CLG.ELEC.W/H6 0 . 0 0 ' M I N1 0 0 . 0 0 ' M I N10'-0"(5'-0"MIN.)20'-0"(MIN.)4'-6"5'-6"(MIN.)5'-0"5'-0"(5'-0" MIBACK OF SIDEWALKRIGHT OF WAY6" WEDGE CURB AND GUTTERMINIMUM LIVING SPACE SET BACK69'-6"19'-0"(10'-0" MIN.)35'-0"15'-0"(15'-0" MIN.)15'-0"(5'-0"MIN.)OPT. 10080 GLIDERW.D.REF.PDR.9'-1" CLG.LAU.9'-1" CLG.18 L.F.KITCHEN9'-1" CLG.OPTIONAL POWDERDBL. S & P15" SHELVES2030 S.H. ENTRY9'-1" CLG.BA. 29'-1" CLG.3050 S.H.9'-1" CLG.BEDROOM 4941011X9'-1" CLG.OPT. BASE CABINETSDROPOPTIONAL BEDROOM 4IN LIEU OF DEN6080 SL. GLS. DR. 6050 SL. COVERED PATIO OPTIONOPT.COVEREDOUTDOOR LIVING150100X9'-1" CLG.A/C6080 SL. GLS. DR. 6050 SL. EXTENDED COVERED PATIO OPTIONOPT.EXTENDEDCOVEREDOUTDOOR LIVING310100X9'-1" CLG.A/C2646 F.G.OPT.ALUMINUMSOLID PATIOCOVER150100X9'-1" CLG.10080 SL. GLS. DR. OPT. ALUMAWOOD PATIOA/C6080 SL. GLS. DR. 6050 SL. EXTENDED COVERED PATIO OPTIONA/C2646 F.G.EXTENDEDALUMAWOODPATIO COVER310100X9'-1" CLG.L a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 1 AR e f l e c t s S a n t a B a r b a r a E l e v a t i o n
21068 DR.5050 SL.6080 SL. GLS. DR. 6050 SL. 3080 DR.2030 S.H. W.D.18 L.F.PAN.D.W.REF.LAU.9'-1" CLG.ENTRY9'-1" CLG.BA. 29'-1" CLG.PORCH9'-1" CLG.KITCHEN9'-1" CLG.2030 S.H.LINEN2650 S.H.6050 SL. 4050 SL.OPT. BASE CABINETSOPT. 3' X 6' /7' ISLANDA/CDBL. S & P9'-1" CLG.GREATROOM180183X9'-1". CLG.PRIMARYBATH9'-1" CLG.DINING1431311X9'-1". CLG.DEN94132X9'-1" CLG.2-BAYGARAGE200204X9'-1" CLG.BEDROOM 2910118X9'-1" CLG.PRIMARYSUITE162130X9'-1". CLG.LINENBEDROOM 3112100X9'-1" CLG.OPT.ALUMINUMSOLID PATIOCOVER150100X9'-1" CLG.2646 F.G.4050 S.H.15" SHELVES9'-1" CLG.ELEC.W/HOPT. 10080 GLIDER16070 ROLL-UP GARAGE DR.6 0 . 0 0 ' M I N1 0 0 . 0 0 ' M I N10'-0"(5'-0"MIN.)20'-0"(MIN.)4'-6"5'-6"(MIN.)5'-0"5'-0(5'-0" MBACK OF SIDEWALKRIGHT OF WAY6" WEDGE CURB AND GUTTERMINIMUM LIVING SPACE SET BACK69'-6"19'-0"(10'-0" MIN.)35'-0"15'-0"(15'-0" MIN.)15'-0"(5'-0"MIN.)4050 SL. NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH46 SQ. FT.OPT. COVERED PATIO150 SQ. FT.2 - CAR GARAGE450 SQ. FT.TOTAL LIVING1,941 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2 BATHS + DENOPT. BED 4 /OPT BATH 3TARGET: 1,900 SQ. FT.1,941 SQ. FT.PLAN 1BL a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 1 BR e f l e c t s N a p a E l e v a t i o n
21068 DR.16080 ROLL-UP GARAGE DR.5050 SL.6080 SL. GLS. DR. 6050 SL. 3080 DR.2030 S.H. W.D.18 L.F.PAN.D.W.REF.LAU.9'-1" CLG.ENTRY9'-1" CLG.BA. 29'-1" CLG.PORCH9'-1" CLG.KITCHEN9'-1" CLG.2030 S.H.LINEN2650 S.H.6050 SL. 4050 SL.OPT. BASE CABINETSOPT. 3' X 6' /7' ISLANDA/CDBL. S & P9'-1" CLG.GREATROOM180183X9'-1". CLG.PRIMARYBATH9'-1" CLG.DINING1431311X9'-1". CLG.DEN94132X9'-1" CLG.2-BAYGARAGE200204X9'-1" CLG.BEDROOM 2910118X9'-1" CLG.PRIMARYSUITE162130X9'-1". CLG.LINENBEDROOM 3112100X9'-1" CLG.OPT.ALUMINUMSOLID PATIOCOVER150100X9'-1" CLG.2646 F.G.4050 S.H.15" SHELVES9'-1" CLG.ELEC.W/HBACK OF SIDEWALKRIGHT OF WAY6" WEDGE CURB AND GUTTERMINIMUM LIVING SPACE SET BACKOPT. 10080 GLIDER6 0 . 0 0 ' M I N1 0 0 . 0 0 ' M I N10'-0"(5'-0"MIN.)20'-0"(MIN.)4'-6"5'-6"(MIN.)5'-0"5'-0"(5'-0" MBACK OF SIDEWALKRIGHT OF WAY6" WEDGE CURB AND GUTTERMINIMUM LIVING SPACE SET BACK69'-6"19'-0"(10'-0" MIN.)35'-0"15'-0"(15'-0" MIN.)15'-0"(5'-0"MIN.)NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH46 SQ. FT.OPT. COVERED PATIO150 SQ. FT.2 - CAR GARAGE450 SQ. FT.TOTAL LIVING1,941 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 2 BATHS + DENOPT. BED 4 /OPT BATH 3TARGET: 1,900 SQ. FT.1941 SQ. FT.PLAN 1CL a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 1 CR e f l e c t s C a l i f o r n i a C r a f t s m a n E l e v a t i o n
OPT. EXTENDED REAR COVERED PATIOOPT. EXTENDED REAR COVERED PATIOLEFTFENCE LINEFENCE LINEFENCE LINERIGHTFENCE LINEOPT. EXTENDED REAR COVERED PATIOLEFTFENCE LINERIGHTFENCE LINEOPT. EXTENDED REAR COVERED PATIOLEFTFENCE LINERIGHTFENCE LINEL a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 1 - O P T I O N S
OPT. REAR COVERED PATIOLEFTFENCE LINERIGHTFENCE LINEOPT. REAR COVERED PATIOLEFTFENCE LINERIGHTFENCE LINEOPT. REAR COVERED PATIOLEFTFENCE LINERIGHTFENCE LINEL a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 1 - O P T I O N S
GARAGE200207X9'-1" CLG.D.W.REF.ENTRY9'-1" CLG.BA. 39'-1" CLG.BEDROOM 4104110X9'-1" CLG.PORCH9'-1" CLG.UP17 RGREATROOM265170X9'-1" CLG.PANTRYDINING158100X9'-1" CLG.4050 SL.2050 S.H.2040 S.H.2050 F.G.6050 SL.6050 SL.6080 SL. GLS. DR.OPT.CABSOPT. COVEREDPATIO150100X9'-1" CLG.A/COPT. 10080 GLIDERUTILITIESELEC.W/H6 0 . 0 0 ' M I N1 0 0 . 0 0 ' M I N10'-0"(5'-0" MIN.)13'-0"(5'-0" MIN.)20'-0"(MIN.)4'-6"5'-6"(MIN.)5'-0"33'-6"(5'-0" MIN.)BACK OF SIDEWALKRIGHT OF WAY6" WEDGE CURB AND GUTTER41'-0"15'-0"(10'-0" MIN.)37'-0"43'-6"(15'-0" MIN.)MINIMUM LIVING SPACE SET BACKWALK-INCLOSET21 L.F.LINENLAU.8'-1" CLG.W.D.BEDROOM 3106110X8'-1" CLG.BEDROOM 2106103X8'-1" CLG.BA. 28'-1" CLG.PRIMARYSUITE156158X8'-1" CLG.PRIMARYBATHROOM8'-1" CLG.DN17 ROPT. CABSOPT. SINKOPT. SINK6040 SL.2040 S.H.2040 S.H.2040 F.G.2040 F.G.2030 F.G.4040 SL.4040 SL.4040 SL.LOFT103184X9'-1" CLG.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH34 SQ. FT.2 - CAR GARAGE433 SQ. FT.TOTAL LIVING2,216 SQ. FT.2ND FLOOR1,131 SQ. FT.1ST FLOOR1085 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE3 BEDROOMS / 3 BATHS + LOFTTARGET: 2,100 SQ. FT.2,216 SQ. FT.PLAN 2AL a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 2 A R e f l e c t s S a n t a B a r b a r a E l e v a t i o n
OPTIONAL TUB / SHOWERAT PRIMARY BATHROOMLAU.8'-1" CLG.D.4040 SL.PRIMARYBATHROOM8'-1" CLG.OPT. CORNER F/G SHOWERAT PRIMARY BATHLAU.8'-1" CLG.D.PRIMARYBATHROOM8'-1" CLG.2040 S.H.OPT. TILE SHOWERAT PRIMARY BATHLAU.8'-1" CLG.D.PRIMARYBATHROOM8'-1" CLG.2040 S.H.OPT. COVEREDPATIO150100X9'-1" CLG.OPT. COVERED PATIOAT DININGOPT. EXTENDEDCOVERED PATIO330100X9'-1" CLG.OPT. EXTENDED COVERED PATIO6050 SL.6050 SL.OPT. EXTENDED ALUMAWOOD PATIO6050 SL.6050 SL.OPT.ALUMAWOODCOVERED PATIO330100X9'-1" CLG.OPT.ALUMAWOODCOVERED PATIO150100X9'-1" CLG.OPT. ALUMAWOOD COVERED PATIOBA. 28'-1" CLG.DN17 ROPT. SINK2030 F.G.4040 SL.BEDROOM 5103109X8'-1" CLG.OPT. BEDROOM 5IN LIEU OF LOFTL a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 2 O P T I O N S
GARAGE200207X9'-1" CLG.D.W.REF.ENTRY9'-1" CLG.BA. 39'-1" CLG.BEDROOM 4104110X9'-1" CLG.PORCH9'-1" CLG.UP17 RGREATROOM265170X9'-1" CLG.PANTRYDINING158100X9'-1" CLG.4050 SL.2050 S.H.2040 S.H.2050 F.G.6050 SL.6050 SL.6080 SL. GLS. DR.OPT.CABSOPT. COVEREDPATIO150100X9'-1" CLG.A/COPT. 10080 GLIDERUTILITIESELEC.W/H6 0 . 0 0 ' M I N1 0 0 . 0 0 ' M I N10'-0"(5'-0" MIN.)13'-0"(5'-0" MIN.)20'-0"(MIN.)4'-6"5'-6"(MIN.)5'-0"33'-6"(5'-0" MIN.)BACK OF SIDEWALKRIGHT OF WAY6" WEDGE CURB AND GUTTER41'-0"15'-0"(10'-0" MIN.)37'-0"43'-6"(15'-0" MIN.)MINIMUM LIVING SPACE SET BACKWALK-INCLOSET21 L.F.LINENLAU.8'-1" CLG.W.D.BEDROOM 3106110X8'-1" CLG.BEDROOM 2106103X8'-1" CLG.BA. 28'-1" CLG.PRIMARYSUITE156158X8'-1" CLG.PRIMARYBATHROOM8'-1" CLG.DN17 ROPT. CABSOPT. SINKOPT. SINK6040 SL.2040 S.H.2040 S.H.2040 F.G.2040 F.G.2030 F.G.4040 SL.4040 SL.4040 SL.LOFT103184X9'-1" CLG.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH34 SQ. FT.2 - CAR GARAGE435 SQ. FT.TOTAL LIVING2,216 SQ. FT.2ND FLOOR1,131 SQ. FT.1ST FLOOR1085 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE4 BEDROOMS / 3 BATHSTARGET: 2,100 SQ. FT.2,216 SQ. FT.PLAN 2BL a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 2 BR e f l e c t s N a p a E l e v a t i o n
GARAGE200207X9'-1" CLG.D.W.REF.ENTRY9'-1" CLG.BA. 39'-1" CLG.BEDROOM 4104110X9'-1" CLG.PORCH9'-1" CLG.UP17 RGREATROOM265170X9'-1" CLG.PANTRYDINING158100X9'-1" CLG.4050 SL.2040 S.H.2050 F.G.6050 SL.6050 SL.6080 SL. GLS. DR.OPT.CABSOPT. COVEREDPATIO150100X9'-1" CLG.A/COPT. 10080 GLIDERUTILITIESELEC.W/H6 0 . 0 0 ' M I N1 0 0 . 0 0 ' M I N10'-0"(5'-0" MIN.)13'-0"(5'-0" MIN.)20'-0"(MIN.)4'-6"5'-6"(MIN.)5'-0"33'-6"(5'-0" MIN.)BACK OF SIDEWALKRIGHT OF WAY6" WEDGE CURB AND GUTTER41'-0"15'-0"(10'-0" MIN.)37'-0"43'-6"(15'-0" MIN.)MINIMUM LIVING SPACE SET BACKWALK-INCLOSET21 L.F.LINENLAU.8'-1" CLG.W.D.BEDROOM 3106110X8'-1" CLG.BEDROOM 2106103X8'-1" CLG.BA. 28'-1" CLG.PRIMARYSUITE156158X8'-1" CLG.PRIMARYBATHROOM8'-1" CLG.DN17 ROPT. CABSOPT. SINKOPT. SINK6040 SL.2040 S.H.2040 S.H.2040 F.G.2040 F.G.2030 F.G.4040 SL.4040 SL.4040 SL.LOFT103184X9'-1" CLG.2030 F.G. 2030 F.G.2030 F.G.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH34 SQ. FT.2 - CAR GARAGE435 SQ. FT.TOTAL LIVING2,216 SQ. FT.2ND FLOOR1,131 SQ. FT.1ST FLOOR1085 SQ. FT.FLOOR AREA TABLE2 - CAR GARAGE4 BEDROOMS / 3 BATHSTARGET: 2,100 SQ. FT.2,216 SQ. FT.PLAN 2CL a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 2 C R e f l e c t s C a l i f o r n i a C r a f t s m a n E l e v a t i o n
FENCE HEIGHTREAR - OPT. COVERED OUTDOOR LIVINGCLEFTRIGHTFENCE HEIGHTREAR - OPT. COVERED OUTDOOR LIVINGBLEFTRIGHTFENCE HEIGHTREAR - OPT. COVERED OUTDOOR LIVINGARIGHTL a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 2 - O P T I O N S
FENCE HEIGHTREAR - OPT. EXTENDED COVERED OUTDOOR LIVINGCLEFTRIGHTFENCE HEIGHTREAR - OPT. EXTENDED COVERED OUTDOOR LIVINGBLEFTRIGHTFENCE HEIGHTREAR - OPT. EXTENDED COVERED OUTDOOR LIVINGALEFTRIGHTOPT .EXTENDED COVERED PATIO3:12OPT .EXTENDED COVERED PATIO3:12OPT .EXTENDED COVERED PATIO3:12L a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 2 - O P T I O N S
GARAGE2002210X9'-1" CLG.BEDROOM 5110120X9'-1" CLG.ENTRYVOL. CLG.BA. 39'-1" CLG.OPT.COVEREDPATIO157100X9'-1" CLG.OPT. 10080 GLIDER GREATROOM283176X9'-1" CLG.D.W.REF.WALK-INPANTRY9'-1" CLG.KITCHEN9'-1" CLG.DINING9'-1" CLG.FLEX /OPT. SUPERPANTRY9'-1" CLG.OPT.DESKUP17 R±7'-6" CLG.2050 S.H.2040 S.H.6046 SL.6080 SL. GLS. DR.6056 SL.6056 SL.2656 S.H.2656 S.H.A/CO.150146X9'-1" CLG.ELEC.W/HOPT. LOWERCABINETSPORCH9'-1" CLG.6 0 . 0 0 ' M I N1 0 0 . 0 0 ' M I N10'-0"(5'-0" MIN.)5'-0"(5'-0" MIN.)20'-0"(MIN.)4'-6"5'-6"(MIN.)5'-0"18'-10"(5'-0" MIN.)BACK OF SIDEWALKRIGHT OF WAY6" WEDGE CURB AND GUTTER55'-8"42'-1 1/2"(10'-0" MIN.)45'-0"28'-10"(15'-0" MIN.)MINIMUM LIVING SPACE SET BACK4650 SL.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH66 SQ. FT.COVERED PATIO150 SQ. FT.3 - CAR GARAGE697 SQ. FT.TOTAL LIVING2,531 SQ. FT.2ND FLOOR1,289 SQ. FT.1ST FLOOR1,243 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE4 BEDROOMS / 3 BATHSTARGET: 2,500 SQ. FT.2,531 SQ. FT.PLAN 3ALAU.8'-1" CLG.BEDROOM 2110120X8'-1" CLG.BEDROOM 3110140X8'-1" CLG.LINENBA. 28'-1" CLG.WALK-INCLOSET30 L.F.OPT.CABS.& SINKPRIMARYSUITE152156X8'-1" CLG.OPENTOBELOWDN17 ROPT. LOW CABINETSDBL. S&PLOW WALL / OPT. OPEN RAIL2046 S.H.5040 SL.2040 S.H.5040 SL.6046 SL.2046 S.H.2046 S.H.2640 S.H.2040 F.G.PRIMARYBATHROOM8'-1" CLG.OPT. SHELVESBEDROOM 4114100X8'-1" CLG.4646 SL.4040 F.G.L a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 3 AR e f l e c t s S a n t a B a r b a r a E l e v a t i o n
PRIMARYBATH8'-1" CLG.OPT. DARCY UNITAT PRIMARY BATHOPT. COVERED PATIOAT DININGCOVEREDPATIO157100X9'-1" CLG.OPT. 10080 GLIDER 6080 SL. GLS. DR.SUPERPANTRY9'-1" CLG.OPT. SUPER PANTRYAT FLEX2040 S.H.A/CD.W.REF.KITCHEN9'-1" CLG.WALK-INPANTRY9'-1" CLG.OPT. EXTENDED ISLANDAT KITCHEN (CABINET FACE)PRIMARYBATH8'-1" CLG.OPT. TILED CORNER SHOWERAT PRIMARY BATHOPT. EXTENDED COVERED PATIO AT DININGEXTENDEDCOVEREDPATIO2910100X9'-1" CLG.OPT. 10080 GLIDER OPT.DESK2040 S.H.6046 SL.6080 SL. GLS. DR.OPT.LOWERCABINETS6056 SL.6056 SL.A/CEXTENDEDALUMAWOODCOVEREDPATIO2910100X9'-1" CLG.OPT. EXTENDED ALUMAWOOD PATIO OPT. 12080 GLIDER OPT.DESK2040 S.H.6046 SL.6080 SL. GLS. DR.OPT.LOWERCABINETS6056 SL.6056 SL.A/COPT. CORNER F/G SHOWERAT PRIMARY BATHPRIMARYBATH8'-1" CLG.±7'-6" CLG.5050 SL.FLEX116160X9'-1" CLG.DROPOPT. FLEXIN LIEU OF 3-CAR TANDEM (+239 SQ. FT.)ELEC.W/H±7'-6" CLG.5050 SL.OPT. BEDROOM 6 & BATH 4IN LIEU OF 3-CAR TANDEM (+239 SQ. FT.)BA. 49'-1" CLG.2040 S.H.GARAGE200210X9'-1" CLG.BEDROOM 6112107X9'-1" CLG.ELEC.W/HOPT. 12080 GLIDER 6080 SL. GLS. DR.ALUMWOOD PATIO OPTIONALUMAWOODPATIOCOVER150100X9'-1" CLG.L a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 3 O P T I O N S
GARAGE2002210X9'-1" CLG.BEDROOM 5110120X9'-1" CLG.ENTRYVOL. CLG.BA. 39'-1" CLG.OPT.COVEREDPATIO157100X9'-1" CLG.OPT. 10080 GLIDER GREATROOM283176X9'-1" CLG.D.W.REF.WALK-INPANTRY9'-1" CLG.KITCHEN9'-1" CLG.DINING9'-1" CLG.FLEX /OPT. SUPERPANTRY9'-1" CLG.OPT.DESKUP17 R±7'-6" CLG.2050 S.H.2040 S.H.6046 SL.6080 SL. GLS. DR.6056 SL.6056 SL.2656 S.H.2656 S.H.A/CO.150146X9'-1" CLG.ELEC.W/HOPT. LOWERCABINETSPORCH9'-1" CLG.6 0 . 0 0 ' M I N1 0 0 . 0 0 ' M I N10'-0"(5'-0" MIN.)5'-0"(5'-0" MIN.)20'-0"(MIN.)4'-6"5'-6"(MIN.)5'-0"18'-10"(5'-0" MIN.)BACK OF SIDEWALKRIGHT OF WAY6" WEDGE CURB AND GUTTER55'-8"43'-1 1/2"(10'-0" MIN.)45'-0"28'-10"(15'-0" MIN.)MINIMUM LIVING SPACE SET BACK5056 SL.PORCH9'-1" CLG.NOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH66 SQ. FT.COVERED PATIO150 SQ. FT.3 - CAR GARAGE698 SQ. FT.TOTAL LIVING2,531 SQ. FT.2ND FLOOR1,289 SQ. FT.1ST FLOOR1,243 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE4 BEDROOMS / 3 BATHSTARGET: 2,500 SQ. FT.2,531 SQ. FT.PLAN 3BLAU.8'-1" CLG.BEDROOM 2110120X8'-1" CLG.BEDROOM 3110140X8'-1" CLG.LINENBA. 28'-1" CLG.WALK-INCLOSET30 L.F.OPT.CABS.& SINKPRIMARYSUITE152156X8'-1" CLG.OPENTOBELOWDN17 ROPT. LOW CABINETSDBL. S&PLOW WALL / OPT. OPEN RAIL2046 S.H.5040 SL.2040 S.H.5040 SL.6046 SL.2046 S.H.2046 S.H.2640 S.H.2040 F.G.PRIMARYBATHROOM8'-1" CLG.OPT. SHELVESBEDROOM 4114100X8'-1" CLG.5046 SL.2646 F.G. 2646 F.G. 2646 F.G.L a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 3 BR e f l e c t s N a p a E l e v a t i o n
GARAGE2002210X9'-1" CLG.BEDROOM 5110120X9'-1" CLG.ENTRYVOL. CLG.BA. 39'-1" CLG.OPT.COVEREDPATIO157100X9'-1" CLG.OPT. 10080 GLIDER GREATROOM283176X9'-1" CLG.D.W.REF.WALK-INPANTRY9'-1" CLG.KITCHEN9'-1" CLG.DINING9'-1" CLG.FLEX /OPT. SUPERPANTRY9'-1" CLG.OPT.DESKUP17 R±7'-6" CLG.2050 S.H.2040 S.H.6046 SL.6080 SL. GLS. DR.6056 SL.6056 SL.2656 S.H.2656 S.H.A/CO.150146X9'-1" CLG.ELEC.W/HOPT. LOWERCABINETSPORCH9'-1" CLG.6 0 . 0 0 ' M I N1 0 0 . 0 0 ' M I N10'-0"(5'-0" MIN.)5'-0"(5'-0" MIN.)20'-0"(MIN.)4'-6"5'-6"(MIN.)5'-0"18'-10"(5'-0" MIN.)BACK OF SIDEWALKRIGHT OF WAY6" WEDGE CURB AND GUTTER55'-8"43'-1 1/2"(10'-0" MIN.)45'-0"28'-10"(15'-0" MIN.)MINIMUM LIVING SPACE SET BACKNOTE: SQUARE FOOTAGE MAY VARY DUE TO METHOD OF CALCULATIONPORCH76 SQ. FT.COVERED PATIO150 SQ. FT.3 - CAR GARAGE698 SQ. FT.TOTAL LIVING2,531 SQ. FT.2ND FLOOR1,289 SQ. FT.1ST FLOOR1,243 SQ. FT.FLOOR AREA TABLE3 - CAR GARAGE4 BEDROOMS / 3 BATHSTARGET: 2,500 SQ. FT.2,531 SQ. FT.PLAN 3CLAU.8'-1" CLG.BEDROOM 2110120X8'-1" CLG.BEDROOM 3110140X8'-1" CLG.LINENBA. 28'-1" CLG.WALK-INCLOSET30 L.F.OPT.CABS.& SINKPRIMARYSUITE152156X8'-1" CLG.OPENTOBELOWDN17 ROPT. LOW CABINETSDBL. S&PLOW WALL / OPT. OPEN RAIL2046 S.H.5040 SL.2040 S.H.5040 SL.6046 SL.2046 S.H.2046 S.H.2640 S.H.2040 F.G.PRIMARYBATHROOM8'-1" CLG.OPT. SHELVESBEDROOM 4114100X8'-1" CLG.4646 SL.4040 F.G.L a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 3 CR e f l e c t s C a l i f o r n i a C r a f t s m a n E l e v a t i o n
FENCE HEIGHTLEFTFENCE HEIGHTRIGHTFENCE HEIGHTREAR - OPT. COVERED PATIOLEFTFENCE HEIGHTRIGHTFENCE HEIGHTREAR - OPT. COVERED PATIOFENCE HEIGHTFENCE HEIGHTLEFTFENCE HEIGHTRIGHTFENCE HEIGHTREAR - OPT. COVERED PATIOL a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 3 - O P T I O N S
FENCE HEIGHTLEFTFENCE HEIGHTRIGHTFENCE HEIGHTOPT. EXTENDED COVERED PATIOLEFTFENCE HEIGHTRIGHTFENCE HEIGHTOPT. EXTENDED COVERED PATIOFENCE HEIGHTFENCE HEIGHTLEFTFENCE HEIGHTRIGHTFENCE HEIGHTOPT. EXTENDED COVERED PATIOOPT .EXTENDED COVERED PATIO3:12OPT .EXTENDED COVERED PATIO3:12OPT .EXTENDED COVERED PATIO3:12L a k e E l s i n o r e , C AC A N Y O N G L E N T R A C T N O . 3 4 2 4 90 2 . 1 5 . 2 4Copyright 2019 Bassenian | Lagoni Architects2031 Orchard Drive, Suite 100tel. +1 949 553 9100fax +1 949 553 05480 2 3 . 2 1 4 3 9Newport Beach, CA USA 926600 24 8P L A N 3 - O P T I O N S
NOTICE OF PUBLIC HEARING
NOTICE IS HEREBY GIVEN that the City Council of the City of Lake Elsinore, California, will hold
a Public Hearing on April 9, 2024 at 7:00 p.m., or as soon thereafter as the matter may be heard,
at the Lake Elsinore Cultural Center, 183 North Main Street, Lake Elsinore, California, 92530, to
consider the following:
Planning Application No. 2021-43 (Canyon Hills Estates): A request by Tri Pointe Homes to
revise the previously approved Tentative Tract Map (TTM) No. 34249 and develop the
approximately 81.32-acre northeastern portion of the larger approximately 246.41 -acre
subdivision. Revision No. 1 to TTM 34249 proposes to subdivide the 81.32-acre site into 133
single-family lots ranging in size from 3,206 sq. ft. to 15,747 sq. ft., three (3) open space lots, two
(2) water quality/detention basins, and one (1) 5.82-acre park. The project also includes
Residential Design Review No. 2022-06 for the design and construction of 133 single -family
residences, preliminary plotting, conceptual wall and fence plan, conceptual landscaping, and
related site improvements. The project proposes six (6) floor plans ranging in size from 2,314 sq.
ft. to 4,225 sq. ft. and three (3) architectural styles (Santa Barbara, Napa, and California
Craftsman). The site is located south of Canyon Hills Road and west of Cottonwood Canyon Road
within the Canyon Hills Estates Specific Plan (APNs: 365 -230-005, 006, 009, 011, and 012).
The proposed project is exempt from California Environmental Quality Act (CEQA), pursuant to
CEQA Guidelines Section 15182(c) (Residential Projects Pursuant to a Specific Plan), where a
public agency has prepared an Environmenta l Impact Report (EIR) on a Specific Plan, a
residential project undertaken pursuant to and in conformity with that specific plan is exempt from
CEQA. The City adopted the Canyon Hills Estates S pecific Plan and EIR No. 2006-04 (SCH No.
2006051073) on January 23, 2007. The proposed project is consistent with the Canyon Hills
Specific Plan. ;;
PLANNING COMMISSION RECOMMENDATIO N: On February 20, 2024, at a duly noticed Public
Hearing, the Lake Elsinore Planning Commission by a 5-0 vote recommended that the City
Council approve the proposed project.
ALL INTERESTED PERSONS are invited to submit written information, express opinions or
otherwise submit written evidence by email to calvarez@lake-elsinore.org.
If you wish to legally challenge any action taken by the City on the above matter, you may be
limited to raising only those issues you or someone else at the Public Hearing described in this
notice, or in written correspondence delivered to the City prior to or at the Public Hearing. If you
require accommodation to participate in a Public Hearing, please contact the City Clerk’s office at
(951) 674-3124 ext. 269. All Agenda materials are available for review on the Cit y’s website at
www.lake-elsinore.org the Friday before the Public Hearing.
FURTHER INFORMATION on this item may be obtained by contacting Damaris Abraham,
Community Development Director at dabraham@lake-elsinore.org or (951) 674-3124, ext. 913.
Candice Alvarez, MMC,
City Clerk
PH-PA 2021-43 Canyon Hills Estates - Page 1 of 1
The Press-Enterprise
3512 14 Street
Riverside, California 92501
(951) 368-9229
City of Lake Elsinore
130 South Main Street
Lake Elsinore, California 92530
Publication: The Press-Enterprise
PROOF OF PUBLICATION OF
Ad Desc: 0011658140
FILE NO. 0011658140
PROOF OF PUBLICATION
I am a citizen of the United States. I
am over the age of eighteen years and
not party to or interested in the above-
entitled matter. I am an authorized
representative of THE PRESS-
ENTERPRISE, a newspaper of general
circulation, printed and published daily
in the County of Riverside, and which
newspaper has been adjudicated a
newspaper of general circulation by the
Superior Court of the County of
Riverside, State of California, under
date of April 25, 1952, Case Number
54446, under date of March 29, 1957,
Case Number 65673, under date of
August 25, 1995, Case Number
267864, and under date of September
16, 2013, Case Number RIC 1309013;
that the notice, of which the annexed is
a printed copy, has been published in
said newspaper in accordance with the
instructions of the person(s) requesting
publication, and not in any supplement
thereof on the following dates, to wit:
03/29/2024
I certify (or declare) under the penalty
of perjury that the foregoing is true and
correct.
Date: March 29, 2024.
At: Riverside, California
______________________________
Signature
358-120-027
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-028
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-029
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-030
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-031
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-032
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-051
Cottonwood Canyon Hills Com Assn
1250 Corona Pointe Ct
Corona, CA 92879-2099
358-120-052
Homes Pardee
177 E Colorado Blvd
Pasadena, CA 91105-1989
358-301-001
John Ascencio
34088 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-002
Samuhl & Kimberly Slinkard
34090 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-003
Eugen & Selene Bogos
34092 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-004
Patricia Ochoa
34094 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-005
Eric Lyon
34096 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-006
Michael & Ryanne Kramer
34098 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-007
Occupant
34100 Corktree Rd
Lake Elsinore, CA 92532-2945
358-301-007
Genaro & Maria Hernandez
2717 Normallin St
Torrance, CA 90505-7046
358-301-008
Michael & Arleen Giarla
34102 Corktree Rd
Lake Elsinore, CA 92532-2945
358-301-009
Timothy Schag
34104 Corktree Rd
Lake Elsinore, CA 92532-2945
358-301-013
Christopher & Jessamyn Oligher
34123 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-014
Thomas & Tina Camello
34121 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-015
Gregory & Tiffany Dawson
34112 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-016
Micheal & Cathy Vilencia
34114 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-017
Daniel & Jennifer Scheer
34116 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-018
Occupant
34118 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-018
Steve Miller
47-25 Lihikai Dr
Kaneohe, HI 96744
358-301-019
David & Nicole Simon
34120 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-020
Donald Mccutcheon
34122 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-025
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-301-026
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-310-001
Louis & Jeanette Navarrete
34103 Corktree Rd
Lake Elsinore, CA 92532-2945
358-310-002
Bruce Craig & Patricia King
34101 Corktree Rd
Lake Elsinore, CA 92532-2945
358-310-003
Nathan & Christine Goldberg
34099 Corktree Rd
Lake Elsinore, CA 92532-2942
358-310-004
Scott & Ubon Meredith
34089 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-005
Occupant
34091 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-005
John Allen
24220 Conejo Dr
Quail Valley, CA 92587-9270
358-310-006
Jennifer & Cory Jackson
34093 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-007
Ricardo Reyes
34095 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-008
Occupant
34096 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-008
John Allen
24220 Conejo Dr
Menifee, CA 92587-9270
358-310-009
Steven Spellman
34094 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-010
Gary & Nancy Greeley
34092 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-013
William & Yvette Groseclose
34071 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-014
Muhammad Shafiq
34077 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-015
Brenda Farfan
34079 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-016
Kennedy & Marissa Lowe
34081 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-017
Richard & Pia Wood
34083 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-018
Jose & Sarah Sustaita
34085 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-019
Noe Alvarez
34087 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-027
Cottonwood Canyon Hills Com Assn
26650 The Old Rd
Valencia, CA 91381-0784
358-310-028
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-310-029
Ryan & Amber Hartsock
34070 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-030
David Rivera
34072 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-031
Ryan Fleming
34080 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-032
Keith & Annamaria Simon
34082 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-033
Kenneth Ball
34084 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-034
Richard & Bette Schotborgh
34086 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-035
Jose Velazco Jr & Sanchez De Espitia
34088 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-036
Alfred Gonzales & Jeanette Luna
34090 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-320-001
Robert & Christina Briney
34087 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-002
Jason & Cori Martin
34085 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-003
Naotaka Oigawa
34083 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-004
Occupant
34081 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-004
Francisco Gutierrez
15050 Monte Vista Ave
Chino Hills, CA 91709-5715
358-320-005
Scott & Michelle Woolstenhulme
34079 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-006
Oscar Ventura
34077 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-007
Cesar Zaragoza
34075 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-008
Phillip & Jacquelyn Debacco
34073 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-009
Eduadro & Amy Villanueva
34071 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-010
Josephine Castro
34069 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-011
Gary Kuhlman
34067 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-012
Armando Cortes
34065 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-013
James & Michele Satterfield
34063 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-014
James Czerwonka
34061 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-015
Tracy & Dawn Rodriguez
34059 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-016
Armie Boc
34057 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-017
Michael Johnston
34055 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-018
Maybelle & Jonathan Lladoc
34053 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-004
Ricardo & Dolores Hernandez
34048 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-005
Marcia Santos
34078 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-006
Danny Maddocks
34080 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-007
Henry Baez
34082 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-008
Dennis & Joyeelyn Bagonghasa
34084 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-009
Carlos & Nayeli Guerrero
34086 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-010
Samuel White & Lillian Young
34088 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-011
Bennie Tinson
34090 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-012
Emmanuel Delrio
34092 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-013
Federico & Mary Salapong
34094 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-017
Noryvir Bequilla
34102 Lady Fern Ct
Lake Elsinore, CA 92532-2941
358-321-018
Jaime Renteria Jr & Jaime Renteria
34103 Lady Fern Ct
Lake Elsinore, CA 92532-2941
358-321-019
Bryan Patzwald & Richard Decker
34101 Lady Fern Ct
Lake Elsinore, CA 92532-2941
358-321-020
Marcello & Sharon Baeza
34099 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-021
Jorge Garcia
34097 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-022
Occupant
34095 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-022
Charles Sanchez & Sharon Elliston
1038 Laroda Ct
Ontario, CA 91762-6105
358-321-023
Occupant
34093 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-023
Changhui Zhou
24 Somerton
Irvine, CA 92620-2151
358-321-024
Emmanuel & Doris Cayabyab
34091 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-025
John Munoz & Araceli Almaraz
34089 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-026
Howard Hibbler Ii
34087 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-027
Occupant
34072 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-027
Victorino & Maria Montellano
120 Calle De Los Ninos
Rancho Santa Margarita, CA 92688-
2827
358-321-028
Occupant
34074 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-028
Kevin & Karina Kracy
34074 Corktree Road
Menifee, CA 92584
358-321-029
Occupant
34076 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-029
Fei Sheng & Dijun Liu
5 Aberdeen St
Irvine, CA 92620-3302
358-321-030
Jose & Maria Garcia
34078 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-031
Tommy & Gabriella Queen
34080 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-032
Alexander Coca
34082 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-033
George Nogal & Nina Magno
34084 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-034
Cottonwood Canyon Hills Com Assn
10880 Wilshire Blvd
Los Angeles, CA 90024-4120
358-321-035
Cottonwood Canyon Hills Com Assn
10880 Wilshire Blvd
Los Angeles, CA 90024-4120
358-321-036
Cottonwood Canyon Hills Com Assn
10880 Wilshire Blvd
Los Angeles, CA 90024-4120
358-321-037
Patricia Rager
34096 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-038
Occupant
34098 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-038
John Caglia
34096 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-039
Occupant
34100 Lady Fern Ct
Lake Elsinore, CA 92532-2941
358-321-039
Mark & Sandra Benz
232 Victoria Cir
Guyton, GA 31312-4921
361-030-001
Peter & Myong Kim
27846 Via Sarasate
Mission Viejo, CA 92692-2139
361-041-001
Nancy Branstetter
29309 Gamebird Ct
Agoura Hills, CA 91301-1525
361-041-002
Nancy Branstetter
29309 Gamebird Ct
Agoura Hills, CA 91301-1525
361-041-003
Stephen & Kathleen White
32084 Hemlock St
Menifee, CA 92584-9756
361-041-004
Stephen & Kathleen White
32084 Hemlock St
Menifee, CA 92584-9756
361-041-005
Occupant
24065 Hemlock St
Menifee, CA 92584
361-041-005
Stephen & Kathleen White
32084 Hemlock St
Menifee, CA 92584-9756
361-041-006
Elaine Kim
748 S San Jacinto Ave
San Jacinto, CA 92583-4678
361-041-007
Fin Inv
2050 Russett Way
Carson City, NV 89703-2112
361-041-008
Fin Inv
2050 Russett Way
Carson City, NV 89703-2112
361-041-009
Juan Spendler & Rosie Munoz
29265 Fenwick Cir
Menifee, CA 92584-6962
361-041-010
Mainuddin Chowdhury & Minati Roy
11340 Streamhurst Dr
Riverside, CA 92505-5124
361-041-011
Raina Lewis
24120 Acacia St
Menifee, CA 92584-9746
361-041-012
Raina Lewis
24120 Acacia St
Menifee, CA 92584-9746
361-041-013
Rolando & Olga Huaynate
331 Carriage Dr
Santa Ana, CA 92707-4151
361-041-014
Fin Inv
2050 Russett Way
Carson City, NV 89703-2112
361-041-015
F I N Inv
2050 Russett Way
Carson City, NV 89703-2112
361-041-016
Stephen & Kathleen White
32084 Hemlock St
Menifee, CA 92584-9756
361-041-017
Trademark Marquis
17614 Raley Ave
Lake Elsinore, CA 92530-5909
361-041-018
Alfred Garcia
24020 Acacia St
Menifee, CA 92584-9745
361-041-019
Alfred Garcia
24020 Acacia St
Menifee, CA 92584-9745
361-041-020
Occupant
24010 Acacia St
Menifee, CA 92584-9745
361-041-020
Gary & Patricia Bruesch
25817 Washington Ave
Murrieta, CA 92562-9748
361-042-001
Tuyen Le
4244 1/2 Chamoune Ave
San Diego, CA 92115-4822
361-042-002
Adele Tholen
5725 Calpine Dr
Malibu, CA 90265-3813
361-042-003
Dorothy Krack & Ronald Krack Sr
608 Via Linda Ct
Las Vegas, NV 89144-1500
361-042-004
Steven Holguin
1032 W 25th St
San Bernardino, CA 92405-3112
361-042-005
Richard Van Sloten
2000 S Melrose Dr
Vista, CA 92081-8758
361-042-006
Mauro Villalobos
31775 Via Verde
Lake Elsinore, CA 92530-7909
361-042-015
David & Donna Fortin
24190 Acacia St
Menifee, CA 92584-9746
361-042-016
David & Donna Fortin
24190 Acacia St
Menifee, CA 92584-9746
361-042-017
Ramona & Marin Fantino
1631 Luneta Dr
Del Mar, CA 92014-2434
361-042-018
Ramona & Marin Fantino
1631 Luneta Dr
Del Mar, CA 92014-2434
361-042-019
Rafael & Erika Serrano
111 W Valencia Ave
Anaheim, CA 92805-4614
361-042-020
Rafael & Erika Serrano
111 W Valencia Ave
Anaheim, CA 92805-4614
361-043-001
Occupant
24131 Acacia St
Menifee, CA 92584-9746
361-043-001
Argeria Olan
24145 Acacia St
Menifee, CA 92584-9746
361-043-002
Graciela Duran & Eusebio Fierros
24145 Acacia St
Menifee, CA 92584-9746
361-043-003
Ronald & Debbie Mclean
24149 Acacia St
Menifee, CA 92584-9746
361-043-004
Zosimo Gomez & Ma De Lugo
24187 Acacia St
Menifee, CA 92584-9746
361-043-015
Occupant
24180 Manzanita Rd
Menifee, CA 92584-9621
361-043-015
Nicolas & Juanita Gonzalez
Po Box 633
Winchester, CA 92596-0633
361-043-016
Zosimo Gomez & Ma De Lugo
24187 Acacia St
Menifee, CA 92584-9746
361-043-017
Zosimo Gomez & Ma De Lugo
24187 Acacia St
Menifee, CA 92584-9746
361-043-018
Zosimo Gomez & Ma De Lugo
24187 Acacia St
Menifee, CA 92584-9746
361-043-019
Occupant
24100 Manzanita Rd
Menifee, CA 92584
361-043-019
Patrica & Fredrick Stokes
24320 Magnolia Rd
Menifee, CA 92584-9727
361-043-020
Patrica & Fredrick Stokes
24320 Magnolia Rd
Menifee, CA 92584-9727
361-043-021
Zosimo Gomez & Ma Lugo
24187 Acacia St
Menifee, CA 92584-9746
361-044-001
Gary & Patricia Bruesch
25817 Washington Ave
Murrieta, CA 92562-9748
361-044-002
Michael Murphy
24025 Acacia St
Menifee, CA 92584-9745
361-044-003
Ronald Cassini
Po Box 894131
Temecula, CA 92589-4131
361-044-004
Ronald Cassini
Po Box 894131
Temecula, CA 92589-4131
361-044-005
Prop Rmt
31902 Avenida Evita
San Juan Capistrano, CA 92675-3902
361-044-006
Occupant
24081 Acacia St
Menifee, CA 92584-9745
361-044-006
Prop Rmt
31902 Avenida Evita
San Juan Capistrano, CA 92675-3902
361-044-007
Prop Rmt
31902 Avenida Evita
San Juan Capistrano, CA 92675-3902
361-044-008
Dimitri Lin
212 Matich St
Lake Elsinore, CA 92530-3236
361-044-009
Dimitri Lin
212 Matich St
Lake Elsinore, CA 92530-3236
361-044-010
Occupant
24120 Manzanita Rd
Menifee, CA 92584-9621
361-044-010
Fredi Romero Castro
24120 Manzanita Street
Wildomar, CA 92595
361-044-011
Fredi Romero Castro
24120 Manzanita Street
Wildomar, CA 92595
361-044-012
Occupant
24120 Manzanita Rd
Menifee, CA 92584-9621
361-044-012
Fredi Castro
216 Campus Way
Lake Elsinore, CA 92530-3342
361-044-013
Kenneth Losacco
32224 Cottonwood Canyon Rd
Menifee, CA 92584-9817
361-044-014
Occupant
24120 Manzanita Rd
Menifee, CA 92584-9621
361-044-014
Kenneth Losacco
32224 Cottonwood Canyon Rd
Menifee, CA 92584-9817
361-044-015
Robert Amrikhas
24002 Manzanita Rd
Menifee, CA 92584-9661
361-044-018
Robert Amrikhas
24002 Manzanita Rd
Menifee, CA 92584-9661
361-061-001
Isidoro Luna & Ernestina Castillo
24011 Manzanita Rd
Menifee, CA 92584-9661
361-061-002
Michael Mendez
28204 Inspiration Lake Dr
Menifee, CA 92584-8032
361-061-003
Alfredo & Claudia Correa
29825 Nuevo Rd
Nuevo, CA 92567-9624
361-061-004
Esteban Velasquez & Elsa Sandoval
24075 Manzanita Rd
Menifee, CA 92584-9661
361-061-005
Esteban Velasquez & Elsa Sandoval
24075 Manzanita Rd
Menifee, CA 92584-9661
361-061-007
Maria Manni
24081 Manzanita Rd
Menifee, CA 92584-9661
361-061-008
Maria Manni
24081 Manzanita Rd
Menifee, CA 92584-9661
361-061-009
Angelica Herrera
1119 N Madison Ave
Los Angeles, CA 90029-1811
361-061-010
Occupant
24124 Yucca St
Menifee, CA 92584-9004
361-061-010
David Maciel
14002 Kelowna Ln
Valley Center, CA 92082-4403
361-061-011
Jose Felipe & Christian Francisco
4401 E 53rd St
Maywood, CA 90270-2410
361-061-012
Jose Felipe & Christian Francisco
4401 E 53rd St
Maywood, CA 90270-2410
361-061-013
Jose Chacon & Celina Carmen
3720 Riverview Dr
Riverside, CA 92509-4365
361-061-014
Occupant
24070 Yucca St
Menifee, CA 92584-9362
361-061-014
Home Expo Financial Inc
23580 Alessandro Blvd
Moreno Valley, CA 92552-6158
361-061-015
Home Expo Financial Inc
23580 Alessandro Blvd
Moreno Valley, CA 92552-6158
361-061-016
Occupant
24065 Manzanita Rd
Menifee, CA 92584-9661
361-061-016
Rosa & Josefina Gonzalez
32085 Manzanita Rd
Menifee, CA 92584-9664
361-061-017
Joe & Elizabeth Valadez
30640 Old Windmill Rd
Menifee, CA 92584-9173
361-061-018
Joe & Elizabeth Valadez
30640 Old Windmill Rd
Menifee, CA 92584-9173
361-061-019
Isidoro Luna & Ernestina Castillo
24011 Manzanita Rd
Menifee, CA 92584-9661
361-061-021
Maria Manni
24081 Manzanita Rd
Menifee, CA 92584-9661
361-062-001
Louis Stanford
10666 Harvest Ct
Plymouth, MI 48170-3200
361-062-002
Beverly Malmborg
11722 Beta Ave
Garden Grove, CA 92840-3507
361-062-003
Beverly Malmborg
11722 Beta Ave
Garden Grove, CA 92840-3507
361-062-004
Occupant
24145 Manzanita Rd
Sun City, CA 92584
361-062-004
Nina Patel
220 S Pac Coast Hwy
Redondo Beach, CA 90277
361-062-005
Joseph & Edward Duchscherer
1120 Oakwood Dr
Oakland, OR 97462-9840
361-062-006
Joseph & Edward Duchscherer
1120 Oakwood Dr
Oakland, OR 97462-9840
361-062-015
Joseph & Edward Duchscherer
1120 Oakwood Dr
Oakland, OR 97462-9840
361-062-016
Joseph & Edward Duchscherer
1120 Oakwood Dr
Oakland, OR 97462-9840
361-062-017
Peter & Barbara Vas
6811 Millbrook St
San Diego, CA 92120-1028
361-062-018
Claudia Munoz
35774 Ruby Ct
Winchester, CA 92596-9083
361-062-019
Susanne Johnson
24144 Yucca St
Menifee, CA 92584-9004
361-062-020
Occupant
24134 Yucca St
Menifee, CA 92584-9004
361-062-020
Gerardo Barajas
Po Box 2775
Anaheim, CA 92814-0775
361-063-001
Kevin Schrock
3016 Marna Ave
Long Beach, CA 90808-4401
361-063-002
Kevin Schrock
3016 Marna Ave
Long Beach, CA 90808-4401
361-063-003
Ofelia Munoz
3131 Valley Rd
National City, CA 91950-7840
361-063-004
Claudia Munoz
35774 Ruby Ct
Winchester, CA 92596-9083
361-063-005
Ora Parks
4210 Riviera Dr
Corona, CA 92883-0770
361-063-006
William & Cecelia Berg
11710 Clay Station Rd
Herald, CA 95638-9772
361-063-015
William & Joanna Axman
878 Cheyenne Rd
Corona, CA 92878-9225
361-063-016
William & Joanna Axman
878 Cheyenne Rd
Corona, CA 92878-9225
361-063-017
Sal Simonetti
28346 Panorama Hills Dr
Menifee, CA 92584-7406
361-063-018
Sal Simonetti
28346 Panorama Hills Dr
Menifee, CA 92584-7406
361-063-019
Sal Simonetti
28346 Panorama Hills Dr
Menifee, CA 92584-7406
361-063-020
Brij Shekhawat
9012 11th Ave
Hesperia, CA 92345-3848
361-064-001
Isidoro Luna
24011 Manzanita Rd
Menifee, CA 92584-9661
361-064-002
Triapsy
12891 Skokorat Ct
Eastvale, CA 92880-3442
361-064-003
Daniel & Ofelia Montejano
24041 Yucca St
Menifee, CA 92584-9362
361-064-004
Daniel & Ofelia Montejano
24041 Yucca St
Menifee, CA 92584-9362
361-064-005
Roberto Montejano
24055 Yucca St
Menifee, CA 92584-9003
361-064-006
Roberto Montejano
24055 Yucca St
Menifee, CA 92584-9003
361-064-007
Jacoba Coronel
Po Box 2057
Sun City, CA 92586-1057
361-064-008
Susan Lear
4801 W 1st St
Santa Ana, CA 92703-3137
361-064-009
Susan Lear
4801 W 1st St
Santa Ana, CA 92703-3137
361-064-010
James Veit
103 31st Ave
San Mateo, CA 94403-3306
361-064-011
Andrew Nguyen & Katie Cao
9611 Port Clyde Dr
Huntington Beach, CA 92646-8430
361-064-012
Andrew Nguyen & Katie Cao
9611 Port Clyde Dr
Huntington Beach, CA 92646-8430
361-064-013
Andrew Nguyen & Katie Cao
9611 Port Clyde Dr
Huntington Beach, CA 92646-8430
361-064-014
Marcellus Fain
10953 S Broadway
Los Angeles, CA 90061-2052
361-064-015
Denise & Juan Castillo
24080 Locust St
Menifee, CA 92584-8747
361-064-016
Roberto Montejano
28711 Reservoir Ave
Nuevo, CA 92567-9703
361-064-017
Max & Norma Warren
1520 W Daybreak Cir
Tucson, AZ 85704-2113
361-064-018
Max & Norma Warren
1520 W Daybreak Cir
Tucson, AZ 85704-2113
361-064-019
Max & Norma Warren
1520 W Daybreak Cir
Tucson, AZ 85704-2113
361-064-020
Rusk & Loretta Smith
15837 Elaine Dr
Fontana, CA 92336-1733
361-081-001
Estela Villalobos
301 N Campus Ave
Ontario, CA 91764-4253
361-081-002
Sal & June Perez
34184 Quail Creek Ln
Wildomar, CA 92595-8316
361-081-003
Sangarapillai Manoharan
18335 Watson Way
Yorba Linda, CA 92886-7044
361-081-004
Sangarapillai Manoharan
18335 Watson Way
Yorba Linda, CA 92886-7044
361-081-005
Abdelghani Titouah
1365 Oak View Way
Escondido, CA 92029-1858
361-081-006
Bridge Castle
Po Box 12021
La Jolla, CA 92039-2021
361-081-007
Andres Bustos
11811 Earlham St
Orange, CA 92869-3558
361-081-008
Andres Bravo
11821 Earlham St
Orange, CA 92869-3558
361-081-009
Andres Bravo
11821 Earlham St
Orange, CA 92869-3558
361-081-010
Occupant
32259 Jan Ave
Menifee, CA 92584
361-081-010
Andres Bravo
11821 Earlham St
Orange, CA 92869-3558
361-081-011
Keith & Roberta Lydon
2508 Kennedy Ave
Chico, CA 95973-9668
361-081-012
Charlene & Douglas Hibbard
11028 Jurupa Rd
Jurupa Valley, CA 91752-1747
361-081-013
Enoc Ramirez
24090 Magnolia Rd
Menifee, CA 92584-9809
361-081-016
David & Susan Mason
359 S Avenida Margarita
Anaheim, CA 92807-3708
361-081-017
Charlene & Douglas Hibbard
11028 Jurupa Rd
Jurupa Valley, CA 91752-1747
361-081-018
Darla Zornig & Kristy Means
26694 Mandelieu Dr
Murrieta, CA 92562-8420
361-081-019
Kandi Kerns & Neka Mcdonald
4230 Coronado Ave
San Diego, CA 92107-3636
361-081-020
Patricia Bruce
4699 N 152nd Dr
Goodyear, AZ 85395-8388
361-081-021
Dominic Lobato & Kristen Carrasco
24070 Magnolia Rd
Menifee, CA 92584-9809
361-082-001
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-002
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-003
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-004
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-005
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-006
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-015
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-016
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-017
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-018
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-019
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-020
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-083-001
Occupant
24135 Magnolia Rd
Menifee, CA 92584-9282
361-083-001
Steven & Melissa Somerlad
Pmb 237
Lake Elsinore, CA 92532
361-083-002
Northeast Beach
162 Johnston Ln
San Marcos, CA 92069-2708
361-083-003
Carey Maryanne Estate Of
5679 Tamarisk Way
San Luis Obispo, CA 93401-8277
361-083-004
Ramon Ramos
45031 Promise Rd
Lake Elsinore, CA 92532-1507
361-083-005
Johnson Nguyen
28526 Watson Rd
Menifee, CA 92585-9311
361-083-006
Magnolia Gp No 24191
24191 Magnolia Rd
Menifee, CA 92584-9282
361-083-015
J B Elite
24182 Olive St
Menifee, CA 92584
361-083-016
Modern Systems No 241781
24178 Olive St
Menifee, CA 92584-9204
361-083-017
Occupant
24168 Olive St
Menifee, CA 92584-9204
361-083-017
Robert Templeton
29991 Canyon Hills Rd
Lake Elsinore, CA 92532-2578
361-083-018
Design No 24158 Gp
24158 Olive St
Menifee, CA 92584-9204
361-083-019
J B Elite
24146 Olive St
Menifee, CA 92584
361-083-020
Occupant
24136 Olive St
Menifee, CA 92584-9204
361-083-020
Angela Johnson
Po Box 941
Wildomar, CA 92595-0941
361-083-021
Albino Trigueros & Maria Raya
21341 River Rd
Perris, CA 92570-8388
361-084-001
Cesar & Nimfa Pelina
29742 Avida Dr
Menifee, CA 92584-8644
361-084-002
Entrust Admin Inc; Equity Tr Co
Po Box 56867
Sherman Oaks, CA 91413-1867
361-084-003
Israel Ramirez
1105 E 3rd Ave
Escondido, CA 92025-4626
361-084-004
Jose Vital
1481 W 7th St
Upland, CA 91786-7058
361-084-005
Gina Olivieri
8615 Semiahmoo Dr
Blaine, WA 98230-9314
361-084-006
Gina Olivieri
8615 Semiahmoo Dr
Blaine, WA 98230-9314
361-084-007
Israel Ramirez
1105 E Bay
Escondido, CA 92025
361-084-008
Rumildo Santos
13207 Eriel Ave
Hawthorne, CA 90250-6361
361-084-009
Rumildo Santos
13207 Eriel Ave
Hawthorne, CA 90250-6361
361-084-010
Tugba Dane
14582 Highcrest Cir
Irvine, CA 92604-2437
361-084-011
Binh Thach & Sang Tran
9362 Joyvelle Dr
Garden Grove, CA 92841
361-084-012
Binh Thach & Sang Tran
9362 Joyvelle Dr
Garden Grove, CA 92841
361-084-013
Maggie Farah
8197 Sanctuary Dr
Corona, CA 92883-5955
361-084-014
Maggie Farah
8197 Sanctuary Dr
Corona, CA 92883-5955
361-084-015
Linda Wilson
Po Box 782
Sun City, CA 92586-0782
361-084-016
Linda Wilson
Po Box 782
Sun City, CA 92586-0782
361-084-017
Kameron & Anqelica Andrade
31866 Middlebrook Ln
Menifee, CA 92584-7481
361-084-018
Gina Olivieri
8615 Semiahmoo Dr
Blaine, WA 98230-9314
361-084-019
John & Carmen Jimenez
20424 Budlong Ave
Torrance, CA 90502-1406
361-084-020
John & Carmen Jimenez
20424 Budlong Ave
Torrance, CA 90502-1406
361-101-002
Occupant
28450 Corte Portofino
Menifee, CA 92584-8907
361-101-002
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-101-003
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-101-005
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-006
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-007
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-008
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-009
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-010
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-011
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-012
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-013
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-014
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-015
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-016
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-017
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-018
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-101-019
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-101-020
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-101-021
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-101-022
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-102-001
Silvia Rivera
27813 Red Cloud Rd
Corona, CA 92883-7929
361-102-002
Occupant
24240 Cottonwood Ave
Moreno Valley, CA 92553
361-102-002
Troy Helton
25420 Bundy Canyon Rd
Menifee, CA 92584-9382
361-102-003
Troy Helton
25420 Bundy Canyon Rd
Menifee, CA 92584-9382
361-102-004
Troy Helton
25420 Bundy Canyon Rd
Menifee, CA 92584-9382
361-102-005
Silvia Rivera
27813 Red Cloud Rd
Corona, CA 92883-7929
361-102-006
Silvia Rivera
27813 Red Cloud Rd
Corona, CA 92883-7929
361-102-015
Troy Helton
25420 Bundy Canyon Rd
Menifee, CA 92584-9382
361-102-016
Troy Helton
25420 Bundy Canyon Rd
Menifee, CA 92584-9382
361-102-017
Steven Long
4576 Bancroft St
San Diego, CA 92116-4416
361-102-018
Steven Long
4576 Bancroft St
San Diego, CA 92116-4416
361-102-019
Lisa Rivo
4576 Bancroft St
San Diego, CA 92116-4416
361-102-020
Lisa Rivo
4576 Bancroft St
San Diego, CA 92116-4416
361-103-001
Elie Yazbeck
31938 Temecula Pkwy
Temecula, CA 92592-6810
361-103-002
Silvia Rivera
27813 Red Cloud Rd
Corona, CA 92883-7929
361-103-003
Edmund & Happiness Chukwurah
6141 Sydney Bay Ct
North Las Vegas, NV 89081-6576
361-103-004
Edmund & Happiness Chukwurah
6141 Sydney Bay Ct
North Las Vegas, NV 89081-6576
361-103-005
Edmund & Happiness Chukwurah
6141 Sydney Bay Ct
North Las Vegas, NV 89081-6576
361-103-006
Infospectrum Inc
220 S Livermore Ave
Livermore, CA 94551-3660
361-103-015
Occupant
24190 Orange St
Menifee, CA 92584
361-103-015
Abel & Maricela Contreras
29785 Cottonwood Cove Dr
Menifee, CA 92584-7976
361-103-016
Occupant
24178 Orange St
Menifee, CA 92584
361-103-016
Abel & Maricela Contreras
29785 Cottonwood Cove Dr
Menifee, CA 92584-7976
361-103-017
Occupant
41057 Vintage Cir
Temecula, CA 92591-2105
361-103-017
Maria Vasquez & Jorge Gacia
33925 Orange St
Wildomar, CA 92595-8448
361-103-018
Maria Vasquez & Jorge Gacia
33925 Orange St
Wildomar, CA 92595-8448
361-103-019
John Shubin
32531 Cottonwood Canyon Rd
Menifee, CA 92584-9335
361-103-020
John Shubin
32531 Cottonwood Canyon Rd
Menifee, CA 92584-9335
361-104-002
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-003
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-005
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-006
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-008
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-009
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-010
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-011
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-012
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-013
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-014
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-015
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-016
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-017
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-018
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-019
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-020
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-021
William Johnson
Po Box 610
Sun City, CA 92586-0610
363-231-019
Lake Elsinore Un School Dist
545 Chaney St
Lake Elsinore, CA 92530-2712
363-231-020
Lake Elsinore Un School Dist
545 Chaney St
Lake Elsinore, CA 92530-2712
363-630-009
Roberto & Blanca Ruiz
31948 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-010
Bryan & Sarah Hull
31946 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-011
Erin & Daniel Morris
31944 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-012
Jorge & Justyna Gamez
31942 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-013
Juan Berganza & Silvia Murillo
31940 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-014
Occupant
31938 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-014
Westates Co
1835 S Centre City Pkwy
Escondido, CA 92025-6504
363-630-015
Nhoukhanthon Hatlavongsa
31936 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-016
Jennifer Oleary
31959 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-017
William Wallace
31957 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-018
Occupant
31955 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-018
Xueli Chen
1559 Lemon Ave
Walnut, CA 91789-5367
363-630-019
Occupant
31953 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-019
Rodney Mondino
27871 Rural Ln
Laguna Niguel, CA 92677-6005
363-630-020
Luis Flores & Elizabeth Cervantes
31951 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-021
Anthony & Stephanie Aviles
31949 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-022
Jose Cortes
31947 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-023
Occupant
31958 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-023
Felix & Virginia Rubalcaba
2983 E Plymouth Way
Fresno, CA 93720-5469
363-630-024
Brandon & Krystal Edmonds
31956 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-025
Ebinamir Sharrieff & Kefneek Ellis
31954 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-026
Rosalba Pelaez
31952 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-027
Shane & Michelle Hensley
31950 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-028
Rebekah & Thomas Porrino
31948 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-029
Alan & Kristina Hopper
31946 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-030
Douglas & Rachelle Staggs
31965 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-031
Wesley Betebenner
31967 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-032
Roberto Garcia Jr
31969 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-033
Joshua Logan
31971 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-034
Nathaniel Proffitt
31973 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-035
Occupant
31975 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-035
Robert & Sheena Ewing
139 S Orange Ave
Azusa, CA 91702-4416
363-630-036
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-640-001
Occupant
31977 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-001
Veronica Garcia & Dustin Bear
Po Box 4974
Covina, CA 91723-4974
363-640-002
Occupant
31979 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-002
Jeremy Geng
23580 Alessandro Blvd
Moreno Valley, CA 92552-6158
363-640-003
Occupant
31983 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-003
Jerry & Gigi Dibernardo
41141 Reid Ct
Temecula, CA 92591-5125
363-640-004
Luis Aragon
31985 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-005
Grant Tretheway
31987 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-006
Rene & Norma Lopez
31989 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-007
Yezid Rodriguez
31991 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-008
Jose & Dulce Amaya
31993 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-009
Homes Pardee
19540 Jamboree Rd
Irvine, CA 92612-8452
363-680-001
Kristopher & Rachel Bernard
33068 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-002
Rafael Padilla & Elizabeth Ramirez
33070 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-003
Kimberly Knight
33072 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-004
Alma Nava
33074 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-005
Maham Jethi
33076 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-006
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-680-007
Alex & Shari Gamboa
33078 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-008
Verhaeghe Bruno
33080 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-009
Peter & Gretchen Truebe
33082 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-010
Roberto & Cynthia Lopez
33084 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-011
Michael & Sonia Mcknight
33086 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-012
Occupant
33088 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-012
Alireza Mortazavi & Firouzeh Fazeli
2356 N San Miguel Dr
Orange, CA 92867-8601
363-680-013
Matthew & Jennifer Brodeur
33090 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-014
Ernesto Acevedo
33092 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-015
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-681-001
Jay & Carolyn King
33077 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-002
Christopher Tourville
33075 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-003
David Farmer & Valerie Langton
33073 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-004
Gerard & Michael Skiles
33071 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-005
Maria Vidal
33069 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-006
Ericka Allen
32372 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-007
Occupant
32370 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-007
David & Jennifer Lee
14231 Caminito Vistana
San Diego, CA 92130-3724
363-681-008
Juan & Elvira Espindola Diaz
32368 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-009
April & Kody Schultz
32366 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-010
Vicki Gerard
32364 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-011
Allen Wells
32362 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-012
Patricia Heath
32360 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-013
Carl & Wenxia Gronning
32380 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-014
Mark & Sandra Henderson
32382 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-015
Thadeus & Ivy Godoy
32384 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-016
Tony Estrada Jr & Odeza Mamawag
32386 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-017
George & Susan Mastrogany
32388 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-018
Victor & Angelynn Medina
32390 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-019
James & Barbara Cruce
32392 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-020
Steven & Bristal Merrick
32394 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-021
Freddy Sanchez
32396 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-022
Kenneth & Paula Cronin
32398 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-023
Occupant
32400 Windemere Dr
Lake Elsinore, CA 92532-2560
363-681-023
Brandon & Isabel Ferrera
848 Prospect Ave
Hermosa Beach, CA 90254-4323
363-681-024
Elyce & Jonathan Mandich
33081 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-025
Jeremy & Jennifer Ryan
33079 Canopy Ln
Lake Elsinore, CA 92532-2536
363-682-001
Christine Kulick & Michael Kulick Jr
32397 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-002
Gilberto Huerta & Luis Medina
32395 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-003
Jose Toro Jr
32393 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-004
Jean Tobin
32391 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-005
Bradley & Jennifer Goepner
32385 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-006
Christopher & Shanah Tompkins
32383 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-007
Adam Wickert
32381 Windemere Dr
Lake Elsinore, CA 92532-2542
363-683-001
Elmer & Patricia Wickert
32003 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-683-002
Fermin & Olga Cuevas
32001 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-683-003
Mathew & Julia Puig
32359 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-004
Victor & Aurora Dominguez
32361 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-005
Edward & Dolores Sethman
32363 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-006
Occupant
32365 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-006
Xqds Group
3510 Village Commercial Dr
Oceanside, CA 92056-3576
363-683-007
Lisa & Naoki Preble
32367 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-008
Occupant
32369 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-008
Collin & Cristie Connors
1637 Warbler Way
Sunnyvale, CA 94087-5152
363-683-009
Kelsy Salazar & Chad Gaudaur
32371 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-010
Occupant
32373 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-010
Carl Chen
6313 Emerald Ridge Way
Jurupa Valley, CA 91752-3493
363-683-011
Manuel & Victoria Arcabos
32375 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-012
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-683-013
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-700-001
Daniel & Trang Louie
33094 Canopy Ln
Lake Elsinore, CA 92532-2540
363-700-002
Gilbert Meza
33096 Canopy Ln
Lake Elsinore, CA 92532-2540
363-700-003
Allen & Vanessa Bradford
33098 Canopy Ln
Lake Elsinore, CA 92532-2540
363-700-004
Cyrus Querol
33100 Canopy Ln
Lake Elsinore, CA 92532-2557
363-700-005
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-701-001
Gene & Denise Smith
33103 Canopy Ln
Lake Elsinore, CA 92532-2559
363-701-002
Matthew Carsey
33101 Canopy Ln
Lake Elsinore, CA 92532-2559
363-701-003
Occupant
33099 Canopy Ln
Lake Elsinore, CA 92532-2545
363-701-003
Yiep Family Revocable Trust
1133 W Sierra Dr
Santa Ana, CA 92707-3856
363-701-004
Occupant
33097 Canopy Ln
Lake Elsinore, CA 92532-2545
363-701-004
Bahou Nadera Yacoub
64 Mira Mesa
Rancho Santa Margarita, CA 92688-
3408
363-701-005
Occupant
33095 Canopy Ln
Lake Elsinore, CA 92532-2545
363-701-005
Calvin Nguyen & Xuan Duong
5010 W Flight Ave
Santa Ana, CA 92704-1908
363-701-006
Garry & Sharon Wilson
32022 Ironbark Ct
Lake Elsinore, CA 92532-2543
363-701-007
William Villalta & Jennifer Bogarin
32024 Ironbark Ct
Lake Elsinore, CA 92532-2543
363-701-008
James & Kelly Roberts
32026 Ironbark Ct
Lake Elsinore, CA 92532-2543
363-701-009
Jason Forslund
32028 Ironbark Ct
Lake Elsinore, CA 92532-2543
363-701-010
Antonio Hernandez
32030 Ironbark Ct
Lake Elsinore, CA 92532-2543
363-701-011
Eric & Laura Nuanez
32032 Cottage Glen Dr
Lake Elsinore, CA 92532-2561
363-701-012
Gregory & Ruth Sullivan
32034 Cottage Glen Dr
Lake Elsinore, CA 92532-2561
363-702-001
Richard & Jacqueline Himes
33102 Canopy Ln
Lake Elsinore, CA 92532-2558
363-702-002
Daniel Navar
33104 Canopy Ln
Lake Elsinore, CA 92532-2558
363-702-003
David & Thelma Fernandez
33106 Canopy Ln
Lake Elsinore, CA 92532-2558
363-702-004
Erik & Terri Kirk
32036 Cottage Glen Dr
Lake Elsinore, CA 92532-2561
363-702-005
Arturo & Martha Rodriguez
32038 Cottage Glen Dr
Lake Elsinore, CA 92532-2561
363-702-006
Elizabeth Sierra & Abel Sierra Sr
32040 Cottage Glen Dr
Lake Elsinore, CA 92532-2561
363-702-007
Phillip & Emmy Diegelman
32045 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-008
Jennifer Stephens
32043 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-009
Jesus Chavez
32041 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-010
Murrell & Margarete Alcantar
32039 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-011
Raquel Estrada
32037 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-012
Occupant
32035 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-012
Shajuana Hutton
32035 Cottage Gen Drive
Lake Elsinore, CA 92532-
363-702-013
Gene & Julie Diegelman
32033 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-014
Gregory & Janette Leon
32031 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-015
Michelle Darby
32029 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-016
Corey & Tiffany Gomez
32027 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-017
Shelly & Robert Padilla
32025 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-018
Occupant
32023 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-018
Paul & Ruth Kim
11063 Bigelow Cir
Cerritos, CA 90703-6422
363-702-019
Andrew Walter
32021 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-020
Daoud Zazai & Alejandra Salcedo
32019 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-021
Occupant
32017 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-021
2018 1 Ih Borrower Lp
1717 Main St
Dallas, TX 75201-4657
363-702-022
Occupant
32015 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-022
Thomas & Debra Romero
752 Susanne St
Corona, CA 92882-4241
363-702-023
Trevor & Christine Simpson
32013 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-024
Vanesa Chavez
32011 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-025
Kapila Egodage & Sanji Perera
32009 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-026
Occupant
32007 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-026
2018 1 Ih Borrower Lp
1717 Main St
Dallas, TX 75201-4657
363-702-027
Occupant
32005 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-027
Kevin Truong & Lai Koo
7700 Blue Mist Ct
Eastvale, CA 92880-3210
363-702-028
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-702-029
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-710-001
Sarah Smitherman
33058 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-002
Josefina Eaton & Reynaldo Zavala
33060 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-003
Philip & Indira Houtenbrink
33062 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-004
Juan Iannotti & Susana De Norton
33064 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-005
Estelita Puhawan
33066 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-006
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-710-007
Deserie & David Gregory
32331 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-710-008
Occupant
32333 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-710-008
Reza & Marilyn Fakour-Safa
Po Box 204
Twin Peaks, CA 92391-0204
363-710-009
Reynaldo & Elsa Antonio
33028 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-010
Rickey & Renee Archangel
33030 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-011
Iosif Petruescu
33032 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-012
Occupant
33034 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-012
Jerry & Gigi Dibernardo
41141 Reid Ct
Temecula, CA 92591-5125
363-710-013
Thomas Santana & Maria Cosentino
33036 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-014
Maria Armenta
33038 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-015
Christopher Kranz & Alicia Farmer
33040 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-016
Erica & Lourdes Cerda
33042 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-017
Ignacio Urzua
33044 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-018
Occupant
33046 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-018
Robert & Diana Heyman
638 Lindero Canyon Rd
Oak Park, CA 91377-5457
363-710-019
Tom Kasivau & Emma Ackson
33048 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-020
Dalene Shand & Timothy Snook
33050 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-021
Occupant
33052 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-021
Mohammad & Tahira Vaziri
207 Los Padres Ln
Placentia, CA 92870-6233
363-710-022
Raul Moran
33054 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-023
Jonathan Barrientos
33056 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-024
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-720-001
Occupant
32366 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-001
Argelia Ledesma
12914 Barlin Ave
Downey, CA 90242-4406
363-720-002
Adolfo & Linda Serrano
32364 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-003
Beau & Alana Youngker
32362 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-004
Jesus & Daniela Ojeda
32360 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-005
Occupant
32358 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-005
Philip & Patricia Ou
32424 New Harbor Way
Union City, CA 94587-5185
363-720-006
Patricio Morales & Marisol Bayolo
32357 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-007
Steven & Melissa Gearhart
32359 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-008
Juan Manzo
32361 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-009
Michael & Karla Cleary
32363 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-010
Mohammed & Yolanda Helwani
32365 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-011
Brent & Brenda Ansell
32367 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-012
Thiago Moreira & Sarah Kajano
32364 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-013
Donjae Watters
32362 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-014
Jerry & Kristen Apana
32360 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-015
Laura Gonzalez
32358 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-016
Cecilia Davis
32356 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-017
Maria & Niko Bondoc
32354 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-018
Occupant
32352 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-018
Dansen Lee & Katherine Thong
5122 Bartlett Ave
San Gabriel, CA 91776-2126
363-720-019
Marquis Davis & Moneshia Moore
32350 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-020
Occupant
31922 Sugarbush Ln
Lake Elsinore, CA 92532
363-720-020
Geostem Dorite
Po Box 5287
Culver City, CA 90231-5287
363-720-021
John & Elizabeth Zook
32024 Sugarbush Ln
Lake Elsinore, CA 92532-2569
363-720-022
Rolando Zelada & Janet Mendoza
32026 Sugarbush Ln
Lake Elsinore, CA 92532-2569
363-720-023
Jay & Lauran Borowski
31928 Sugarbush Ln
Lake Elsinore, CA 92532
363-720-024
Wendy Sandoval
32030 Sugarbush Ln
Lake Elsinore, CA 92532-2569
363-720-025
Emmanuel & Carmencita Lazaro
32029 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-026
Micah Anderson & Michelle Schaub
32027 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-027
Chad & Nadia Blackburn
32025 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-028
Mario & Juli Cruz
32023 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-029
Bahareh & Gerard Seifikabir
32021 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-030
Daryl & Heather Weber
32013 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-031
Occupant
32011 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-031
Mark Moore
Po Box 79017
Corona, CA 92877-0167
363-720-032
Occupant
31909 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-720-032
David & Elsa Cisneros
32009 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-033
Lucia Mora
32007 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-034
Occupant
31905 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-720-034
Jeffrey Shirkani
32421 Caribbean Dr
Dana Point, CA 92629-3535
363-720-035
Walter & Jessica Whitesides
32003 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-036
Occupant
32001 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-036
Li Guan
6039 Flambeau Rd
Rancho Palos Verdes, CA 90275-2164
363-720-037
Daniel & Elena Hotard
31999 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-720-038
Manuel Rosales & Gloria Arreola
31997 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-720-039
Amanda & Lorene Smith
31995 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-720-040
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-720-041
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-720-042
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-721-001
Carlos & Liliana Hernandez
32349 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-002
Antonio & Gloria Sandoval
32351 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-003
Jose & Jazmin Aguilar
32353 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-004
Rufino & Maria Jimenez
32355 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-005
Elizabeth Padilla
32357 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-006
Jose Delgadillo & Maria Romero
32359 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-007
Donte Ross & Briauna Martin
32361 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-008
Sergio & Rosa Leal
32363 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-009
Paola & Eduardo Mendoza
32365 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-010
Maynard & Lilia Castillo
32346 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-011
Emmanuel & Michelle Vargas
32344 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-012
James & Jamie Sohn
32342 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-013
Jonathan Bartlett
32340 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-014
Occupant
32338 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-014
Kim Tran
46121 Sharon St
Temecula, CA 92592-3318
363-721-015
Juan Rojas
32336 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-016
Charles & Maria Herrera
32334 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-017
Fred Haag Jr & Christen Haag
32332 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-018
Steve Quan
32330 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-722-001
Ian & Megan Waugh
32329 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-002
Occupant
32331 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-002
Amber & George Morgan
29991 Canyon Hills Rd
Lake Elsinore, CA 92532-2578
363-722-003
Ruth Wambua
32333 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-004
Karla & Daniel Gibson
32335 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-005
Jose & Hermelinda Sarmiento
32337 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-006
Gelber & Jessica Florian
32339 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-007
Occupant
32341 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-007
Navel Chikwanda & Gloria Muringayi
45763 Altree Ct
Temecula, CA 92592-3476
363-722-008
Ariel & Laura Ortega
32343 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-009
Ramon & Gabriela Solorio
32345 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-010
Maximillian Desohy & Rachelle Desphy
32347 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-011
Padmakumara & Janitha Gallage
32330 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-012
Clifford Albright & Jerry Bensley
32328 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-013
Occupant
32326 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-013
Chao Tong
19705 Parkview Ct
Cupertino, CA 95014-0621
363-722-014
James & Ratawny Knopf
32324 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-015
Chauhan Pravin & Meena Living Tr
32322 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-016
Occupant
32320 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-016
Luma Tabikh
10 Pandale
Foothill Ranch, CA 92610-1737
363-722-017
Rafael & Matilde Barragan
32318 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-018
William & William Carpio
32316 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-019
Occupant
32314 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-019
Jkh Prop
314 E 3rd St
Perris, CA 92570-2225
363-722-020
David Blum & David Martinez
32312 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-021
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-723-001
Gloria & Jose Nunez
32307 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-002
Ramon Cadiz
32309 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-003
Tatton Kilmer & Janice Searle
32311 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-004
Occupant
32313 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-004
Sterling & Hilda Hagan
2715 E Schiliro Cir
Phoenix, AZ 85032-2453
363-723-005
Norman Sumual & Winny Picanussa
32315 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-006
Occupant
32317 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-006
David & Rita Griggs
30401 Comanche Cir
Canyon Lake, CA 92587-7719
363-723-007
Eva & Sergio Perez
32319 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-008
Occupant
32321 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-008
Yidong Zhu
18 Brisbane Ct
Tustin, CA 92782-3743
363-723-009
Occupant
32323 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-009
Bruce & Cheryl Yarborough
30126 Hillside Ter
San Juan Capo, CA 92675-1540
363-723-010
Jorge & Yvette Arellanes
32325 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-011
Moises Munoz & Sukunthia Un
32327 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-012
Steve Clark Jr & Lisa Clark
32329 Lace Oak Dr
Lake Elsinore, CA 92532-2573
365-220-001
Pardee Homes
177 E Colorado Blvd
Pasadena, CA 91105-1989
365-220-002
Millennium Tr Co; Roupinian Edward
10880 Wilshire Blvd
Los Angeles, CA 90024-4110
365-220-003
Steve & Kathy Uraine
32255 Navajo Springs Rd
Wildomar, CA 92595-8298
365-220-004
Abraham Naeemy
32285 Navajo Springs Rd
Wildomar, CA 92595-8298
365-220-005
Victor & Nancy Curl
32355 Navajo Springs Rd
Wildomar, CA 92595-8299
365-220-006
Roy & Judith Powell
32360 Navajo Springs Rd
Wildomar, CA 92595-8299
365-220-007
Kyle & Jessica Dee
32320 Navajo Springs Rd
Wildomar, CA 92595-8299
365-220-008
Occupant
32280 Navajo Springs Rd
Wildomar, CA 92595-8298
365-220-008
Jonathan & Britney Petersen
29991 Canyon Hills Rd
Lake Elsinore, CA 92532-2579
365-220-009
Jose & Norma Gallegos
32145 Crooked Arrow Dr
Wildomar, CA 92595-8286
365-220-010
Jonathan & Britney Petersen
29991 Canyon Hills Rd
Lake Elsinore, CA 92532-2579
365-220-011
Kenneth & Sherene Thomas
32285 Crooked Arrow Dr
Wildomar, CA 92595-8287
365-220-012
Occupant
32305 Crooked Arrow Dr
Wildomar, CA 92595-8288
365-220-012
Reza Javan & Shahnaz Saeed
47 Vista Montemar
Laguna Beach, CA 92677-7954
365-220-013
John & Claudia Willard
32425 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-014
Tina & Brian Coover
6939 27th St
Riverside, CA 92509-1529
365-220-015
Occupant
32465 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-015
William Berlin
29299 Garnet St
Menifee, CA 92584-8234
365-220-016
Gino & Lisa Grammatico
32485 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-017
Occupant
32480 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-017
Agustin & Justyna Guzman
5529 Valley Cedar Dr
El Paso, TX 79932-4309
365-220-018
Bonnie & Curtis Henry
32440 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-019
Jason Dugan & Tobie Gonzalez
32400 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-020
Cidney Potter & Priscilla Fierro
32300 Crooked Arrow Dr
Wildomar, CA 92595-8288
365-220-021
Michael Sullens & Qing Xu
32380 Crooked Arrow Dr
Wildomar, CA 92595-8156
365-220-022
James & Tracy Winkler
32200 Crooked Arrow Dr
Wildomar, CA 92595-8287
365-220-023
James & Tracy Winkler
29991 Canyon Hills Rd
Lake Elsinore, CA 92532-2578
365-220-024
Edward & Kathleen Kashak
2579 Coronado Pl
Vista, CA 92081-8715
365-220-025
Edward & Julie Hill
32050 Crooked Arrow Dr
Wildomar, CA 92595-8297
365-220-026
Coves Pacific
515 Avocado Ave
Corona Del Mar, CA 92625-1919
365-220-027
Occupant
32202 Lost Rd
Wildomar, CA 92595-8295
365-220-027
David Behrens & Brenda Schroeder
29900 Porth Rd
Murrieta, CA 92563-2326
365-230-001
Flying Bee
29900 Porth Rd
Murrieta, CA 92563-2326
365-230-005
Flying Bee
29900 Porth Rd
Murrieta, CA 92563-2326
365-230-006
Brenda Schroeder & Diana Foster
29900 Porth Rd
Murrieta, CA 92563-2326
365-230-007
Flying Bee
29900 Porth Rd
Murrieta, CA 92563-2326
365-230-009
John Flanigan
24140 Cruise Circle Dr
Canyon Lake, CA 92587-7734
365-230-010
John & Marlene Flanigan
24140 Cruise Circle Dr
Canyon Lake, CA 92587-7734
365-230-011
John & Marlene Flanigan
24140 Cruise Circle Dr
Canyon Lake, CA 92587-7734
365-230-012
Occupant
32051 Cottonwood Canyon Rd
Wildomar, CA 92595
365-230-012
John & Marlene Flanigan
24140 Cruise Circle Dr
Canyon Lake, CA 92587-7734
365-230-013
John & Marlene Flanigan
24140 Cruise Circle Dr
Canyon Lake, CA 92587-7734
365-240-001
Chris Galvan
1775 Yvonne Ct
Riverside, CA 92501-4308
365-240-002
Occupant
32525 Crooked Arrow Dr
Wildomar, CA 92595-7001
365-240-002
Sam Logan
22871 Charles St
Wildomar, CA 92595-7913
365-240-003
Occupant
32498 Crooked Arrow Dr
Wildomar, CA 92595
365-240-003
Anna Audenis
22162 Laguna Cir
Huntington Beach, CA 92646-8325
365-240-004
Andrew & Ruby Fisher
32520 Crooked Arrow Dr
Wildomar, CA 92595-7001
365-250-012
Gary & Yolanda Endersbe
23045 Crooked Arrow Dr
Wildomar, CA 92595-8366
365-250-014
Martin Gonzalez & Ana Chavez
1030 E Thomann Dr
Placentia, CA 92870-5287
365-250-022
John & Theresa Schaffer
23604 Crab Hollow Cir
Wildomar, CA 92595-8358
365-250-023
Occupant
23540 Crab Hollow Cir
Wildomar, CA 92595-8357
365-250-023
Gary & Cathleen Lancaster
Po Box 1137
Wildomar, CA 92595-1137
365-250-024
Occupant
23350 Crab Hollow Cir
Wildomar, CA 92595
365-250-024
Phillip & Betsy Acosta
353 Locust St
Laguna Beach, CA 92651-1603
365-250-027
David Hornyak
23955 Crab Hollow Cir
Wildomar, CA 92595-8361
365-250-029
Occupant
23275 Crooked Arrow Dr
Wildomar, CA 92595-8368
365-250-029
James Mccormick
4429 E Village Rd
Long Beach, CA 90808-1538
365-250-030
Bruce Williams
23125 Crooked Arrow Dr
Wildomar, CA 92595-8367
365-250-031
Occupant
23190 Crooked Arrow Dr
Wildomar, CA 92595-8367
365-250-031
Thanh Pham
8591 Crockett Cir
Westminster, CA 92683-7264
365-250-032
Debra Creswell
23854 Crab Hollow Cir
Wildomar, CA 92595-8360
365-250-033
Wendell Powell
23906 Crab Hollow Cir
Wildomar, CA 92595-8361
365-250-038
Occupant
23060 Crooked Arrow Dr
Wildomar, CA 92595-8366
365-250-038
Chris Howe
5219 Marina Pacifica Dr N
Long Beach, CA 90803-3800
365-250-039
Occupant
23150 Crooked Arrow Dr
Wildomar, CA 92595-8367
365-250-039
David Metcalf
Po Box 7
Wildomar, CA 92595-0007
365-250-045
Jorge & Maricruz Cisneros
24120 Crab Hollow Cir
Wildomar, CA 92595-8363
365-250-050
Gregory Standal
200 Wilson St
Mount Horeb, WI 53572-1641
365-250-051
Paul & Josephine Syiem
8307 Orchard St
Rancho Cucamonga, CA 91701-1904
365-250-052
David & Renee Higgins
7420 Palmetto Ave
Fontana, CA 92336-2127
365-250-053
Paul & Josephine Syiem
8307 Orchard St
Rancho Cucamonga, CA 91701-1904
365-250-055
Juan Rios & Adelaida Prudencio
23875 Crab Hollow Cir
Wildomar, CA 92595-8360
365-250-056
Lawrence & Stacy Mata
23915 Crab Hollow Cir
Wildomar, CA 92595-8361
365-250-060
Michael & Suzanne Sevilla
22178 Vacation Dr
Canyon Lake, CA 92587-7833
365-250-062
Timothy & Gerdha Louch
17395 Los Alisos Rd
Lake Elsinore, CA 92530-7502
365-250-063
Occupant
23190 Crooked Arrow Dr
Wildomar, CA 92595-8367
365-250-063
Timothy & Gerdha Louch
17395 Los Alisos Rd
Lake Elsinore, CA 92530-7502
358-120-027
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-028
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-029
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-030
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-031
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-032
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-120-051
Cottonwood Canyon Hills Com Assn
1250 Corona Pointe Ct
Corona, CA 92879-2099
358-120-052
Homes Pardee
177 E Colorado Blvd
Pasadena, CA 91105-1989
358-301-001
John Ascencio
34088 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-002
Samuhl & Kimberly Slinkard
34090 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-003
Eugen & Selene Bogos
34092 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-004
Patricia Ochoa
34094 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-005
Eric Lyon
34096 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-006
Michael & Ryanne Kramer
34098 Corktree Rd
Lake Elsinore, CA 92532-2942
358-301-007
Occupant
34100 Corktree Rd
Lake Elsinore, CA 92532-2945
358-301-007
Genaro & Maria Hernandez
2717 Normallin St
Torrance, CA 90505-7046
358-301-008
Michael & Arleen Giarla
34102 Corktree Rd
Lake Elsinore, CA 92532-2945
358-301-009
Timothy Schag
34104 Corktree Rd
Lake Elsinore, CA 92532-2945
358-301-013
Christopher & Jessamyn Oligher
34123 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-014
Thomas & Tina Camello
34121 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-015
Gregory & Tiffany Dawson
34112 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-016
Micheal & Cathy Vilencia
34114 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-017
Daniel & Jennifer Scheer
34116 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-018
Occupant
34118 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-018
Steve Miller
47-25 Lihikai Dr
Kaneohe, HI 96744
358-301-019
David & Nicole Simon
34120 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-020
Donald Mccutcheon
34122 Zinnia Ct
Lake Elsinore, CA 92532-2938
358-301-025
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-301-026
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-310-001
Louis & Jeanette Navarrete
34103 Corktree Rd
Lake Elsinore, CA 92532-2945
358-310-002
Bruce Craig & Patricia King
34101 Corktree Rd
Lake Elsinore, CA 92532-2945
358-310-003
Nathan & Christine Goldberg
34099 Corktree Rd
Lake Elsinore, CA 92532-2942
358-310-004
Scott & Ubon Meredith
34089 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-005
Occupant
34091 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-005
John Allen
24220 Conejo Dr
Quail Valley, CA 92587-9270
358-310-006
Jennifer & Cory Jackson
34093 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-007
Ricardo Reyes
34095 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-008
Occupant
34096 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-008
John Allen
24220 Conejo Dr
Menifee, CA 92587-9270
358-310-009
Steven Spellman
34094 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-010
Gary & Nancy Greeley
34092 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-013
William & Yvette Groseclose
34071 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-014
Muhammad Shafiq
34077 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-015
Brenda Farfan
34079 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-016
Kennedy & Marissa Lowe
34081 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-017
Richard & Pia Wood
34083 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-018
Jose & Sarah Sustaita
34085 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-019
Noe Alvarez
34087 Agaliya Ct
Lake Elsinore, CA 92532-2967
358-310-027
Cottonwood Canyon Hills Com Assn
26650 The Old Rd
Valencia, CA 91381-0784
358-310-028
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
358-310-029
Ryan & Amber Hartsock
34070 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-030
David Rivera
34072 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-031
Ryan Fleming
34080 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-032
Keith & Annamaria Simon
34082 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-033
Kenneth Ball
34084 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-034
Richard & Bette Schotborgh
34086 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-035
Jose Velazco Jr & Sanchez De Espitia
34088 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-310-036
Alfred Gonzales & Jeanette Luna
34090 Agaliya Ct
Lake Elsinore, CA 92532-2968
358-320-001
Robert & Christina Briney
34087 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-002
Jason & Cori Martin
34085 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-003
Naotaka Oigawa
34083 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-004
Occupant
34081 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-004
Francisco Gutierrez
15050 Monte Vista Ave
Chino Hills, CA 91709-5715
358-320-005
Scott & Michelle Woolstenhulme
34079 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-006
Oscar Ventura
34077 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-007
Cesar Zaragoza
34075 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-008
Phillip & Jacquelyn Debacco
34073 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-009
Eduadro & Amy Villanueva
34071 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-010
Josephine Castro
34069 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-011
Gary Kuhlman
34067 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-012
Armando Cortes
34065 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-013
James & Michele Satterfield
34063 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-014
James Czerwonka
34061 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-015
Tracy & Dawn Rodriguez
34059 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-016
Armie Boc
34057 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-017
Michael Johnston
34055 Corktree Rd
Lake Elsinore, CA 92532-2942
358-320-018
Maybelle & Jonathan Lladoc
34053 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-004
Ricardo & Dolores Hernandez
34048 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-005
Marcia Santos
34078 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-006
Danny Maddocks
34080 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-007
Henry Baez
34082 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-008
Dennis & Joyeelyn Bagonghasa
34084 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-009
Carlos & Nayeli Guerrero
34086 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-010
Samuel White & Lillian Young
34088 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-011
Bennie Tinson
34090 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-012
Emmanuel Delrio
34092 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-013
Federico & Mary Salapong
34094 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-017
Noryvir Bequilla
34102 Lady Fern Ct
Lake Elsinore, CA 92532-2941
358-321-018
Jaime Renteria Jr & Jaime Renteria
34103 Lady Fern Ct
Lake Elsinore, CA 92532-2941
358-321-019
Bryan Patzwald & Richard Decker
34101 Lady Fern Ct
Lake Elsinore, CA 92532-2941
358-321-020
Marcello & Sharon Baeza
34099 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-021
Jorge Garcia
34097 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-022
Occupant
34095 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-022
Charles Sanchez & Sharon Elliston
1038 Laroda Ct
Ontario, CA 91762-6105
358-321-023
Occupant
34093 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-023
Changhui Zhou
24 Somerton
Irvine, CA 92620-2151
358-321-024
Emmanuel & Doris Cayabyab
34091 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-025
John Munoz & Araceli Almaraz
34089 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-026
Howard Hibbler Ii
34087 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-027
Occupant
34072 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-027
Victorino & Maria Montellano
120 Calle De Los Ninos
Rancho Santa Margarita, CA 92688-
2827
358-321-028
Occupant
34074 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-028
Kevin & Karina Kracy
34074 Corktree Road
Menifee, CA 92584
358-321-029
Occupant
34076 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-029
Fei Sheng & Dijun Liu
5 Aberdeen St
Irvine, CA 92620-3302
358-321-030
Jose & Maria Garcia
34078 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-031
Tommy & Gabriella Queen
34080 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-032
Alexander Coca
34082 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-033
George Nogal & Nina Magno
34084 Corktree Rd
Lake Elsinore, CA 92532-2942
358-321-034
Cottonwood Canyon Hills Com Assn
10880 Wilshire Blvd
Los Angeles, CA 90024-4120
358-321-035
Cottonwood Canyon Hills Com Assn
10880 Wilshire Blvd
Los Angeles, CA 90024-4120
358-321-036
Cottonwood Canyon Hills Com Assn
10880 Wilshire Blvd
Los Angeles, CA 90024-4120
358-321-037
Patricia Rager
34096 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-038
Occupant
34098 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-038
John Caglia
34096 Lady Fern Ct
Lake Elsinore, CA 92532-2940
358-321-039
Occupant
34100 Lady Fern Ct
Lake Elsinore, CA 92532-2941
358-321-039
Mark & Sandra Benz
232 Victoria Cir
Guyton, GA 31312-4921
361-030-001
Peter & Myong Kim
27846 Via Sarasate
Mission Viejo, CA 92692-2139
361-041-001
Nancy Branstetter
29309 Gamebird Ct
Agoura Hills, CA 91301-1525
361-041-002
Nancy Branstetter
29309 Gamebird Ct
Agoura Hills, CA 91301-1525
361-041-003
Stephen & Kathleen White
32084 Hemlock St
Menifee, CA 92584-9756
361-041-004
Stephen & Kathleen White
32084 Hemlock St
Menifee, CA 92584-9756
361-041-005
Occupant
24065 Hemlock St
Menifee, CA 92584
361-041-005
Stephen & Kathleen White
32084 Hemlock St
Menifee, CA 92584-9756
361-041-006
Elaine Kim
748 S San Jacinto Ave
San Jacinto, CA 92583-4678
361-041-007
Fin Inv
2050 Russett Way
Carson City, NV 89703-2112
361-041-008
Fin Inv
2050 Russett Way
Carson City, NV 89703-2112
361-041-009
Juan Spendler & Rosie Munoz
29265 Fenwick Cir
Menifee, CA 92584-6962
361-041-010
Mainuddin Chowdhury & Minati Roy
11340 Streamhurst Dr
Riverside, CA 92505-5124
361-041-011
Raina Lewis
24120 Acacia St
Menifee, CA 92584-9746
361-041-012
Raina Lewis
24120 Acacia St
Menifee, CA 92584-9746
361-041-013
Rolando & Olga Huaynate
331 Carriage Dr
Santa Ana, CA 92707-4151
361-041-014
Fin Inv
2050 Russett Way
Carson City, NV 89703-2112
361-041-015
F I N Inv
2050 Russett Way
Carson City, NV 89703-2112
361-041-016
Stephen & Kathleen White
32084 Hemlock St
Menifee, CA 92584-9756
361-041-017
Trademark Marquis
17614 Raley Ave
Lake Elsinore, CA 92530-5909
361-041-018
Alfred Garcia
24020 Acacia St
Menifee, CA 92584-9745
361-041-019
Alfred Garcia
24020 Acacia St
Menifee, CA 92584-9745
361-041-020
Occupant
24010 Acacia St
Menifee, CA 92584-9745
361-041-020
Gary & Patricia Bruesch
25817 Washington Ave
Murrieta, CA 92562-9748
361-042-001
Tuyen Le
4244 1/2 Chamoune Ave
San Diego, CA 92115-4822
361-042-002
Adele Tholen
5725 Calpine Dr
Malibu, CA 90265-3813
361-042-003
Dorothy Krack & Ronald Krack Sr
608 Via Linda Ct
Las Vegas, NV 89144-1500
361-042-004
Steven Holguin
1032 W 25th St
San Bernardino, CA 92405-3112
361-042-005
Richard Van Sloten
2000 S Melrose Dr
Vista, CA 92081-8758
361-042-006
Mauro Villalobos
31775 Via Verde
Lake Elsinore, CA 92530-7909
361-042-015
David & Donna Fortin
24190 Acacia St
Menifee, CA 92584-9746
361-042-016
David & Donna Fortin
24190 Acacia St
Menifee, CA 92584-9746
361-042-017
Ramona & Marin Fantino
1631 Luneta Dr
Del Mar, CA 92014-2434
361-042-018
Ramona & Marin Fantino
1631 Luneta Dr
Del Mar, CA 92014-2434
361-042-019
Rafael & Erika Serrano
111 W Valencia Ave
Anaheim, CA 92805-4614
361-042-020
Rafael & Erika Serrano
111 W Valencia Ave
Anaheim, CA 92805-4614
361-043-001
Occupant
24131 Acacia St
Menifee, CA 92584-9746
361-043-001
Argeria Olan
24145 Acacia St
Menifee, CA 92584-9746
361-043-002
Graciela Duran & Eusebio Fierros
24145 Acacia St
Menifee, CA 92584-9746
361-043-003
Ronald & Debbie Mclean
24149 Acacia St
Menifee, CA 92584-9746
361-043-004
Zosimo Gomez & Ma De Lugo
24187 Acacia St
Menifee, CA 92584-9746
361-043-015
Occupant
24180 Manzanita Rd
Menifee, CA 92584-9621
361-043-015
Nicolas & Juanita Gonzalez
Po Box 633
Winchester, CA 92596-0633
361-043-016
Zosimo Gomez & Ma De Lugo
24187 Acacia St
Menifee, CA 92584-9746
361-043-017
Zosimo Gomez & Ma De Lugo
24187 Acacia St
Menifee, CA 92584-9746
361-043-018
Zosimo Gomez & Ma De Lugo
24187 Acacia St
Menifee, CA 92584-9746
361-043-019
Occupant
24100 Manzanita Rd
Menifee, CA 92584
361-043-019
Patrica & Fredrick Stokes
24320 Magnolia Rd
Menifee, CA 92584-9727
361-043-020
Patrica & Fredrick Stokes
24320 Magnolia Rd
Menifee, CA 92584-9727
361-043-021
Zosimo Gomez & Ma Lugo
24187 Acacia St
Menifee, CA 92584-9746
361-044-001
Gary & Patricia Bruesch
25817 Washington Ave
Murrieta, CA 92562-9748
361-044-002
Michael Murphy
24025 Acacia St
Menifee, CA 92584-9745
361-044-003
Ronald Cassini
Po Box 894131
Temecula, CA 92589-4131
361-044-004
Ronald Cassini
Po Box 894131
Temecula, CA 92589-4131
361-044-005
Prop Rmt
31902 Avenida Evita
San Juan Capistrano, CA 92675-3902
361-044-006
Occupant
24081 Acacia St
Menifee, CA 92584-9745
361-044-006
Prop Rmt
31902 Avenida Evita
San Juan Capistrano, CA 92675-3902
361-044-007
Prop Rmt
31902 Avenida Evita
San Juan Capistrano, CA 92675-3902
361-044-008
Dimitri Lin
212 Matich St
Lake Elsinore, CA 92530-3236
361-044-009
Dimitri Lin
212 Matich St
Lake Elsinore, CA 92530-3236
361-044-010
Occupant
24120 Manzanita Rd
Menifee, CA 92584-9621
361-044-010
Fredi Romero Castro
24120 Manzanita Street
Wildomar, CA 92595
361-044-011
Fredi Romero Castro
24120 Manzanita Street
Wildomar, CA 92595
361-044-012
Occupant
24120 Manzanita Rd
Menifee, CA 92584-9621
361-044-012
Fredi Castro
216 Campus Way
Lake Elsinore, CA 92530-3342
361-044-013
Kenneth Losacco
32224 Cottonwood Canyon Rd
Menifee, CA 92584-9817
361-044-014
Occupant
24120 Manzanita Rd
Menifee, CA 92584-9621
361-044-014
Kenneth Losacco
32224 Cottonwood Canyon Rd
Menifee, CA 92584-9817
361-044-015
Robert Amrikhas
24002 Manzanita Rd
Menifee, CA 92584-9661
361-044-018
Robert Amrikhas
24002 Manzanita Rd
Menifee, CA 92584-9661
361-061-001
Isidoro Luna & Ernestina Castillo
24011 Manzanita Rd
Menifee, CA 92584-9661
361-061-002
Michael Mendez
28204 Inspiration Lake Dr
Menifee, CA 92584-8032
361-061-003
Alfredo & Claudia Correa
29825 Nuevo Rd
Nuevo, CA 92567-9624
361-061-004
Esteban Velasquez & Elsa Sandoval
24075 Manzanita Rd
Menifee, CA 92584-9661
361-061-005
Esteban Velasquez & Elsa Sandoval
24075 Manzanita Rd
Menifee, CA 92584-9661
361-061-007
Maria Manni
24081 Manzanita Rd
Menifee, CA 92584-9661
361-061-008
Maria Manni
24081 Manzanita Rd
Menifee, CA 92584-9661
361-061-009
Angelica Herrera
1119 N Madison Ave
Los Angeles, CA 90029-1811
361-061-010
Occupant
24124 Yucca St
Menifee, CA 92584-9004
361-061-010
David Maciel
14002 Kelowna Ln
Valley Center, CA 92082-4403
361-061-011
Jose Felipe & Christian Francisco
4401 E 53rd St
Maywood, CA 90270-2410
361-061-012
Jose Felipe & Christian Francisco
4401 E 53rd St
Maywood, CA 90270-2410
361-061-013
Jose Chacon & Celina Carmen
3720 Riverview Dr
Riverside, CA 92509-4365
361-061-014
Occupant
24070 Yucca St
Menifee, CA 92584-9362
361-061-014
Home Expo Financial Inc
23580 Alessandro Blvd
Moreno Valley, CA 92552-6158
361-061-015
Home Expo Financial Inc
23580 Alessandro Blvd
Moreno Valley, CA 92552-6158
361-061-016
Occupant
24065 Manzanita Rd
Menifee, CA 92584-9661
361-061-016
Rosa & Josefina Gonzalez
32085 Manzanita Rd
Menifee, CA 92584-9664
361-061-017
Joe & Elizabeth Valadez
30640 Old Windmill Rd
Menifee, CA 92584-9173
361-061-018
Joe & Elizabeth Valadez
30640 Old Windmill Rd
Menifee, CA 92584-9173
361-061-019
Isidoro Luna & Ernestina Castillo
24011 Manzanita Rd
Menifee, CA 92584-9661
361-061-021
Maria Manni
24081 Manzanita Rd
Menifee, CA 92584-9661
361-062-001
Louis Stanford
10666 Harvest Ct
Plymouth, MI 48170-3200
361-062-002
Beverly Malmborg
11722 Beta Ave
Garden Grove, CA 92840-3507
361-062-003
Beverly Malmborg
11722 Beta Ave
Garden Grove, CA 92840-3507
361-062-004
Occupant
24145 Manzanita Rd
Sun City, CA 92584
361-062-004
Nina Patel
220 S Pac Coast Hwy
Redondo Beach, CA 90277
361-062-005
Joseph & Edward Duchscherer
1120 Oakwood Dr
Oakland, OR 97462-9840
361-062-006
Joseph & Edward Duchscherer
1120 Oakwood Dr
Oakland, OR 97462-9840
361-062-015
Joseph & Edward Duchscherer
1120 Oakwood Dr
Oakland, OR 97462-9840
361-062-016
Joseph & Edward Duchscherer
1120 Oakwood Dr
Oakland, OR 97462-9840
361-062-017
Peter & Barbara Vas
6811 Millbrook St
San Diego, CA 92120-1028
361-062-018
Claudia Munoz
35774 Ruby Ct
Winchester, CA 92596-9083
361-062-019
Susanne Johnson
24144 Yucca St
Menifee, CA 92584-9004
361-062-020
Occupant
24134 Yucca St
Menifee, CA 92584-9004
361-062-020
Gerardo Barajas
Po Box 2775
Anaheim, CA 92814-0775
361-063-001
Kevin Schrock
3016 Marna Ave
Long Beach, CA 90808-4401
361-063-002
Kevin Schrock
3016 Marna Ave
Long Beach, CA 90808-4401
361-063-003
Ofelia Munoz
3131 Valley Rd
National City, CA 91950-7840
361-063-004
Claudia Munoz
35774 Ruby Ct
Winchester, CA 92596-9083
361-063-005
Ora Parks
4210 Riviera Dr
Corona, CA 92883-0770
361-063-006
William & Cecelia Berg
11710 Clay Station Rd
Herald, CA 95638-9772
361-063-015
William & Joanna Axman
878 Cheyenne Rd
Corona, CA 92878-9225
361-063-016
William & Joanna Axman
878 Cheyenne Rd
Corona, CA 92878-9225
361-063-017
Sal Simonetti
28346 Panorama Hills Dr
Menifee, CA 92584-7406
361-063-018
Sal Simonetti
28346 Panorama Hills Dr
Menifee, CA 92584-7406
361-063-019
Sal Simonetti
28346 Panorama Hills Dr
Menifee, CA 92584-7406
361-063-020
Brij Shekhawat
9012 11th Ave
Hesperia, CA 92345-3848
361-064-001
Isidoro Luna
24011 Manzanita Rd
Menifee, CA 92584-9661
361-064-002
Triapsy
12891 Skokorat Ct
Eastvale, CA 92880-3442
361-064-003
Daniel & Ofelia Montejano
24041 Yucca St
Menifee, CA 92584-9362
361-064-004
Daniel & Ofelia Montejano
24041 Yucca St
Menifee, CA 92584-9362
361-064-005
Roberto Montejano
24055 Yucca St
Menifee, CA 92584-9003
361-064-006
Roberto Montejano
24055 Yucca St
Menifee, CA 92584-9003
361-064-007
Jacoba Coronel
Po Box 2057
Sun City, CA 92586-1057
361-064-008
Susan Lear
4801 W 1st St
Santa Ana, CA 92703-3137
361-064-009
Susan Lear
4801 W 1st St
Santa Ana, CA 92703-3137
361-064-010
James Veit
103 31st Ave
San Mateo, CA 94403-3306
361-064-011
Andrew Nguyen & Katie Cao
9611 Port Clyde Dr
Huntington Beach, CA 92646-8430
361-064-012
Andrew Nguyen & Katie Cao
9611 Port Clyde Dr
Huntington Beach, CA 92646-8430
361-064-013
Andrew Nguyen & Katie Cao
9611 Port Clyde Dr
Huntington Beach, CA 92646-8430
361-064-014
Marcellus Fain
10953 S Broadway
Los Angeles, CA 90061-2052
361-064-015
Denise & Juan Castillo
24080 Locust St
Menifee, CA 92584-8747
361-064-016
Roberto Montejano
28711 Reservoir Ave
Nuevo, CA 92567-9703
361-064-017
Max & Norma Warren
1520 W Daybreak Cir
Tucson, AZ 85704-2113
361-064-018
Max & Norma Warren
1520 W Daybreak Cir
Tucson, AZ 85704-2113
361-064-019
Max & Norma Warren
1520 W Daybreak Cir
Tucson, AZ 85704-2113
361-064-020
Rusk & Loretta Smith
15837 Elaine Dr
Fontana, CA 92336-1733
361-081-001
Estela Villalobos
301 N Campus Ave
Ontario, CA 91764-4253
361-081-002
Sal & June Perez
34184 Quail Creek Ln
Wildomar, CA 92595-8316
361-081-003
Sangarapillai Manoharan
18335 Watson Way
Yorba Linda, CA 92886-7044
361-081-004
Sangarapillai Manoharan
18335 Watson Way
Yorba Linda, CA 92886-7044
361-081-005
Abdelghani Titouah
1365 Oak View Way
Escondido, CA 92029-1858
361-081-006
Bridge Castle
Po Box 12021
La Jolla, CA 92039-2021
361-081-007
Andres Bustos
11811 Earlham St
Orange, CA 92869-3558
361-081-008
Andres Bravo
11821 Earlham St
Orange, CA 92869-3558
361-081-009
Andres Bravo
11821 Earlham St
Orange, CA 92869-3558
361-081-010
Occupant
32259 Jan Ave
Menifee, CA 92584
361-081-010
Andres Bravo
11821 Earlham St
Orange, CA 92869-3558
361-081-011
Keith & Roberta Lydon
2508 Kennedy Ave
Chico, CA 95973-9668
361-081-012
Charlene & Douglas Hibbard
11028 Jurupa Rd
Jurupa Valley, CA 91752-1747
361-081-013
Enoc Ramirez
24090 Magnolia Rd
Menifee, CA 92584-9809
361-081-016
David & Susan Mason
359 S Avenida Margarita
Anaheim, CA 92807-3708
361-081-017
Charlene & Douglas Hibbard
11028 Jurupa Rd
Jurupa Valley, CA 91752-1747
361-081-018
Darla Zornig & Kristy Means
26694 Mandelieu Dr
Murrieta, CA 92562-8420
361-081-019
Kandi Kerns & Neka Mcdonald
4230 Coronado Ave
San Diego, CA 92107-3636
361-081-020
Patricia Bruce
4699 N 152nd Dr
Goodyear, AZ 85395-8388
361-081-021
Dominic Lobato & Kristen Carrasco
24070 Magnolia Rd
Menifee, CA 92584-9809
361-082-001
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-002
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-003
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-004
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-005
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-006
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-015
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-016
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-017
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-018
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-019
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-082-020
Jeffrey Jehning
17160 E Tudor St
Covina, CA 91722-1224
361-083-001
Occupant
24135 Magnolia Rd
Menifee, CA 92584-9282
361-083-001
Steven & Melissa Somerlad
Pmb 237
Lake Elsinore, CA 92532
361-083-002
Northeast Beach
162 Johnston Ln
San Marcos, CA 92069-2708
361-083-003
Carey Maryanne Estate Of
5679 Tamarisk Way
San Luis Obispo, CA 93401-8277
361-083-004
Ramon Ramos
45031 Promise Rd
Lake Elsinore, CA 92532-1507
361-083-005
Johnson Nguyen
28526 Watson Rd
Menifee, CA 92585-9311
361-083-006
Magnolia Gp No 24191
24191 Magnolia Rd
Menifee, CA 92584-9282
361-083-015
J B Elite
24182 Olive St
Menifee, CA 92584
361-083-016
Modern Systems No 241781
24178 Olive St
Menifee, CA 92584-9204
361-083-017
Occupant
24168 Olive St
Menifee, CA 92584-9204
361-083-017
Robert Templeton
29991 Canyon Hills Rd
Lake Elsinore, CA 92532-2578
361-083-018
Design No 24158 Gp
24158 Olive St
Menifee, CA 92584-9204
361-083-019
J B Elite
24146 Olive St
Menifee, CA 92584
361-083-020
Occupant
24136 Olive St
Menifee, CA 92584-9204
361-083-020
Angela Johnson
Po Box 941
Wildomar, CA 92595-0941
361-083-021
Albino Trigueros & Maria Raya
21341 River Rd
Perris, CA 92570-8388
361-084-001
Cesar & Nimfa Pelina
29742 Avida Dr
Menifee, CA 92584-8644
361-084-002
Entrust Admin Inc; Equity Tr Co
Po Box 56867
Sherman Oaks, CA 91413-1867
361-084-003
Israel Ramirez
1105 E 3rd Ave
Escondido, CA 92025-4626
361-084-004
Jose Vital
1481 W 7th St
Upland, CA 91786-7058
361-084-005
Gina Olivieri
8615 Semiahmoo Dr
Blaine, WA 98230-9314
361-084-006
Gina Olivieri
8615 Semiahmoo Dr
Blaine, WA 98230-9314
361-084-007
Israel Ramirez
1105 E Bay
Escondido, CA 92025
361-084-008
Rumildo Santos
13207 Eriel Ave
Hawthorne, CA 90250-6361
361-084-009
Rumildo Santos
13207 Eriel Ave
Hawthorne, CA 90250-6361
361-084-010
Tugba Dane
14582 Highcrest Cir
Irvine, CA 92604-2437
361-084-011
Binh Thach & Sang Tran
9362 Joyvelle Dr
Garden Grove, CA 92841
361-084-012
Binh Thach & Sang Tran
9362 Joyvelle Dr
Garden Grove, CA 92841
361-084-013
Maggie Farah
8197 Sanctuary Dr
Corona, CA 92883-5955
361-084-014
Maggie Farah
8197 Sanctuary Dr
Corona, CA 92883-5955
361-084-015
Linda Wilson
Po Box 782
Sun City, CA 92586-0782
361-084-016
Linda Wilson
Po Box 782
Sun City, CA 92586-0782
361-084-017
Kameron & Anqelica Andrade
31866 Middlebrook Ln
Menifee, CA 92584-7481
361-084-018
Gina Olivieri
8615 Semiahmoo Dr
Blaine, WA 98230-9314
361-084-019
John & Carmen Jimenez
20424 Budlong Ave
Torrance, CA 90502-1406
361-084-020
John & Carmen Jimenez
20424 Budlong Ave
Torrance, CA 90502-1406
361-101-002
Occupant
28450 Corte Portofino
Menifee, CA 92584-8907
361-101-002
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-101-003
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-101-005
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-006
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-007
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-008
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-009
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-010
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-011
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-012
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-013
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-014
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-015
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-016
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-017
Sitl Inv
Po Box 566
Riverside, CA 92502-0566
361-101-018
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-101-019
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-101-020
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-101-021
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-101-022
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-102-001
Silvia Rivera
27813 Red Cloud Rd
Corona, CA 92883-7929
361-102-002
Occupant
24240 Cottonwood Ave
Moreno Valley, CA 92553
361-102-002
Troy Helton
25420 Bundy Canyon Rd
Menifee, CA 92584-9382
361-102-003
Troy Helton
25420 Bundy Canyon Rd
Menifee, CA 92584-9382
361-102-004
Troy Helton
25420 Bundy Canyon Rd
Menifee, CA 92584-9382
361-102-005
Silvia Rivera
27813 Red Cloud Rd
Corona, CA 92883-7929
361-102-006
Silvia Rivera
27813 Red Cloud Rd
Corona, CA 92883-7929
361-102-015
Troy Helton
25420 Bundy Canyon Rd
Menifee, CA 92584-9382
361-102-016
Troy Helton
25420 Bundy Canyon Rd
Menifee, CA 92584-9382
361-102-017
Steven Long
4576 Bancroft St
San Diego, CA 92116-4416
361-102-018
Steven Long
4576 Bancroft St
San Diego, CA 92116-4416
361-102-019
Lisa Rivo
4576 Bancroft St
San Diego, CA 92116-4416
361-102-020
Lisa Rivo
4576 Bancroft St
San Diego, CA 92116-4416
361-103-001
Elie Yazbeck
31938 Temecula Pkwy
Temecula, CA 92592-6810
361-103-002
Silvia Rivera
27813 Red Cloud Rd
Corona, CA 92883-7929
361-103-003
Edmund & Happiness Chukwurah
6141 Sydney Bay Ct
North Las Vegas, NV 89081-6576
361-103-004
Edmund & Happiness Chukwurah
6141 Sydney Bay Ct
North Las Vegas, NV 89081-6576
361-103-005
Edmund & Happiness Chukwurah
6141 Sydney Bay Ct
North Las Vegas, NV 89081-6576
361-103-006
Infospectrum Inc
220 S Livermore Ave
Livermore, CA 94551-3660
361-103-015
Occupant
24190 Orange St
Menifee, CA 92584
361-103-015
Abel & Maricela Contreras
29785 Cottonwood Cove Dr
Menifee, CA 92584-7976
361-103-016
Occupant
24178 Orange St
Menifee, CA 92584
361-103-016
Abel & Maricela Contreras
29785 Cottonwood Cove Dr
Menifee, CA 92584-7976
361-103-017
Occupant
41057 Vintage Cir
Temecula, CA 92591-2105
361-103-017
Maria Vasquez & Jorge Gacia
33925 Orange St
Wildomar, CA 92595-8448
361-103-018
Maria Vasquez & Jorge Gacia
33925 Orange St
Wildomar, CA 92595-8448
361-103-019
John Shubin
32531 Cottonwood Canyon Rd
Menifee, CA 92584-9335
361-103-020
John Shubin
32531 Cottonwood Canyon Rd
Menifee, CA 92584-9335
361-104-002
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-003
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-005
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-006
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-008
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-009
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-010
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-011
Missionary Aviation Fellowship
Po Box 47
Nampa, ID 83653-0047
361-104-012
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-013
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-014
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-015
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-016
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-017
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-018
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-019
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-020
William Johnson
Po Box 610
Sun City, CA 92586-0610
361-104-021
William Johnson
Po Box 610
Sun City, CA 92586-0610
363-231-019
Lake Elsinore Un School Dist
545 Chaney St
Lake Elsinore, CA 92530-2712
363-231-020
Lake Elsinore Un School Dist
545 Chaney St
Lake Elsinore, CA 92530-2712
363-630-009
Roberto & Blanca Ruiz
31948 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-010
Bryan & Sarah Hull
31946 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-011
Erin & Daniel Morris
31944 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-012
Jorge & Justyna Gamez
31942 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-013
Juan Berganza & Silvia Murillo
31940 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-014
Occupant
31938 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-014
Westates Co
1835 S Centre City Pkwy
Escondido, CA 92025-6504
363-630-015
Nhoukhanthon Hatlavongsa
31936 Honeysuckle Ct
Lake Elsinore, CA 92532-2519
363-630-016
Jennifer Oleary
31959 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-017
William Wallace
31957 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-018
Occupant
31955 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-018
Xueli Chen
1559 Lemon Ave
Walnut, CA 91789-5367
363-630-019
Occupant
31953 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-019
Rodney Mondino
27871 Rural Ln
Laguna Niguel, CA 92677-6005
363-630-020
Luis Flores & Elizabeth Cervantes
31951 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-021
Anthony & Stephanie Aviles
31949 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-022
Jose Cortes
31947 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-023
Occupant
31958 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-023
Felix & Virginia Rubalcaba
2983 E Plymouth Way
Fresno, CA 93720-5469
363-630-024
Brandon & Krystal Edmonds
31956 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-025
Ebinamir Sharrieff & Kefneek Ellis
31954 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-026
Rosalba Pelaez
31952 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-027
Shane & Michelle Hensley
31950 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-028
Rebekah & Thomas Porrino
31948 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-029
Alan & Kristina Hopper
31946 Botany Ct
Lake Elsinore, CA 92532-2520
363-630-030
Douglas & Rachelle Staggs
31965 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-031
Wesley Betebenner
31967 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-032
Roberto Garcia Jr
31969 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-033
Joshua Logan
31971 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-034
Nathaniel Proffitt
31973 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-035
Occupant
31975 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-630-035
Robert & Sheena Ewing
139 S Orange Ave
Azusa, CA 91702-4416
363-630-036
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-640-001
Occupant
31977 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-001
Veronica Garcia & Dustin Bear
Po Box 4974
Covina, CA 91723-4974
363-640-002
Occupant
31979 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-002
Jeremy Geng
23580 Alessandro Blvd
Moreno Valley, CA 92552-6158
363-640-003
Occupant
31983 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-003
Jerry & Gigi Dibernardo
41141 Reid Ct
Temecula, CA 92591-5125
363-640-004
Luis Aragon
31985 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-005
Grant Tretheway
31987 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-006
Rene & Norma Lopez
31989 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-007
Yezid Rodriguez
31991 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-008
Jose & Dulce Amaya
31993 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-640-009
Homes Pardee
19540 Jamboree Rd
Irvine, CA 92612-8452
363-680-001
Kristopher & Rachel Bernard
33068 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-002
Rafael Padilla & Elizabeth Ramirez
33070 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-003
Kimberly Knight
33072 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-004
Alma Nava
33074 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-005
Maham Jethi
33076 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-006
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-680-007
Alex & Shari Gamboa
33078 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-008
Verhaeghe Bruno
33080 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-009
Peter & Gretchen Truebe
33082 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-010
Roberto & Cynthia Lopez
33084 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-011
Michael & Sonia Mcknight
33086 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-012
Occupant
33088 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-012
Alireza Mortazavi & Firouzeh Fazeli
2356 N San Miguel Dr
Orange, CA 92867-8601
363-680-013
Matthew & Jennifer Brodeur
33090 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-014
Ernesto Acevedo
33092 Canopy Ln
Lake Elsinore, CA 92532-2540
363-680-015
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-681-001
Jay & Carolyn King
33077 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-002
Christopher Tourville
33075 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-003
David Farmer & Valerie Langton
33073 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-004
Gerard & Michael Skiles
33071 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-005
Maria Vidal
33069 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-006
Ericka Allen
32372 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-007
Occupant
32370 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-007
David & Jennifer Lee
14231 Caminito Vistana
San Diego, CA 92130-3724
363-681-008
Juan & Elvira Espindola Diaz
32368 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-009
April & Kody Schultz
32366 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-010
Vicki Gerard
32364 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-011
Allen Wells
32362 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-012
Patricia Heath
32360 Whispering Willow Dr
Lake Elsinore, CA 92532-2550
363-681-013
Carl & Wenxia Gronning
32380 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-014
Mark & Sandra Henderson
32382 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-015
Thadeus & Ivy Godoy
32384 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-016
Tony Estrada Jr & Odeza Mamawag
32386 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-017
George & Susan Mastrogany
32388 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-018
Victor & Angelynn Medina
32390 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-019
James & Barbara Cruce
32392 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-020
Steven & Bristal Merrick
32394 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-021
Freddy Sanchez
32396 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-022
Kenneth & Paula Cronin
32398 Windemere Dr
Lake Elsinore, CA 92532-2541
363-681-023
Occupant
32400 Windemere Dr
Lake Elsinore, CA 92532-2560
363-681-023
Brandon & Isabel Ferrera
848 Prospect Ave
Hermosa Beach, CA 90254-4323
363-681-024
Elyce & Jonathan Mandich
33081 Canopy Ln
Lake Elsinore, CA 92532-2536
363-681-025
Jeremy & Jennifer Ryan
33079 Canopy Ln
Lake Elsinore, CA 92532-2536
363-682-001
Christine Kulick & Michael Kulick Jr
32397 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-002
Gilberto Huerta & Luis Medina
32395 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-003
Jose Toro Jr
32393 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-004
Jean Tobin
32391 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-005
Bradley & Jennifer Goepner
32385 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-006
Christopher & Shanah Tompkins
32383 Windemere Dr
Lake Elsinore, CA 92532-2542
363-682-007
Adam Wickert
32381 Windemere Dr
Lake Elsinore, CA 92532-2542
363-683-001
Elmer & Patricia Wickert
32003 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-683-002
Fermin & Olga Cuevas
32001 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-683-003
Mathew & Julia Puig
32359 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-004
Victor & Aurora Dominguez
32361 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-005
Edward & Dolores Sethman
32363 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-006
Occupant
32365 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-006
Xqds Group
3510 Village Commercial Dr
Oceanside, CA 92056-3576
363-683-007
Lisa & Naoki Preble
32367 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-008
Occupant
32369 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-008
Collin & Cristie Connors
1637 Warbler Way
Sunnyvale, CA 94087-5152
363-683-009
Kelsy Salazar & Chad Gaudaur
32371 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-010
Occupant
32373 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-010
Carl Chen
6313 Emerald Ridge Way
Jurupa Valley, CA 91752-3493
363-683-011
Manuel & Victoria Arcabos
32375 Whispering Willow Dr
Lake Elsinore, CA 92532-2549
363-683-012
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-683-013
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-700-001
Daniel & Trang Louie
33094 Canopy Ln
Lake Elsinore, CA 92532-2540
363-700-002
Gilbert Meza
33096 Canopy Ln
Lake Elsinore, CA 92532-2540
363-700-003
Allen & Vanessa Bradford
33098 Canopy Ln
Lake Elsinore, CA 92532-2540
363-700-004
Cyrus Querol
33100 Canopy Ln
Lake Elsinore, CA 92532-2557
363-700-005
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-701-001
Gene & Denise Smith
33103 Canopy Ln
Lake Elsinore, CA 92532-2559
363-701-002
Matthew Carsey
33101 Canopy Ln
Lake Elsinore, CA 92532-2559
363-701-003
Occupant
33099 Canopy Ln
Lake Elsinore, CA 92532-2545
363-701-003
Yiep Family Revocable Trust
1133 W Sierra Dr
Santa Ana, CA 92707-3856
363-701-004
Occupant
33097 Canopy Ln
Lake Elsinore, CA 92532-2545
363-701-004
Bahou Nadera Yacoub
64 Mira Mesa
Rancho Santa Margarita, CA 92688-
3408
363-701-005
Occupant
33095 Canopy Ln
Lake Elsinore, CA 92532-2545
363-701-005
Calvin Nguyen & Xuan Duong
5010 W Flight Ave
Santa Ana, CA 92704-1908
363-701-006
Garry & Sharon Wilson
32022 Ironbark Ct
Lake Elsinore, CA 92532-2543
363-701-007
William Villalta & Jennifer Bogarin
32024 Ironbark Ct
Lake Elsinore, CA 92532-2543
363-701-008
James & Kelly Roberts
32026 Ironbark Ct
Lake Elsinore, CA 92532-2543
363-701-009
Jason Forslund
32028 Ironbark Ct
Lake Elsinore, CA 92532-2543
363-701-010
Antonio Hernandez
32030 Ironbark Ct
Lake Elsinore, CA 92532-2543
363-701-011
Eric & Laura Nuanez
32032 Cottage Glen Dr
Lake Elsinore, CA 92532-2561
363-701-012
Gregory & Ruth Sullivan
32034 Cottage Glen Dr
Lake Elsinore, CA 92532-2561
363-702-001
Richard & Jacqueline Himes
33102 Canopy Ln
Lake Elsinore, CA 92532-2558
363-702-002
Daniel Navar
33104 Canopy Ln
Lake Elsinore, CA 92532-2558
363-702-003
David & Thelma Fernandez
33106 Canopy Ln
Lake Elsinore, CA 92532-2558
363-702-004
Erik & Terri Kirk
32036 Cottage Glen Dr
Lake Elsinore, CA 92532-2561
363-702-005
Arturo & Martha Rodriguez
32038 Cottage Glen Dr
Lake Elsinore, CA 92532-2561
363-702-006
Elizabeth Sierra & Abel Sierra Sr
32040 Cottage Glen Dr
Lake Elsinore, CA 92532-2561
363-702-007
Phillip & Emmy Diegelman
32045 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-008
Jennifer Stephens
32043 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-009
Jesus Chavez
32041 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-010
Murrell & Margarete Alcantar
32039 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-011
Raquel Estrada
32037 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-012
Occupant
32035 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-012
Shajuana Hutton
32035 Cottage Gen Drive
Lake Elsinore, CA 92532-
363-702-013
Gene & Julie Diegelman
32033 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-014
Gregory & Janette Leon
32031 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-015
Michelle Darby
32029 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-016
Corey & Tiffany Gomez
32027 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-017
Shelly & Robert Padilla
32025 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-018
Occupant
32023 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-018
Paul & Ruth Kim
11063 Bigelow Cir
Cerritos, CA 90703-6422
363-702-019
Andrew Walter
32021 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-020
Daoud Zazai & Alejandra Salcedo
32019 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-021
Occupant
32017 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-021
2018 1 Ih Borrower Lp
1717 Main St
Dallas, TX 75201-4657
363-702-022
Occupant
32015 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-022
Thomas & Debra Romero
752 Susanne St
Corona, CA 92882-4241
363-702-023
Trevor & Christine Simpson
32013 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-024
Vanesa Chavez
32011 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-025
Kapila Egodage & Sanji Perera
32009 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-026
Occupant
32007 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-026
2018 1 Ih Borrower Lp
1717 Main St
Dallas, TX 75201-4657
363-702-027
Occupant
32005 Cottage Glen Dr
Lake Elsinore, CA 92532-2544
363-702-027
Kevin Truong & Lai Koo
7700 Blue Mist Ct
Eastvale, CA 92880-3210
363-702-028
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-702-029
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-710-001
Sarah Smitherman
33058 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-002
Josefina Eaton & Reynaldo Zavala
33060 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-003
Philip & Indira Houtenbrink
33062 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-004
Juan Iannotti & Susana De Norton
33064 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-005
Estelita Puhawan
33066 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-006
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-710-007
Deserie & David Gregory
32331 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-710-008
Occupant
32333 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-710-008
Reza & Marilyn Fakour-Safa
Po Box 204
Twin Peaks, CA 92391-0204
363-710-009
Reynaldo & Elsa Antonio
33028 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-010
Rickey & Renee Archangel
33030 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-011
Iosif Petruescu
33032 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-012
Occupant
33034 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-012
Jerry & Gigi Dibernardo
41141 Reid Ct
Temecula, CA 92591-5125
363-710-013
Thomas Santana & Maria Cosentino
33036 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-014
Maria Armenta
33038 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-015
Christopher Kranz & Alicia Farmer
33040 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-016
Erica & Lourdes Cerda
33042 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-017
Ignacio Urzua
33044 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-018
Occupant
33046 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-018
Robert & Diana Heyman
638 Lindero Canyon Rd
Oak Park, CA 91377-5457
363-710-019
Tom Kasivau & Emma Ackson
33048 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-020
Dalene Shand & Timothy Snook
33050 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-021
Occupant
33052 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-021
Mohammad & Tahira Vaziri
207 Los Padres Ln
Placentia, CA 92870-6233
363-710-022
Raul Moran
33054 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-023
Jonathan Barrientos
33056 Canopy Ln
Lake Elsinore, CA 92532-2535
363-710-024
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-720-001
Occupant
32366 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-001
Argelia Ledesma
12914 Barlin Ave
Downey, CA 90242-4406
363-720-002
Adolfo & Linda Serrano
32364 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-003
Beau & Alana Youngker
32362 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-004
Jesus & Daniela Ojeda
32360 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-005
Occupant
32358 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-005
Philip & Patricia Ou
32424 New Harbor Way
Union City, CA 94587-5185
363-720-006
Patricio Morales & Marisol Bayolo
32357 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-007
Steven & Melissa Gearhart
32359 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-008
Juan Manzo
32361 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-009
Michael & Karla Cleary
32363 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-010
Mohammed & Yolanda Helwani
32365 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-011
Brent & Brenda Ansell
32367 Ashwood Ct
Lake Elsinore, CA 92532-2556
363-720-012
Thiago Moreira & Sarah Kajano
32364 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-013
Donjae Watters
32362 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-014
Jerry & Kristen Apana
32360 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-015
Laura Gonzalez
32358 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-016
Cecilia Davis
32356 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-017
Maria & Niko Bondoc
32354 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-018
Occupant
32352 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-018
Dansen Lee & Katherine Thong
5122 Bartlett Ave
San Gabriel, CA 91776-2126
363-720-019
Marquis Davis & Moneshia Moore
32350 Clear Water Dr
Lake Elsinore, CA 92532-2554
363-720-020
Occupant
31922 Sugarbush Ln
Lake Elsinore, CA 92532
363-720-020
Geostem Dorite
Po Box 5287
Culver City, CA 90231-5287
363-720-021
John & Elizabeth Zook
32024 Sugarbush Ln
Lake Elsinore, CA 92532-2569
363-720-022
Rolando Zelada & Janet Mendoza
32026 Sugarbush Ln
Lake Elsinore, CA 92532-2569
363-720-023
Jay & Lauran Borowski
31928 Sugarbush Ln
Lake Elsinore, CA 92532
363-720-024
Wendy Sandoval
32030 Sugarbush Ln
Lake Elsinore, CA 92532-2569
363-720-025
Emmanuel & Carmencita Lazaro
32029 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-026
Micah Anderson & Michelle Schaub
32027 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-027
Chad & Nadia Blackburn
32025 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-028
Mario & Juli Cruz
32023 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-029
Bahareh & Gerard Seifikabir
32021 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-030
Daryl & Heather Weber
32013 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-031
Occupant
32011 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-031
Mark Moore
Po Box 79017
Corona, CA 92877-0167
363-720-032
Occupant
31909 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-720-032
David & Elsa Cisneros
32009 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-033
Lucia Mora
32007 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-034
Occupant
31905 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-720-034
Jeffrey Shirkani
32421 Caribbean Dr
Dana Point, CA 92629-3535
363-720-035
Walter & Jessica Whitesides
32003 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-036
Occupant
32001 Sugarbush Ln
Lake Elsinore, CA 92532-2570
363-720-036
Li Guan
6039 Flambeau Rd
Rancho Palos Verdes, CA 90275-2164
363-720-037
Daniel & Elena Hotard
31999 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-720-038
Manuel Rosales & Gloria Arreola
31997 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-720-039
Amanda & Lorene Smith
31995 Sugarbush Ln
Lake Elsinore, CA 92532-2522
363-720-040
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-720-041
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-720-042
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-721-001
Carlos & Liliana Hernandez
32349 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-002
Antonio & Gloria Sandoval
32351 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-003
Jose & Jazmin Aguilar
32353 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-004
Rufino & Maria Jimenez
32355 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-005
Elizabeth Padilla
32357 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-006
Jose Delgadillo & Maria Romero
32359 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-007
Donte Ross & Briauna Martin
32361 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-008
Sergio & Rosa Leal
32363 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-009
Paola & Eduardo Mendoza
32365 Clear Water Dr
Lake Elsinore, CA 92532-2555
363-721-010
Maynard & Lilia Castillo
32346 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-011
Emmanuel & Michelle Vargas
32344 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-012
James & Jamie Sohn
32342 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-013
Jonathan Bartlett
32340 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-014
Occupant
32338 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-014
Kim Tran
46121 Sharon St
Temecula, CA 92592-3318
363-721-015
Juan Rojas
32336 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-016
Charles & Maria Herrera
32334 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-017
Fred Haag Jr & Christen Haag
32332 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-721-018
Steve Quan
32330 Rock Rose Dr
Lake Elsinore, CA 92532-2571
363-722-001
Ian & Megan Waugh
32329 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-002
Occupant
32331 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-002
Amber & George Morgan
29991 Canyon Hills Rd
Lake Elsinore, CA 92532-2578
363-722-003
Ruth Wambua
32333 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-004
Karla & Daniel Gibson
32335 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-005
Jose & Hermelinda Sarmiento
32337 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-006
Gelber & Jessica Florian
32339 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-007
Occupant
32341 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-007
Navel Chikwanda & Gloria Muringayi
45763 Altree Ct
Temecula, CA 92592-3476
363-722-008
Ariel & Laura Ortega
32343 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-009
Ramon & Gabriela Solorio
32345 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-010
Maximillian Desohy & Rachelle Desphy
32347 Rock Rose Dr
Lake Elsinore, CA 92532-2572
363-722-011
Padmakumara & Janitha Gallage
32330 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-012
Clifford Albright & Jerry Bensley
32328 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-013
Occupant
32326 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-013
Chao Tong
19705 Parkview Ct
Cupertino, CA 95014-0621
363-722-014
James & Ratawny Knopf
32324 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-015
Chauhan Pravin & Meena Living Tr
32322 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-016
Occupant
32320 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-016
Luma Tabikh
10 Pandale
Foothill Ranch, CA 92610-1737
363-722-017
Rafael & Matilde Barragan
32318 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-018
William & William Carpio
32316 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-019
Occupant
32314 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-019
Jkh Prop
314 E 3rd St
Perris, CA 92570-2225
363-722-020
David Blum & David Martinez
32312 Lace Oak Dr
Lake Elsinore, CA 92532-2574
363-722-021
Cottonwood Canyon Hills Com Assn
29 Technology Dr
Irvine, CA 92618-2363
363-723-001
Gloria & Jose Nunez
32307 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-002
Ramon Cadiz
32309 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-003
Tatton Kilmer & Janice Searle
32311 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-004
Occupant
32313 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-004
Sterling & Hilda Hagan
2715 E Schiliro Cir
Phoenix, AZ 85032-2453
363-723-005
Norman Sumual & Winny Picanussa
32315 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-006
Occupant
32317 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-006
David & Rita Griggs
30401 Comanche Cir
Canyon Lake, CA 92587-7719
363-723-007
Eva & Sergio Perez
32319 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-008
Occupant
32321 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-008
Yidong Zhu
18 Brisbane Ct
Tustin, CA 92782-3743
363-723-009
Occupant
32323 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-009
Bruce & Cheryl Yarborough
30126 Hillside Ter
San Juan Capo, CA 92675-1540
363-723-010
Jorge & Yvette Arellanes
32325 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-011
Moises Munoz & Sukunthia Un
32327 Lace Oak Dr
Lake Elsinore, CA 92532-2573
363-723-012
Steve Clark Jr & Lisa Clark
32329 Lace Oak Dr
Lake Elsinore, CA 92532-2573
365-220-001
Pardee Homes
177 E Colorado Blvd
Pasadena, CA 91105-1989
365-220-002
Millennium Tr Co; Roupinian Edward
10880 Wilshire Blvd
Los Angeles, CA 90024-4110
365-220-003
Steve & Kathy Uraine
32255 Navajo Springs Rd
Wildomar, CA 92595-8298
365-220-004
Abraham Naeemy
32285 Navajo Springs Rd
Wildomar, CA 92595-8298
365-220-005
Victor & Nancy Curl
32355 Navajo Springs Rd
Wildomar, CA 92595-8299
365-220-006
Roy & Judith Powell
32360 Navajo Springs Rd
Wildomar, CA 92595-8299
365-220-007
Kyle & Jessica Dee
32320 Navajo Springs Rd
Wildomar, CA 92595-8299
365-220-008
Occupant
32280 Navajo Springs Rd
Wildomar, CA 92595-8298
365-220-008
Jonathan & Britney Petersen
29991 Canyon Hills Rd
Lake Elsinore, CA 92532-2579
365-220-009
Jose & Norma Gallegos
32145 Crooked Arrow Dr
Wildomar, CA 92595-8286
365-220-010
Jonathan & Britney Petersen
29991 Canyon Hills Rd
Lake Elsinore, CA 92532-2579
365-220-011
Kenneth & Sherene Thomas
32285 Crooked Arrow Dr
Wildomar, CA 92595-8287
365-220-012
Occupant
32305 Crooked Arrow Dr
Wildomar, CA 92595-8288
365-220-012
Reza Javan & Shahnaz Saeed
47 Vista Montemar
Laguna Beach, CA 92677-7954
365-220-013
John & Claudia Willard
32425 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-014
Tina & Brian Coover
6939 27th St
Riverside, CA 92509-1529
365-220-015
Occupant
32465 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-015
William Berlin
29299 Garnet St
Menifee, CA 92584-8234
365-220-016
Gino & Lisa Grammatico
32485 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-017
Occupant
32480 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-017
Agustin & Justyna Guzman
5529 Valley Cedar Dr
El Paso, TX 79932-4309
365-220-018
Bonnie & Curtis Henry
32440 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-019
Jason Dugan & Tobie Gonzalez
32400 Crooked Arrow Dr
Wildomar, CA 92595-8289
365-220-020
Cidney Potter & Priscilla Fierro
32300 Crooked Arrow Dr
Wildomar, CA 92595-8288
365-220-021
Michael Sullens & Qing Xu
32380 Crooked Arrow Dr
Wildomar, CA 92595-8156
365-220-022
James & Tracy Winkler
32200 Crooked Arrow Dr
Wildomar, CA 92595-8287
365-220-023
James & Tracy Winkler
29991 Canyon Hills Rd
Lake Elsinore, CA 92532-2578
365-220-024
Edward & Kathleen Kashak
2579 Coronado Pl
Vista, CA 92081-8715
365-220-025
Edward & Julie Hill
32050 Crooked Arrow Dr
Wildomar, CA 92595-8297
365-220-026
Coves Pacific
515 Avocado Ave
Corona Del Mar, CA 92625-1919
365-220-027
Occupant
32202 Lost Rd
Wildomar, CA 92595-8295
365-220-027
David Behrens & Brenda Schroeder
29900 Porth Rd
Murrieta, CA 92563-2326
365-230-001
Flying Bee
29900 Porth Rd
Murrieta, CA 92563-2326
365-230-005
Flying Bee
29900 Porth Rd
Murrieta, CA 92563-2326
365-230-006
Brenda Schroeder & Diana Foster
29900 Porth Rd
Murrieta, CA 92563-2326
365-230-007
Flying Bee
29900 Porth Rd
Murrieta, CA 92563-2326
365-230-009
John Flanigan
24140 Cruise Circle Dr
Canyon Lake, CA 92587-7734
365-230-010
John & Marlene Flanigan
24140 Cruise Circle Dr
Canyon Lake, CA 92587-7734
365-230-011
John & Marlene Flanigan
24140 Cruise Circle Dr
Canyon Lake, CA 92587-7734
365-230-012
Occupant
32051 Cottonwood Canyon Rd
Wildomar, CA 92595
365-230-012
John & Marlene Flanigan
24140 Cruise Circle Dr
Canyon Lake, CA 92587-7734
365-230-013
John & Marlene Flanigan
24140 Cruise Circle Dr
Canyon Lake, CA 92587-7734
365-240-001
Chris Galvan
1775 Yvonne Ct
Riverside, CA 92501-4308
365-240-002
Occupant
32525 Crooked Arrow Dr
Wildomar, CA 92595-7001
365-240-002
Sam Logan
22871 Charles St
Wildomar, CA 92595-7913
365-240-003
Occupant
32498 Crooked Arrow Dr
Wildomar, CA 92595
365-240-003
Anna Audenis
22162 Laguna Cir
Huntington Beach, CA 92646-8325
365-240-004
Andrew & Ruby Fisher
32520 Crooked Arrow Dr
Wildomar, CA 92595-7001
365-250-012
Gary & Yolanda Endersbe
23045 Crooked Arrow Dr
Wildomar, CA 92595-8366
365-250-014
Martin Gonzalez & Ana Chavez
1030 E Thomann Dr
Placentia, CA 92870-5287
365-250-022
John & Theresa Schaffer
23604 Crab Hollow Cir
Wildomar, CA 92595-8358
365-250-023
Occupant
23540 Crab Hollow Cir
Wildomar, CA 92595-8357
365-250-023
Gary & Cathleen Lancaster
Po Box 1137
Wildomar, CA 92595-1137
365-250-024
Occupant
23350 Crab Hollow Cir
Wildomar, CA 92595
365-250-024
Phillip & Betsy Acosta
353 Locust St
Laguna Beach, CA 92651-1603
365-250-027
David Hornyak
23955 Crab Hollow Cir
Wildomar, CA 92595-8361
365-250-029
Occupant
23275 Crooked Arrow Dr
Wildomar, CA 92595-8368
365-250-029
James Mccormick
4429 E Village Rd
Long Beach, CA 90808-1538
365-250-030
Bruce Williams
23125 Crooked Arrow Dr
Wildomar, CA 92595-8367
365-250-031
Occupant
23190 Crooked Arrow Dr
Wildomar, CA 92595-8367
365-250-031
Thanh Pham
8591 Crockett Cir
Westminster, CA 92683-7264
365-250-032
Debra Creswell
23854 Crab Hollow Cir
Wildomar, CA 92595-8360
365-250-033
Wendell Powell
23906 Crab Hollow Cir
Wildomar, CA 92595-8361
365-250-038
Occupant
23060 Crooked Arrow Dr
Wildomar, CA 92595-8366
365-250-038
Chris Howe
5219 Marina Pacifica Dr N
Long Beach, CA 90803-3800
365-250-039
Occupant
23150 Crooked Arrow Dr
Wildomar, CA 92595-8367
365-250-039
David Metcalf
Po Box 7
Wildomar, CA 92595-0007
365-250-045
Jorge & Maricruz Cisneros
24120 Crab Hollow Cir
Wildomar, CA 92595-8363
365-250-050
Gregory Standal
200 Wilson St
Mount Horeb, WI 53572-1641
365-250-051
Paul & Josephine Syiem
8307 Orchard St
Rancho Cucamonga, CA 91701-1904
365-250-052
David & Renee Higgins
7420 Palmetto Ave
Fontana, CA 92336-2127
365-250-053
Paul & Josephine Syiem
8307 Orchard St
Rancho Cucamonga, CA 91701-1904
365-250-055
Juan Rios & Adelaida Prudencio
23875 Crab Hollow Cir
Wildomar, CA 92595-8360
365-250-056
Lawrence & Stacy Mata
23915 Crab Hollow Cir
Wildomar, CA 92595-8361
365-250-060
Michael & Suzanne Sevilla
22178 Vacation Dr
Canyon Lake, CA 92587-7833
365-250-062
Timothy & Gerdha Louch
17395 Los Alisos Rd
Lake Elsinore, CA 92530-7502
365-250-063
Occupant
23190 Crooked Arrow Dr
Wildomar, CA 92595-8367
365-250-063
Timothy & Gerdha Louch
17395 Los Alisos Rd
Lake Elsinore, CA 92530-7502
From:arleen giarla
To:Dunelle Longoria
Subject:[External]Proposed tentative tract No. 34249-Canyon Hills
Date:Monday, February 19, 2024 6:37:56 PM
Message from external sender. Use Caution.
To whom it may concern:
I am and have been a resident of Canyon Hills for 15 years. In this time I have seen this area grow and
become over developed. I am against this housing tract as it will create and already impossible traffic
problem. we have to deal with. We have two schools on Canyon Hills road that bogue down traffic so bad
you have to schedule your time around when school starts and ends. to exit this community in a timely
manner. I feel this area is not equipped to handle anymore housing. As it stands now our basic road of
exiting and entering Canyon Hills is Railroad Canyon. Lake Elsinore needs to address the traffic issue
before building more homes and adding to the problem we currently have. When there is an accident on
Railroad Canyon it gets shut down and leaves the residents a very limited way to get home. This issue is
happening more frequent every year. Lost Road is unpaved and dangerous and Cottonwood road is
nothing but dirt all the way to Bundy. How about addressing the problem we have first without adding to
the problem even further. If more homes are to be built why not use the open land off the 15 as Canyon
Hills is already full.
I would like to believe my words would be taken into consideration however we all know homes bring
revenue to the city. How about for a change think of the community and not the pocket book.
Sincerely,
Arleen Giarla
Resident of Canyon Hills
rom:Damaris Abraham
To:Dunelle Longoria
Subject:FW: [External]planning application 2021-43
Date:Tuesday, February 20, 2024 8:06:41 AM
FYI
From: Jim Winkler <
Sent: Tuesday, February 20, 2024 7:50 AM
To: Damaris Abraham <dabraham@lake-elsinore.org>
Subject: [External]planning application 2021-43
Message from external sender. Use Caution.
Good morning Ms. Abraham, Please include this document and photos for tonight’s city council
meeting.
Good evening City of Lake Elsinore City Council,
My name is Jim Winkler and I live in Wildomar in Canyon VIEW Estates. Our property borders the
proposed project on the North West border. My family and I moved here for the wide open spaces and
great views offered in our community.
The plan we are here to discuss and subsequent plans for the remainder of the project will take away any
view our community was promised when the land/homes were divided and structured. The same family
that established our community is also behind the Canyon Hills Estates project. The current plans would
place track homes at 50 feet from our back fence.
It has been 18 years since the environmental impact report was completed for this project. The area has
changed drastically and the infrastructure has not kept up. How long is an EIR good for? How much
major change to an area does it take to require a new updated EIR? Why has the safety of this area of
Lake Elsinore been ignored?
The safety of this area is already significantly at risk because of the poor emergency egress limited to
only Canyon Hills Road. If any problems occur at the Railroad Canyon and Canyon Hills Rds egress
would be limited to a single lane RD where Canyon Hills transitions to Holland in Menifee.
Any additional homes built in this area will worsen the safety of every community member.
Any additional homes built will only worsen the overcrowded schools in the area.
At the last meeting regarding this project the council requested that the Lake Elsinore planning
department review and reach out to the Wildomar city planner. It was also requested that the developer
reach out to our community. Neither happened!!
I have included photos of our community.
Jim Winkler, RN
Sent from my iPhone