HomeMy WebLinkAboutItem No. 13 - PA No. 2020-19 (Starbucks)City Council Agenda Report
City of Lake Elsinore 130 South Main Street
Lake Elsinore, CA 92530
www.lake-elsinore.org
File Number: ID# 21-345
Agenda Date: 9/28/2021 Status: Approval FinalVersion: 2
File Type: Council Public
Hearing
In Control: City Council / Successor Agency
Agenda Number: 13)
Planning Application No. 2020-109 (Starbucks) - Riverside and Lakeshore: A request for the
approval of Tentative Parcel Map 38004 to subdivide an existing 1.09-acre site into two (2) lots, a
Commercial Design Review application for the purposes of the construction of an 893-square foot new
Starbucks restaurant and a Conditional Use Permit to permit a drive through restaurant
1.Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, ADOPTING FINDINGS THAT PLANNING APPLICATION NO. 2020-109
(CONDITIONAL USE PERMIT NO. 2021-03, COMMERCIAL DESIGN REVIEW NO. 2021-06 and
TENTATIVE PARCEL MAP NO. 38004) IS CONSISTENT WITH THE WESTERN RIVERSIDE
COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP);
2.Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2021-03 TO ESTABLISH A DRIVE
THROUGH WITHIN A NEW 893 SQUARE FOOT RESTAURANT LOCATED AT ASSESOR
PARCEL NUMBER (APN) 379-224-015;
3.Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2021-06 PROVIDING BUILDING
DESIGN AND RELATED IMPROVEMENTS LOCATED AT ASSESOR PARCEL NUMBER (APN)
379-224-015; and
4.Adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING TENTATIVE PARCEL MAP NO. 38004 TO SUBDIVIDE ONE (1)
PARCEL INTO TWO (2) PARCELS TOTALING 1.09 ACRES IN AREA.
Page 1 City of Lake Elsinore Printed on 9/28/2021
Page 1 of 5
REPORT TO CITY COUNCIL
To: Honorable Mayor and Members of the City Council
From: Jason Simpson, City Manager
Prepared by: Justin Kirk, AICP, Assistant Community Development Director
Date: September 28, 2021
Subject: PA 2020-109 – Starbucks Riverside and Lakeshore: A request for the approval
of Tentative Parcel Map 38004 to subdivide an existing 1.09-acre site into two (2)
lots, a Commercial Design Review application for the construction of an 893
square foot new Starbucks restaurant and a Conditional Use Permit to permit a
drive-through restaurant.
Applicant: Angie Allen, Steeno Designs
Recommendation
adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, ADOPTING FINDINGS THAT PLANNING APPLICATION NO. 2020-109
(CONDITIONAL USE PERMIT NO. 2021-03, COMMERCIAL DESIGN REVIEW NO. 2021-06 and
TENTATIVE PARCEL MAP NO. 38004) IS CONSISTENT WITH THE WESTERN RIVERSIDE
COUNTY MULTIPLE SPECIES HABITAT CONSERVATION PLAN (MSHCP); and,
adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2021-03 TO ESTABLISH A
DRIVE THROUGH WITHIN A NEW 893 SQUARE FOOT RESTAURANT LOCATED AT
ASSESSOR PARCEL NUMBER (APN) 379-224-015; and,
adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2021-06 PROVIDING
BUILDING DESIGN AND RELATED IMPROVEMENTS LOCATED AT ASSESSOR PARCEL
NUMBER (APN) 379-224-015; and
adopt A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING TENTATIVE PARCEL MAP NO. 38004 TO SUBDIVIDE ONE (1)
PARCEL INTO TWO (2) PARCELS TOTALING 1.09 ACRES IN AREA.
Project Location
The project is located on a 1.09-acre lot at the northwest corner of the intersection of Riverside
and Lakeshore and is more specifically referred to as Assessor Parcel Number (APN) 379-224-
015. The property has previously been developed with an 11,000 sq. ft. multi-tenant building, a
900 sq. ft. building, and related onsite improvements.
PA 2020-109 (CUP 2021-03/CDR 2021-06/TPM 38004)
09/28/2021
Page 2 of 5
Environmental Setting
EXISTING
LAND USE
GENERAL PLAN ZONING
Project Site Vacant Building General Commercial (GC) General Commercial (C-2)
North Auto Supply General Commercial (GC) General Commercial (C-2)
South Commercial General Commercial (GC) General Commercial (C-2)
East Gas Station General Commercial (GC) Neighborhood Commercial (C-1)
West Strip Mall General Commercial (GC) General Commercial (C-2)
Table 1: Environmental Setting
Planning Commission Action
On August 3, 2021, a Planning Commission meeting convened with a quorum of four (4) Planning
Commissioners present. No members of the public attended the meeting or provided any
comments regarding the proposed project. Following the close of the public hearing, a motion
was made to approve the proposed project with two (2) added Conditions of Approval:
1. Before the submission of an application for a building permit, the applicant shall redesign
the area to the north of the building to add ADA-accessible parking spaces.
2. Before the issuance of a certificate of occupancy, the applicant shall submit a queuing
management plan to be approved by the City’s Traffic Engineer that addresses vehicle
queuing that exceeds the queuing lanes to provide access to parking and drive aisles.
The motion was adopted by a 4-0-0 vote of the Planning Commission.
Project Description
Planning Application No. 2020-109 (Conditional Use Permit No. 2021-03, Commercial Design
Review No. 2021-06 and TPM 38004) proposes to subdivide a 1.09-acre site into a .70 acre lot
and a .39 acre lot, demolish an existing 900 sq. ft. building to construct a new 893 sq. ft Starbucks
restaurant with a drive-through (Project). The 900 sq. ft. building has been demolished. The
Project also proposes to construct a trash enclosure and 4,634 sq. ft. of landscaped areas on a
0.39-acre site (16,989 sq. ft.). The existing 11,000 sq. ft. multi-tenant building located on the .70-
acre lot is not proposed to be altered as part of this application.
The Project will incorporate a contemporary architectural style with exterior stucco finishes
complimented by corrugated metal wall panels, lap siding metal awnings. The restaurant will
incorporate earth tone exterior paint colors such as beige, burnt orange, and dark brown accent
colors.
The Project would include approximately 4,634 sq. ft. of landscaped areas, which is 27%
landscape coverage. Landscaping would be incorporated along the street frontage and
surrounding the new restaurant. Access to the Project site will be provided by existing driveways
(restricted to right in and right out) located at both Lakeshore Drive and Riverside Drive (SR-74).
Analysis
PA 2020-109 (CUP 2021-03/CDR 2021-06/TPM 38004)
09/28/2021
Page 3 of 5
General Plan Consistency
The Project has a General Plan Land Use designation of General Commercial (GC) and is located
within the Business District. The GC Land Use designation provides for retail, services,
restaurants, professional and administrative offices, hotels and motels, mixed-use projects, public
and quasi-public uses, and similar and compatible uses with a maximum 0.40 Floor Area Ratio
(FAR). The Project is proposing to develop a restaurant with a drive-through with a 0.06 FAR.
Therefore, the Project is consistent with the General Plan.
Municipal Code Consistency
The current zoning for the subject site is General Commercial (C-2). Per Section 17.124.030 of
the C-2 zone, drive-through establishments are permitted uses subject to the approval of a
Conditional Use Permit. Restaurants are permitted use in the C-2 zone per Sections 17.124.030.
The project proposes to subdivide an existing 1.09-acre site into two lots (.70-acres and .39-
acres). Section 17.124.040 LEMC specifies minimum lot area for new lots in the C-2 District shall
be 25,000 square feet net. Smaller lots in the form of individual pads may be permitted in centers
with reciprocal facilities, such as parking and access, provided it can be shown that development
upon those lots can comply, with the exceptions of street frontage width, with compliance of all of
the standards of this chapter. The proposed subdivision would create one (1) parcel that does not
conform to the minimum lot size, however, due to the Project being located within a center that
includes reciprocal access, it is found to be consistent with the aforementioned provisions. The
.70-acre lot meets all requirements of 17.124.040, including minimum lot size, minimum frontage
size, and other applicable standards.
Staff has reviewed the proposed Project to the relevant development standards as identified in
the C-2 zone of the Lake Elsinore Municipal Code (LEMC) and has detailed the requirements and
the proposed development standards as follows:
Development Standard Required Proposed
Front Setback 20’-0” 23’-0”
Side Yard (ROW) 15’-0” 23’-0”
Building Height 45’-0” 18’-6”
Parking – Lot 1 - .70-acres 46 spaces 46 spaces
Parking – Lot 2 - .39-acres 5 spaces 12 spaces
Drive Through Stacking 8 vehicles/160’-0” 11 vehicles/233’-0”
Landscape improvement:
Adjacent to Street 15’-0” 15’-0”
Landscape Coverage 15% 27%
Table 2: Development Standards
The architectural design of the proposed building complies with the Nonresidential Development
Standards (Chapter 17.112) of the LEMC. The architecture of the building has been designed to
achieve harmony and compatibility with the surrounding area. The colors and materials proposed
will assist in blending the architecture into the existing landscape and are compatible with other
colors and materials used on other properties near the Project site. The proposed landscaping
improvements serve to enhance the building designs and soften portions of building elevations,
provide shade, and break-up expanses of pavement that currently exist and will improve the
existing aesthetic of the property.
PA 2020-109 (CUP 2021-03/CDR 2021-06/TPM 38004)
09/28/2021
Page 4 of 5
The Design Review Committee that includes staff from Planning, Building and Safety, Fire, and
Engineering has reviewed the proposed Project and has conditioned the Project to mitigate any
potential concerns.
Environmental Determination
The proposed Project is exempt from the California Environmental Quality Act (Cal. Pub. Res.
Code §§21000 et seq.: “CEQA”) and the CEQA Guidelines (14 C.C.R. §§ 15000 et seq.) under
CEQA Guidelines Section 15332 In-Fill Development Projects:
a) The Project has a General Plan Land Use designation of General Commercial (GC) and has
a General Commercial (C-2) zoning designation. The proposed Project, a drive-through
restaurant, is a permitted use subject to the approval of a Conditional Use Permit. The Project
also complies with all applicable development standards of the C-2 zone. Therefore, the
Project is consistent with the applicable general plan designation and all applicable general
plan policies as well as with applicable zoning designation and regulations.
b) The proposed Project occurs within city limits, is located on a Project site of no more than five
acres (approximately on a 1.09-acre site), and is substantially surrounded by urban uses.
c) The Project site has no value, as a habitat for endangered, rare, or threatened species. The
Project site has been previously disturbed and was previously developed with a gas station
and convenience store, subsequently remodeled into a commercial space. The Project is
proposing to demolish an existing building and replace it with a new one. In addition, the
project site is not located within a Criteria Cell of the Western Riverside County Multiple
Species Habitat Conservation Plan (MSHCP) and was not required to be processed through
the Lake Elsinore Acquisition Process (LEAP) and Joint Project Review (JPR) processes. The
Project complies with the MSHCP and is consistent with all applicable requirements of the
MSHCP.
d) Approval of the project would not result in any significant effects relating to traffic, noise, air
quality, or water quality.
i. A Vehicle Miles Traveled analysis (VMT) dated January 29, 2021, prepared by Urban
Crossroads was submitted for the proposed Project. The VMT found that the project did
not reach the threshold of requiring a full study as the project meets the Low VMT Area
screening. The proposed Project will participate in the cost of off-site improvements
through payment of Transportation Uniform Mitigation Fee (TUMF) and Traffic Impact
Fee (TIF) fees. The Project’s contribution to these transportation impact fee programs
should be sufficient to address the Project’s fair share towards mitigation measures
designed to alleviate cumulative project impacts.
ii. A Preliminary Water Quality Management Plan that addresses water quality impacts has
been submitted and approved for the proposed Project.
iii. The project is required to comply with Section 17.176 (Noise Ordinance) of the LEMC.
A noise assessment dated March 30, 2021, prepared by Urban Crossroads was
submitted for the proposed Project and demonstrated that the project would meet the
requirements of Section 17.176.
(e) The site can be adequately served by all required utilities and public services.
PA 2020-109 (CUP 2021-03/CDR 2021-06/TPM 38004)
09/28/2021
Page 5 of 5
Fiscal Impact
The time and costs related to processing this Project have been covered by fees paid by the
applicant. No General Fund budgets have been allocated or used in the processing of this
application.
Exhibits
A – MSHCP Resolution
B – CUP Resolution
C – CDR Resolution
D – TPM Resolution
E – Conditions of Approval
F – Vicinity Map
G – Aerial Map
H – VMT Analysis
I – Traffic Impact Analysis
J – Noise Analysis
K – Design Review Package
L – TPM 38004
M - Color Elevations
RESOLUTION NO. 2021-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, ADOPTING FINDINGS THAT PLANNING APPLICATION NO. 2020-109
(CONDITIONAL USE PERMIT NO. 2021-03, COMMERCIAL DESIGN REVIEW NO.
2021-06 and TENTATIVE PARCEL MAP NO. 38004) IS CONSISTENT WITH THE
WESTERN RIVERSIDE COUNTY MULTIPLE SPECIES HABITAT CONSERVATION
PLAN (MSHCP)
Whereas, Angie Allen of Steeno Designs, has filed an application with the City of Lake Elsinore
(City) requesting approval of Planning Application No. 2020-109 (Conditional Use Permit No.
2021-03, Commercial Design Review No. 2021-06 and Tentative Parcel Map No. 38004). The
Project consists of Tentative Parcel Map 38004 that would subdivide an existing 1.09-acre site
into two (2) lots, a Commercial Design Review application for the purposes of the construction of
an 893 square foot new Starbucks restaurant and a Conditional Use Permit to permit a drive
through restaurant. The project is located at the northwest corner of the intersection of Riverside
and Lakeshore and is more specifically referred to as Assessor Parcel Number (APN) 379-224-
015; and,
Whereas, the Project site is within the MSHCP Elsinore Area Plan, Subunit 3 (Elsinore). The
proposed project site does not lie within any Criteria Cells; and,
Whereas, pursuant to Section 17.415.070 (Conditional Use Permit), Section 17.415.050 (Major
Design Review) and Chapter 16.24 (Tentative Map) 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 conditional use permits, design
reviews and tentative parcel maps; and,
Whereas, on August 3, 2021, 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 took unanimous action to recommend approval to the Council; and
Whereas, pursuant to Section 17.415.070 (Conditional Use Permit), Section 17.415.050 (Major
Design Review) and Chapter 16.24 (Tentative Map) of the Lake Elsinore Municipal Code (LEMC),
the Council has the responsibility of making decisions to approve, modify or disapprove
recommendations of the Commission pertaining to conditional use permits, design reviews and
tentative parcel maps; and,
Whereas, on September 28, 2021, 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, CALIFORNIA,
DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1: The Council has considered the project and its consistency with the MSHCP prior to
adopting Findings of Consistency with the MSHCP.
Section 2: That in accordance with the MSHCP, the Council makes the following findings for
MSHCP consistency:
CC Reso. No. 2021-____
Page 2 of 5
1. The Project is a project under the City’s MSHCP Resolution, and the City must make an
MSHCP Consistency finding before approval.
The Property is not located within an MSHCP criteria cell. Pursuant to the City’s MSHCP
Resolution, the Project has been reviewed for MSHCP consistency, including consistency
with “Other Plan Requirements.” These include the Protection of Species Associated with
Riparian/Riverine Areas and Vernal Pool Guidelines (MSHCP, § 6.1.2), Protection of
Narrow Endemic Plant Species Guidelines (MSHCP, § 6.1.3), Additional Survey Needs
and Procedures (MSHCP, § 6.3.2), Urban/Wildlands Interface Guidelines (MSHCP, §
6.1.4), Vegetation Mapping (MSHCP, § 6.3.1) requirements, Fuels Management
Guidelines (MSHCP, § 6.4), and payment of the MSHCP Local Development Mitigation
Fee (MSHCP Ordinance, § 4).
2. The Project is not subject to the City’s LEAP and the County’s Joint Project Review (JPR)
processes.
The project site (1.09 acres) is not located within any MSHCP Criteria Cells.
The Project is consistent with the Riparian/Riverine Areas and Vernal Pools Guidelines.
The property was assessed for the presence of Riparian/Riverine and Vernal Pool habitats
through an on-site evaluation. No rivers, streams, or other watercourses (or vegetation
associated with these features) were observed on the project site. The closest riparian
vegetation is located in a flood-control channel approximately ¼ mile west (Temescal
Wash) of the Project site. No drainages, waterbodies, or other water resources under the
regulatory authority of the United States Army Corps of Engineers (USACE), the California
Department of Fish and Wildlife (CDFW) or the Regional Water Quality Control Board
(RWQCB) were observed in the project area.
No basins, ponds, or obvious depressional features were observed on the Project site.
The site is vacant except for one small single-family residence that will be demolished.
There are no trees, plants or shrubs onsite, only scattered weeds.
3. The Project is consistent with the Protection of Narrow Endemic Plant Species Guidelines.
The property is not in a Narrow Endemic Plant Species Survey Area (NEPSSA) for any
narrow endemic species, and no NEPSSA surveys are required. The proposed Project is
therefore consistent with the Protection of Narrow Endemic Plant Species Guidelines.
4. The Project is consistent with the Additional Survey Needs and Procedures.
The MSHCP requires additional surveys for certain species if the project is located in
certain locations. There are no additional survey needs and procedures for the project site
pursuant to MSHCP Figure 6-2 (Criteria Area Species Survey Area), Figure 6-3
(Amphibian Species Survey Areas with Criteria Area), Figure 6-4 (Burrowing Owl Survey
Areas with Criteria Area), Figure 6-5 (Mammal Species Survey Areas With Criteria Area),
burrowing owl surveys and surveys for Criteria Area species. Therefore, for MSHCP
consistency, additional focused rare plant surveys for these species are required.
The property is not within a Criteria Area Species Survey Area (CASSA), and CASSA
surveys are not required. It is also not within survey areas for amphibian species (MSHCP
CC Reso. No. 2021-____
Page 3 of 5
Figure 6-3) burrowing owls (Figure 6-4) or mammal species (MSHCP Figure 6-5) and
surveys for those species are not required. Therefore, the subject project is consistent
with the Additional Survey Needs and Procedures of the MSHCP.
5. The Project is consistent with the Urban/Wildlands Interface Guidelines.
Section 6.1.4 of the MSHCP sets forth guidelines that are intended to address indirect
effects associated with locating development in proximity to the MSHCP Conservation
Area, where applicable. The Project site is not immediately adjacent to a defined MSHCP
Conservation Area and thus does not pose a risk of causing direct or indirect effects to
any defined MSHCP Conservation Areas. The closest riparian vegetation is located in a
flood-control channel approximately ¼ mile to the west of the project site.
Indirect impacts, often called “edge effects”, are those that affect the quality of nearby
wildlife habitat resulting from disturbance by construction (such as noise, dust, and urban
pollutants) and/or the long-term use of the site. There are no criteria cells in the vicinity.
The Project will not impact Urban/Wildlands Interface Guidelines in Section 6.1.4 of the
MSHCP:
1. The Project will not result in runoff being discharged into any MSHCP conservation
area. The Project is designed as to not release toxins, chemicals, petroleum products,
exotic plant materials, or other elements that might degrade or harm biological
resources or ecosystem processed within a MSHCP Conservation Area. Drainage
flows will be captured by ribbon gutters and directed towards proposed storm water
BMPs.
2. Land use is not proposed in proximity to the MSHCP Conservation Any use where
chemicals generate bio-products such as oil machinery and trucks that are potentially
toxic or may adversely affect wildlife species, habitat, or water quality shall incorporate
measures to ensure that application of such chemicals does not result in discharge to
a MSHCP Conservation Area. Measures implemented to address drainage issues
would also address chemicals and toxins.
3. All exterior lighting will be directed downward and shielded away from the natural lands
and adjacent properties.
4. Noise generation activities are anticipated to result from operation of the Project. Any
noise producing activities associated with the long-term operation of the businesses
will be relegated to indoor space levels and shall not exceed residential noise
standards.
5. No invasive and/or non-native plant species on the California Invasive Plant Counsel
List will be used in the landscaping of the Project site.
For these reasons, the subject Project is consistent with the Urban/Wildlife Interface
Guidelines.
6. The Project is consistent with the Vegetation Mapping requirements.
CC Reso. No. 2021-____
Page 4 of 5
The project site is within developed area of the City and there are no special status plant
and wildlife species known to occur within the Project vicinity.
7. The Project is consistent with the Fuels Management Guidelines.
The MSHCP acknowledges that brush management to reduce fuel loads and protect
urban uses and public health/safety shall occur where development is adjacent to
conservation areas. Surrounding land uses include streets, an alley, low density
residential and commercial. The Project site is not immediately adjacent to a MSHCP
Conservancy Area and thus does not pose a risk of causing direct or indirect effects to
MSHCP Conservancy Areas. Therefore, the Project is consistent with the Fuels
Management Guidelines as set forth in Section 6.4 of the MSHCP.
8. The proposed project will be conditioned to pay the City’s MSHCP Local Development
Mitigation Fee.
The Project has been conditioned to pay MSHCP Local Development Mitigation fees in
effect at the time of payment.
9. The proposed Project is consistent with the MSHCP.
Based upon the above discussed MSHP requirements, the proposed project is consistent
with the MSHCP.
Section 3: Based upon the evidence presented, both written and testimonial, and the above
findings, the Council hereby finds that the Project is consistent with the MSHCP.
Section 4: This Resolution shall take effect immediately upon its adoption.
Section 5: 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 28th day of September 2021.
Robert E. Magee, Mayor
Attest:
___________________________________
Candice Alvarez, MMC
City Clerk
CC Reso. No. 2021-____
Page 5 of 5
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LAKE ELSINORE )
I, Candice Alvarez, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that
Resolution No. 2021-____ was adopted by the City Council of the City of Lake Elsinore, California,
at the regular meeting of September 28, 2021, and that the same was adopted by the following
vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Candice Alvarez, MMC
City Clerk
RESOLUTION NO. 2021-
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING CONDITIONAL USE PERMIT NO. 2021-03 TO
ESTABLISH A DRIVE THROUGH WITHIN A NEW 893 SQUARE FOOT RESTAURANT
LOCATED AT ASSESOR PARCEL NUMBER (APN) 379-224-015
Whereas, Angie Allen of Steeno Designs, has filed an application with the City of Lake Elsinore
(City) requesting approval of Planning Application No. 2020-109 (Conditional Use Permit No.
2021-03, Commercial Design Review No. 2021-06 and Tentative Parcel Map No. 38004). The
Project consists of Tentative Parcel Map 38004 that would subdivide an existing 1.09-acre site
into two (2) lots, a Commercial Design Review application for the purposes of the construction of
an 893 square foot new Starbucks restaurant and a Conditional Use Permit to permit a drive
through restaurant. The project is located at the northwest corner of the intersection of Riverside
and Lakeshore and is more specifically referred to as Assessor Parcel Number (APN) 379-224-
015; and,
Whereas, pursuant to Section 17.168.070 (Conditional Use Permits) of the LEMC, the Planning
Commission (Commission) has been delegated with the responsibility of making
recommendations to the City Council (Council) pertaining to Conditional Use Permits, when an
approval for an associated aspect of a project (TPM 38004) requires Council approval; and,
Whereas, on August 3, 2021, 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 by unanimous action recommended approval of the project to the Council;
and
Whereas, pursuant to Section 17.415.070 (Conditional Use Permit), the Council has the
responsibility of making decisions to approve, modify or disapprove recommendations of the
Commission pertaining to Conditional Use Permits when an approval for an associated aspect of
a project (TPM 38004) requires Council approval; and,
Whereas, on September 28, 2021, 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, CALIFORNIA,
DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1: The Council has considered the Project prior to making a decision and has found it
acceptable.
Section 2: The Council finds that the proposed Project is exempt from the California
Environmental Quality Act (Cal. Pub. Res. Code §§21000 et seq.: “CEQA”) and the CEQA
Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to CEQA Guidelines Section 15332 In-Fill
Development Projects. The Project is consistent with the applicable General Plan designation and
policies, as well as zoning designation and regulations, and is within the City’s boundaries on a
site less than five acres surrounded by urban uses. The subject property has no value as habitat
for endangered, rare or threatened species. Approval of the Project will not result in any significant
effects relating to traffic, noise, air quality, or water quality and the Project is adequately served
by all required utilities and public services.
CC Reso. No. 2021-____
Page 2 of 3
Section 3. That in accordance with LEMC Section 17.415.070.C, Findings, the Council makes
the following findings regarding Planning Application No. 2020-109 (Conditional Use Permit No.
2020-03):
1. That the proposed use, on its own merits and within the context of its setting, is in accord
with the objectives of the General Plan and the purpose of the planning district in which
the site is located.
The Project site has a General Plan Land Use designation of General Commercial (GC)
that provides for retail, services, restaurants, professional and administrative offices,
hotels and motels, mixed-use projects, public and quasi-public uses, and similar and
compatible uses with a maximum 0.40 Floor Area Ratio (FAR). The Project is proposing
to develop a gas station and a convenience store with 0.06 FAR. Therefore, the Project is
consistent with the General Plan. The current zoning for the subject site General
Commercial (C-2). The proposed use is identified as a permitted use subject to the
approval of a Conditional Use Permit within the C-2 zone. Further, the proposed
commercial Project will assist in achieving the development of a well-balanced and
functional mix of residential, commercial, industrial, open space, recreational and
institutional land uses. The proposed use will not be detrimental to the general health,
safety, comfort or general welfare of persons residing or working within the neighborhood
of the proposed use or the City, or injurious to property or improvements in the
neighborhood or the City.
2. The proposed use will not result in either directly or indirectly any detrimental effects to
the existing surrounding community. The Project has been conditioned as such to avoid
any possible negative impacts associated with the proposed use.
The proposed use does not propose either directly or indirectly any detrimental effects to
the existing surrounding community. The Project has been conditioned as such to avoid
any possible negative impacts associated with the proposed Project.
3. The Site for the intended use is adequate in size and shape to accommodate the use, and
for all the yards, setbacks, walls or fences, landscaping, buffers and other features
required by this title.
The proposed use has been analyzed and staff has determined that the proposed use
meets all applicable sections of the LEMC and will complement the existing uses, based
on the submitted plans and the conditions of approval imposed on the Project.
4. The Site for the proposed use relates to streets and highways with proper design both as
to width and type of pavement to carry the type and quantity of traffic generated by the
subject use.
The proposed use is located within an existing built environment, inclusive of streets. The
existing streets are of adequate size to facilitate safe and convenient transportation to and
from the site.
5. In approving the subject use at the specific location, there will be no adverse effect on
abutting properties or the permitted and normal use thereof.
CC Reso. No. 2021-____
Page 3 of 3
The Conditional Use Permit has been thoroughly reviewed and conditioned by all
applicable City departments thereby eliminating the potential for any adverse effects.
6. Adequate conditions and safeguards pursuant to LEMC 17.415.070.B, including
guarantees and evidence of compliance with conditions, have been incorporated into the
approval of the subject project to ensure development of the property in accordance with
the objectives of this chapter and the planning district in which the site is located.
Pursuant to Section 17.415 of the LEMC, the Project was considered by the Council at a
duly noticed Public Hearing on September 28, 2021, appropriate and applicable conditions
of approval have been included to protect the public health, safety and general welfare.
Section 4: Based upon the evidence presented, the above findings, and the Conditions of
Approval imposed upon the Project, the Council hereby recommends that the Council approve
Planning Application No. 2020-109 (Conditional Use Permit No. 2021-03).
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.
Passed and Adopted on this 28th day of September 2021.
Robert E. Magee, 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, do hereby certify that
Resolution No. 2021-____ was adopted by the City Council of the City of Lake Elsinore, California,
at the regular meeting of September 28, 2021, and that the same was adopted by the following
vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Candice Alvarez, MMC
City Clerk
RESOLUTION NO. 2021-___
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING COMMERCIAL DESIGN REVIEW NO. 2021-06
PROVIDING BUILDING DESIGN AND RELATED IMPROVEMENTS LOCATED AT
ASSESOR PARCEL NUMBER (APN) 379-224-015
Whereas, Angie Allen of Steeno Designs, has filed an application with the City of Lake Elsinore
(City) requesting approval of Planning Application No. 2020-109 (Conditional Use Permit No.
2021-03, Commercial Design Review No. 2021-06 and Tentative Parcel Map No. 38004). The
Project consists of Tentative Parcel Map 38004 that would subdivide an existing 1.09-acre site
into two (2) lots, a Commercial Design Review application for the purposes of the construction of
an 893 square foot new Starbucks restaurant and a Conditional Use Permit to permit a drive
through restaurant. The project is located at the northwest corner of the intersection of Riverside
and Lakeshore and is more specifically referred to as Assessor Parcel Number (APN) 379-224-
015; and,
Whereas, pursuant to 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 design reviews, when an
approval for an associated aspect of a project (TPM 38004) requires Council approval; and,
Whereas, on August 3, 2021, 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 took unanimous action to recommend approval to the Council; and
Whereas, pursuant to Section 17.415.050 (Major Design Review), the Council has the
responsibility of making decisions to approve, modify or disapprove recommendations of the
Commission pertaining to design reviews when an approval for an associated aspect of a project
(TPM 38004) requires Council approval; and,
Whereas, on September 28, 2021, 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, CALIFORNIA,
DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1: 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), 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, and the LEMC.
Section 2: The Council finds that the proposed Project is exempt from the California
Environmental Quality Act (Cal. Pub. Res. Code §§21000 et seq.: “CEQA”) and the CEQA
Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to CEQA Guidelines Section 15332 In-Fill
Development Projects. The Project is consistent with the applicable General Plan designation and
policies, as well as zoning designation and regulations, and is within the City’s boundaries on a
site less than five acres surrounded by urban uses. The subject property has no value as habitat
for endangered, rare or threatened species. Approval of the Project will not result in any significant
effects relating to traffic, noise, air quality, or water quality and the Project is adequately served
by all required utilities and public services.
CC Reso. No. 2021-____
Page 2 of 3
Section 3: That in accordance with Section 17.415.050.G of the LEMC, the Council makes the
following findings regarding Commercial Design Review No. 2021-06:
1. The Project, as approved, will comply with the goals and objectives of the General Plan,
Specific Plan and the Zoning District in which the Project is located.
The Project complies with the goals and objectives of the General Plan because it will assist
in achieving the development of a well-balanced and functional mix of residential,
commercial, industrial, open space, recreational, and institutional land uses. The Project
will serve to diversify and expand Lake Elsinore’s economic base.
2. The Project complies with the design directives contained in the General Plan and all other
applicable provisions of the LEMC.
The Project is appropriate to the site and surrounding developments and will create a
visually pleasing, non-detractive relationship between the proposed development and
existing projects through the use of a ‘Contemporary’ architectural design that is similar to
existing commercial and industrial developments in the vicinity. 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 Council
at a duly noticed Public Hearing held on September 28, 2021. The Project, as reviewed and
conditioned by all applicable City divisions, departments and agencies, will not have a
significant effect on the environment.
Section 4: Based upon all of the evidence presented, the above findings, and the conditions of
approval imposed upon the Project, the Council hereby approves CDR 2021-06.
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.
Passed and Adopted on this 28th day of September 2021.
Robert E. Magee, Mayor
Attest:
___________________________________
Candice Alvarez, MMC
City Clerk
CC Reso. No. 2021-____
Page 3 of 3
STATE OF CALIFORNIA )
COUNTY OF RIVERSIDE ) ss.
CITY OF LAKE ELSINORE )
I, Candice Alvarez, MMC, City Clerk of the City of Lake Elsinore, California, do hereby certify that
Resolution No. 2021-____ was adopted by the City Council of the City of Lake Elsinore, California,
at the regular meeting of September 28, 2021, and that the same was adopted by the following
vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Candice Alvarez, MMC
City Clerk
RESOLUTION NO. 2021-___
A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF LAKE ELSINORE,
CALIFORNIA, APPROVING TENTATIVE PARCEL MAP NO. 38004 TO SUBDIVIDE
ONE (1) PARCEL INTO TWO (2) PARCELS TOTALING 1.09 ACRES IN AREA
Whereas, Angie Allen of Steeno Designs, has filed an application with the City of Lake Elsinore
(City) requesting approval of Planning Application No. 2020-109 (Conditional Use Permit No.
2021-03, Commercial Design Review No. 2021-06 and Tentative Parcel Map No. 38004). The
Project consists of Tentative Parcel Map 38004 to subdivide an existing 1.09-acre site into two
(2) lots, a Commercial Design Review application for the purposes of the construction of an 893
square foot new Starbucks restaurant and a Conditional Use Permit to permit a drive through
restaurant. The project is located at the northwest corner of the intersection of Riverside and
Lakeshore and is more specifically referred to as Assessor Parcel Number (APN) 379-224-015;
and,
Whereas, pursuant to Chapter 16.24 (Tentative Map) 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,
Whereas, on August 3, 2021, 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
Whereas, pursuant to Chapter 16.24 (Tentative Map), the Council has the responsibility of making
decisions to approve, modify or disapprove recommendations of the Commission pertaining to
tentative maps; and,
Whereas, on September 28, 2021, 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, CALIFORNIA,
DOES HEREBY RESOLVE, DETERMINE AND ORDER AS FOLLOWS:
Section 1: Prior to approving the tentative map, the Council, has reviewed and analyzed the
proposed Project pursuant to the appropriate Planning and Zoning Laws, and Chapter 16
(Subdivisions) of the LEMC.
Section 2: The Council finds that the proposed Project is exempt from the California
Environmental Quality Act (Cal. Pub. Res. Code §§21000 et seq.: “CEQA”) and the CEQA
Guidelines (14 C.C.R. §§ 15000 et seq.) pursuant to CEQA Guidelines Section 15332 In-Fill
Development Projects. The Project is consistent with the applicable General Plan designation and
policies, as well as zoning designation and regulations, and is within the City’s boundaries on a
site less than five acres surrounded by urban uses. The subject property has no value as habitat
for endangered, rare or threatened species. Approval of the Project will not result in any significant
effects relating to traffic, noise, air quality, or water quality and the Project is adequately served
by all required utilities and public services.
Section 3: That in accordance with State Planning and Zoning Law and the LEMC, the Council
makes the following findings for approval of Tentative Parcel Map (TPM) No. 38004:
CC Reso. No. 2021-____
Page 2 of 3
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).
The Project has a General Plan Land Use designation of General Commercial (GC) and.
The GC Land Use designation provides for retail, services, restaurants, professional and
administrative offices, hotels and motels, mixed-use projects, public and quasi-public
uses, and similar and compatible uses with a maximum 0.40 Floor Area Ratio (FAR).
The Project is proposing to develop a restaurant with a drive through with a 0.06 FAR.
Therefore, the Project is consistent with the General Plan
2. The site of the proposed subdivision of land is physically suitable for the proposed density
of development in accordance with the General Plan.
The overall density and design are consistent and compatible with the adjacent
communities.
3. The effects that this project is 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.
The Project is consistent with the City’s General Plan. The Project has a General
Commercial (GC) Land Use Designation and will not have a direct impact on housing
needs. During the approval of the General Plan, housing needs, public services and
fiscal resources were scrutinized to achieve a balance within the City.
4. The proposed division of land or type of improvements is not likely to result in any significant
environmental impacts.
The Project has been adequately conditioned by all applicable departments and
agencies and will not therefore result in any significant environmental impacts. The
Project will not be detrimental to the public health, safety, or welfare or materially
injurious to properties or improvements in the vicinity.
5. The design of the proposed division of land or type of improvements is not likely to cause
serious public health problems.
TPM 38004 has been designed in a manner consistent with the General 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.
All known easements or request for access have been incorporated into the design of
TPM 38004. The map has been circulated to City departments and outside agencies,
and appropriate Conditions of Approval have been applied to the Project.
Section 4: Based upon all of the evidence presented, the above findings, and the conditions of
approval imposed upon the Project, the Council approves Tentative Parcel Map 38004.
CC Reso. No. 2021-____
Page 3 of 3
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.
Passed and Adopted on this 28th day of September 2021.
Robert E. Magee, 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, do hereby certify that
Resolution No. 2021-____ was adopted by the City Council of the City of Lake Elsinore, California,
at the regular meeting of September 28, 2021, and that the same was adopted by the following
vote:
AYES:
NOES:
ABSENT:
ABSTAIN:
Candice Alvarez, MMC
City Clerk
Applicant’s Initials: _____ Page 1 of 15
CONDITIONS OF APPROVAL
PROJECT: PA 2020-109 (CUP 2021-03/CDR 2021-
06/TPM 38004)
PROJECT NAME: Starbucks – Four Corners
PROJECT LOCATION: APN: 379-224-015 (16830 Lakeshore Dr.)
APPROVAL DATE:
EFFECTIVE DATE:
EXPIRATION DATE:
GENERAL
1. Planning Application No. 2020-109 (CUP 2021-03/CDR 2021-06/TPM 38004) proposes to
demolish an existing 900 sq. ft. building to construct a new 893 sq. ft Starbucks restaurant
with a drive through (Project). The Project also proposes to construct a trash enclosure and
4,634 sq. ft. of landscaped areas on a 0.39-acre site (16,989 sq. ft.). The project is located
at the northwest corner of the intersection of Riverside and Lakeshore and is more
specifically referred to as Assessor Parcel Number (APN) 379-224-015.
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 CUP 2019-10 and
CDR 2019-15, 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 CUP 2019-10 and CDR 2019-
15 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. Conditional Use Permit No. 2021-03 shall lapse and become void two years following the
date on which the conditional use permit became effective, unless one of the following: (1)
prior to the expiration of two years, a building permit related to the conditional use permit 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 conditional use permit approval pursuant to subsections (a), (b), and (c) of
Lake Elsinore Municipal Code (LEMC) Section 17.415.070.D.2. Subject to the provisions of
LEMC Section 17.415.070.I, a conditional use permit granted pursuant to the provisions of
PA 2020-109 PC: August 03, 2021
Conditions of Approval CC: TBD
Applicant’s Initials: _____ Page 2 of 15
this section shall run with the land and shall continue to be valid upon a change of ownership
of the site or structure, which was the subject of the Conditional Use Permit application.
5. Commercial Design Review No. 2021-06 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. Tentative Parcel Map No. 38004 will expire two years from the date of approval unless within
that period of time a Final Map has been filed with the County Recorder, or an extension of
time is granted by the City Council in accordance with the State of California Subdivision
Map Act and applicable requirements of the Lake Elsinore Municipal Code (LEMC).
7. Tentative Parcel Map No. 38004 shall comply with the State of California Subdivision Map
Act and applicable requirements contained in the LEMC, unless modified by these
Conditions of Approval.
8. An application for modification, expansion or other change in a Conditional Use Permit shall
be reviewed according to the provisions of the Section 17.415.070 of the LEMC, in a similar
manner as a new application
9. If operation of this use triggers concerns related to parking, noise, traffic, or other impacts,
at the discretion of the Community Development Director, this Conditional Use Permit may
be referred back to the Planning Commission for subsequent review at a Public Hearing. If
necessary, the Commission may modify or add conditions of approval to mitigate such
impacts, or may revoke said Conditional Use Permit.
10. All Conditions of Approval shall be reproduced on page one of building plans prior to their
acceptance by the Building and Safety Division, Community Development Department. All
Conditions of Approval shall be met prior to the issuance of a Certificate of Occupancy and
release of utilities.
11. 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 will be required.
12. Any proposed minor revisions to approved plans shall be reviewed and approved by the
Community Development Director or designee. Any proposed substantial revisions to the
approved plans shall be reviewed according to the provisions of the Municipal Code in a
similar manner as a new application. Grading plan revisions shall be reviewed by the City
Engineer.
13. The applicant shall provide all project-related on-site and off-site improvements as required
by these Conditions of Approval.
PA 2020-109 PC: August 03, 2021
Conditions of Approval CC: TBD
Applicant’s Initials: _____ Page 3 of 15
14. Provisions of the City's Noise Ordinance (LEMC Chapter 17.176) shall be satisfied during
all site preparation and 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.
15. No individual signs are approved as part of this approval. The applicant or designee shall
submit an application for a sign permit, pay appropriate fees and receive approval from the
Community Development Department for any sign(s) installed at the project site. OR The
applicant shall submit a sign program for review and approval of the Planning Commission
prior to installation.
16. Graffiti shall be removed within 24 hours.
17. All materials and colors depicted on the approved plans shall be used. If the applicant
wishes to modify any of the approved materials or colors depicted on the plans, the applicant
shall submit a proposal setting forth the modifications for review by the Community
Development Director or his designee
18. All roof mounted equipment shall be fully screened.
19. The entire site shall be kept free from trash and debris at all times and in no event shall
trash and debris remain for more than 24 hours.
20. 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.
21. Prior to the submission of an application for a building permit, the applicant shall redesign
the area to the north of the building to add ADA accessible parking spaces. Added by the
Planning Commission on August 3, 2021.
22. Prior to the issuance of a certificate of occupancy the applicant shall submit a queuing
management plan to be approved by the City’s Traffic Engineer that addresses vehicle
queuing that exceeds the queuing lanes so as to provide accessibility to parking and drive
aisles. Added by the Planning Commission on August 3, 2021.
Prior to Issuance of Grading Permits/Building Permits
23. Prior to issuance of a building permit, the applicant shall pay Development Impact Fees
(DIF) and MSHCP Fees per LEMC Section 16.85, at the rate in effect at the time of payment.
24. All roof mounted or ground support air conditioning units or other mechanical equipment
incidental to development shall be architecturally screened or shielded by landscaping so
that they are not visible from neighboring property or public streets. Any roof mounted
PA 2020-109 PC: August 03, 2021
Conditions of Approval CC: TBD
Applicant’s Initials: _____ Page 4 of 15
central swamp coolers shall also be screened, and the Community Development Director,
prior to issuance of building permit shall approve screening plan.
25. The project shall 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.
26. The property address (in numerals at least six inches high) shall be displayed near the
entrance and be easily visible from the front of the subject property and public right-of-way.
27. The applicant shall construct trash enclosure(s) with a decorative roof to match the colors,
materials and design of the project architecture.
28. A uniform hardscape and street furniture design including seating benches, trash
receptacles, free-standing potted plants, bike racks, light bollards, etc., shall be utilized and
be compatible with the architectural style. Detailed designs shall be submitted for Planning
Division review and approval prior to the issuance of building permits.
29. Prior to issuance of a building permit, one (1) set of the Final Landscaping / Irrigation Detail
Plans along with a digital copy (i.e. PDF format) shall be submitted to the Community
Development Department with appropriate fees, for review and approval by the Community
Development Director or designee.
a. All planting areas shall have permanent and automatic sprinkler system with 50% plant
coverage using a drip irrigation method.
b. All planting areas shall be separated from paved areas with a six inch (6”) high and six
inch (6”) wide concrete curb. Runoff shall be allowed from paved areas into landscape
areas.
c. Planting within fifteen feet (15’) of ingress/egress points shall be no higher than twenty-
four inches (24”).
d. Landscape planters shall be planted with an appropriate parking lot shade tree
pursuant to the LEMC and Landscape Design Guidelines.
e. No required tree planting bed shall be less than 5 feet wide.
f. Root barriers shall be installed for all trees planted within 10 feet of hardscape areas
to include sidewalks.
g. Any transformers and mechanical or electrical equipment shall be indicated on
landscape plan and screened as part of the landscaping plan.
h. The landscape plan shall provide for ground cover, shrubs, and trees and meet all
requirements of the City’s adopted Landscape Guidelines.
i. All landscaping and irrigation shall be installed within affected portion of any phase at
the time a Certificate of Occupancy is requested for any building.
j. Final landscape plan must be consistent with approved site plan.
k. Final landscape plans to include planting and irrigation details.
l. Final landscape plans shall include drought tolerant planting consistent with Elsinore
Valley Municipal Water District standards subject to plan check and approval by the
City’s landscape plan check consultant.
m. No turf shall be permitted.
30. 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
PA 2020-109 PC: August 03, 2021
Conditions of Approval CC: TBD
Applicant’s Initials: _____ Page 5 of 15
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.
31. The proposed location of on-site construction trailers shall be approved by the Community
Development Director or designee. A cash bond of $1,000 shall be required for any
construction trailers placed on the site and used during construction. Bonds will be released
after removal of trailers and restoration of the site to an acceptable state, subject to approval
of the Community Development Director or designee. Such trailer(s) shall be fully on private
property and outside the public right of way.
BUILDING DIVISION
General Conditions
32. 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.
33. Compliance with Code. All design components shall comply with applicable provisions of
the 2019 edition of the California Building, Plumbing and Mechanical Codes: 2019 California
Electrical Code; California Administrative Code, 2019 California Energy Codes, 2019
California Green Building Standards, California Title 24 Disabled Access Regulations, and
Lake Elsinore Municipal Code.
34. Green Measures. The application shall provide 10% voluntary green measures on the
project, as stipulated by the 2019 California Green Building Standards.
35. Disabled Access. Applicant shall provide details of all applicable disabled access provisions
and building setbacks on plans to include:
a. All ground floor units to be adaptable.
b. Disabled access from the public way to the entrance of the building.
c. Van accessible parking located as close as possible to the main entry.
d. Path of accessibility from parking to furthest point of improvement.
e. Path of travel from public right-of-way to all public areas on site, such as club house,
trach enclosure tot lots and picnic areas.
36. 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 286.
37. Clearance from LEUSD. A receipt or clearance letter from the Lake Elsinore School District
shall be submitted to the Building and Safety Department to ensure the payment or
exemption from School Mitigation Fees.
38. Obtain Approvals Prior to Construction. Applicant must obtain all building plans and permit
approvals prior to commencement of any construction work.
PA 2020-109 PC: August 03, 2021
Conditions of Approval CC: TBD
Applicant’s Initials: _____ Page 6 of 15
39. Obtaining Separate Approvals and Permits. Trash enclosures, patio covers, light standards,
and any block walls will require separate approvals and permits.
40. Sewer and Water Plan Approvals. On-site sewer and water plans will require separate
approvals and permits. Septic systems will need to be approved from Riverside County
Environmental Health Department before permit issuance.
41. 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
42. 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 the Section
5.507, of the 2019 edition of the California Building Code.
c. A precise grading plan to verify accessibility for the persons with disabilities.
d. 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)
43. 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.
44. Demolition Permits. A demolition permit shall be obtained if there is an existing structure to
be removed as part of the project. Asbestos report and lead base paint reports are required
before demo permit will be issued.
Prior to Issuance of Building Permit(s)
45. 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
46. Pre-Construction Meeting. A pre-construction meeting is required with the building inspector
prior to the start of the building construction.
ENGINEERING DIVISION
General
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47. All required soils, geotechnical, hydrology and hydraulic and seismic reports shall be
prepared by a Registered Civil Engineer or other qualified state license holder.
48. All new submittals for plan check or permit shall be made using the City’s online Client Self-
Service Portal (CSSP).
49. For commercial, industrial, office or multi-family projects, all refuse enclosures are required
to provide adequate space for recycling bins. Check with CR & R Environmental Services
to determine the adequate size of enclosure based on the number and size of containers to
be stored in the enclosure.
50. Sight distance into and out of this project location shall comply with City of Lake Elsinore (or
CALTRANS) Standards.
51. All open space, landscaping, 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
property owner or property owner’s association. Documentation of maintenance
responsibility (ex. CR&Rs) shall be recorded prior to occupancy.
52. A preconstruction meeting with the City Engineering Inspector (Engineering Department) is
required prior to commencement of ANY grading activity.
53. All Public Works requirements shall be complied with as a condition of development as
specified in the Lake Elsinore Municipal Code (LEMC) and Lake Elsinore Public Works
Standard Plans.
54. All on-site and off-site public improvements shall be installed prior to occupancy.
55. All plans (Street, Storm Drain, Improvement, Grading) shall prepared by a Registered Civil
Engineer using the City’s standard title block, Design Manual guidance, Lake Elsinore
Municipal Code, California Building Code, Riverside County Flood Control Standards for
drainage, and City Standards unless otherwise noted or approved by City staff.
56. Drainage across property lines shall not exceed that which existed prior to grading. Excess
or concentrated drainage shall be contained on site or directed to an approved drainage
facility. Erosion of the ground in the area of discharge shall be prevented by installation of
nonerosive down drains or other devices.
57. Prior to the issuance of a grading permit, it shall be the sole responsibility of the
owner/applicant to obtain any and all proposed or required easements and/or permissions
necessary to perform the grading herein proposed.
58. The developer shall coordinate all grading and improvements with adjacent property owners
to the satisfaction of the City. Any grading or drainage onto adjacent properties shall require
written approval of those property owners affected, with said approval provided to the City
Engineer prior to grading permit.
59. Roof drains shall not be allowed to outlet directly through coring in the street curb. Roofs
should drain to a landscaped area.
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60. No grading shall be performed without first having obtained a permit from the City Engineer.
A grading permit does not include the construction of retaining walls or other structures for
which a building permit is required.
61. A Soil/Geotechnical Report is required for any land disturbance
62. Minimum good housekeeping and erosion and sediment control BMP’s as identified by the
City shall be implemented by all projects.
63. AutoCad: To facilitate the transfer to ARC GIS, the following guidelines are provided:
a. The applicant shall submit a digital AutoCAD file (.DWG format) of all Storm Drain
system sheets including all features and attributes.
b. The DWG file shall be properly projected, preferably in NAD 1983 State Plane, California
Zone 406.
c. All of the parts and elements of the designed system shall be represented discretely.
d. If possible, include in the attribute table basic data for each feature, such as diameter
and length, as applicable, and for pipes also include material (PVC/RCP, etc.) and slope.
Fees
64. The developer shall pay all Engineering Department assessed Development Impact Fees
(DIF), Plan Check and Permit fees and In Lieu/Fair Share fees (LEMC 16.34). Project
applicable DIF fees are assessed at the prevalent rate at time of payment in full and include:
Traffic Infrastructure Fee (TIF) primary use. Due at building permit:
o Commercial - $3.84 per square foot of buildings
o Industrial - $0.81 per square foot of buildings.
o Office - $1.45 per square foot of buildings.
Transportation Uniform Mitigation Fee (TUMF) primary use. Due at occupancy:
o Industrial - $ 1.77 per square foot of buildings
o Retail - $ 7.50 per square foot of buildings
o Service- $4.56 per square foot of buildings
o Class A & B Office - $ 2.19 per square foot
Fair Share/In Lieu fees calculated on a project basis.
STORM WATER MANAGEMENT / POLLUTION PREVENTION / NPDES
Design
65. The project is responsible for complying with the Santa Ana Region NPDES Permits as
warranted based on the nature of development and/or activity. These Permits include:
General Permit – Construction
Deminimus Discharges
MS4
66. The Final WQMP shall be approved by the City prior to issuance of ANY permit to include
demolition, building, rough or precise grading.
67. The Final WQMP shall document the following:
a. Detailed site and project description.
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b. Potential stormwater pollutants.
c. Post-development drainage characteristics.
d. Low Impact Development (LID) BMP selection and analysis.
e. Structural and Non-Structural source control BMPs.
f. Treatment Control BMPs
g. Site design and drainage plan (BMP Exhibit).
h. Documentation of how vector issues are addressed in the BMP design, operation
and maintenance.
i. GIS Decimal Minute Longitude and Latitude coordinates for all LID and
Treatment Control BMP locations.
j. 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.
k. The Operation and Maintenance (O&M) Plan and Agreement 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 of water quality facilities by a registered civil engineer. The
City format shall be used.
68. The project discharges to Lake Elsinore warranting the 2010 SAR MS4 Permit highest and
best use exemption to LID infiltration and retention.
The Project shall bio-treat and release to the MS4 the Design Capture Volume (DCV).
The Project shall consider a properly engineered and maintained treatment control
BMP system only if infiltration, harvesting and use and evapotranspiration cannot be
feasibly implemented at the project site.
69. BMPs in the right of way will be maintained by the City; long term funding source (ex. CFD)
for the maintenance shall be provided by the project.
70. Project hardscape areas shall be designed and constructed to provide for drainage into
adjacent landscape.
71. Project trash enclosure shall be covered and bermed to prevent discharge.
72. 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 Division.
73. All storm drain inlet facilities shall be appropriately marked “Only Rain in the Storm Drain”
using the City authorized marker.
74. The project shall use either volume-based and/or flow-based criteria for sizing BMPs in
accordance with NPDES Permit Provision XII.D.4.
75. The project shall implement State Water Quality Control Board approved full capture trash
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devices. This shall include installation of connector pipe screens on all onsite catch basins
and all offsite catch basins to which the project discharges.
Construction
76. A Storm Water Pollution Prevention Plan (SWPPP) (as required by the NPDES General
Construction Permit) and compliance with the Green Building Code for sediment and
erosion control are required for this project.
77. 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
proof of filing to the satisfaction of the City Engineer. A copy of the SW PPP shall be kept at
the project site, updated, and be available for review upon request.
78. 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 and state water quality
regulations for grading and construction activities. The Erosion and Sediment Control Plan
shall provide for implementation of minimum good housekeeping and erosion and sediment
control BMP’s as identified by the City. It shall identify how all construction materials,
wastes, grading or demolition debris, and stockpiles of soil, aggregates, soil amendments,
etc. shall be property 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.
A copy of the plan shall be incorporated into the SWPPP as applicable, kept updated as
needed to address changing circumstances of the project site, be kept at the project site
and available for review upon request.
Post-Construction
79. 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 complied with all non-structural BMPs described in
the project’s WQMP.
Provide signed, notarized certification from the engineer of work that the structural
BMP’s identified in the project’s WQMP are installed in conformanc e 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
Provide documentation of annexation into a CFD for funding of facilities to be
maintained by the City.
Demonstrate that copies of the project’s approved WQMP (with recorded O&M Plan)
is available onsite.
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
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signed/sealed certification from the engineer of work dated 12 months after C of O
will be considered in lieu of a Special Investigation by the City.
Provide the City with a digital .pdf copy of the Final WQMP.
80. Chemical Management – Prior to the issuance of building permits for any tank or pipeline,
the uses of said tank or pipeline shall be identified and the applicant shall submit a Chemical
Management Plan in addition to a WQMP with all appropriate measures for chemical
management (including, but not limited to, storage, emergency response, employee
training, spill contingencies and disposal) in a manner meeting the satisfaction of the
Manager, Permit Intake, in consultation with the Riverside County Fire Department and
wastewater agencies, as appropriate, to ensure implementation of each agency’s respective
requirements. A copy of the approved “Chemical Management Plans” shall be furnished to
the Fire Marshall, prior to the issuance of any Certificates of Use and Occupancy.
LAND DIVISION-DEDICATION
81. Dedicate in fee title a right of way easement for Parcel 1 of TPM 38044, 10’ feet in width
along Riverside Dr. adjacent to the project. Easement shall be recorded prior to occupancy.
82. Dedicate in fee title a landscape easement for any and all landscape improvements to be
located within the right of way.
83. Covenants, Conditions and Restrictions (CC&Rs) and/or Operations and Maintenance
(O&M) Plan shall be submitted to the Engineering Department for review and approval.
Recordation shall be with Final Map or if no map, prior to Certificate of Occupancy.
84. Underground water rights shall be dedicated to the City pursuant to the provisions of Section
16.52.030 (LEMC), and consistent with the City’s agreement with the Elsinore Valley
Municipal Water District.
IMPROVEMENTS AND DRAINAGE
85. Install a root barrier for the dripline of trees installed within 10 feet of any on or off -site
hardscape (sidewalk, driveway, pavement, etc.).
86. An encroachment permit is required for all work to be done in the public right-of-way. Upon
approval of engineered plans, the requirements outlined in these COA’s and the permit issue
letter shall be met prior to Encroachment Permit issuance.
87. All existing and new storm drain inlet facilities to which the project discharges shall be fitted
with full trash capture devices. The device selected shall be approved by the State of
California and City of Lake Elsinore.
88. Improvements shall be designed and constructed to City of Lake Elsinore Standards and
City Codes (LEMC 12.04 and 16.34), or as directed or approved by the City Engineer.
89. All drainage facilities in this project shall be constructed to Riverside County Flood Control
District Standards.
90. If the grading plan identifies alterations in the existing drainage patterns as they exit the site,
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
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drainage facilities; and include a capacity analysis verifying the adequacy of the facilities.
The drainage system shall be designed to ensure that runoff from a 10 year storm of 6 hours
or 24 hours duration under developed condition is equal or less than the runoff under
existing conditions of the same storm frequency. Both 6 hour and 24 hour storm duration
shall be analyzed to determine the detention basin capacities necessary to accomplish the
desired results.
91. All storm drain inlet facilities shall be appropriately marked “Only Rain Down the Storm
Drain” using the City authorized marker to prevent illegal dumping in the drain system.
92. Any damage or damage incurred during construction to the curb, gutter and/or sidewalk
shall be repaired and/or replaced to the approval of the City Engineer.
93. All off-site street improvements (curb, gutter, street light, signage, striping, pavement, etc.)
shall be completed in accordance with approved plans to the satisfaction of the City
Engineer.
GRADING PERMIT
94. A grading plan signed and stamped by a California Registered Civil Engineer shall be
submitted for City review and approval for all addition and/or movement of soil (grading) on
the 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 (available at
www.lake-elsinore.org).
95. All grading plan contours shall extend to minimum of 50 feet beyond property lines to
indicate existing drainage pattern.
96. If the grading plan identifies alterations in the existing drainage patterns as they exit the site,
a Hydrology and Hydraulic Report for review and approval by City Engineer shall be required
prior to issuance of grading permits. All grading that modifies the existing flow patterns
and/or topography shall be in compliance with federal, state and local law and be approved
by the City Engineer.
97. 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.
98. The soil study shall include a seismic investigation of the site to identify any hidden
earthquake faults, liquefaction and/or subsidence zones present on-site and include
recommendations for parameters for seismic design of buildings, and walls. A certified letter
from a registered geologist or geotechnical engineer shall be submitted confirming the
absence of this hazard prior to grading permit.
99. An Alquist-Priolo seismic study/investigation shall be performed. The study shall be
submitted to the Engineering Department for plan check. The cost of plan check shall be
paid by the developer.
100. The developer shall obtain all necessary off-site easements and/or permits for off-site
grading and/or drainage acceptance from the adjacent property owners prior to grading
permit issuance.
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101. The requirements outlined in these COA’s and the permit issue letter shall be met prior to
grading permit issuance.
102. Haul – Import or Export: Prior to issuance of a Grading Permit, developer shall provide the
City for review and approval a plan of all proposed haul routes to be used for movement of
import or export material. Export or Import sites located within the Lake Elsinore City limits
must have an active grading permit. Public Noticing and City Council approval is required
for haul routes of over 5,000 cubic yards. The cost of noticing shall be paid by the developer.
103. Obtain and submit an environmental clearance from City Planning Division to the
Engineering Department. This approval shall specify that the project is in compliance with
any and all required environmental mitigation triggered by the proposed grading activity.
(ex. burrowing owl)
104. Erosion & Sediment Control – Prior to the issuance of any grading or building permit for
construction or demolition, the developer 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 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 property 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. A copy of the plan shall be
incorporated into the SWPPP as applicable, kept updated as needed to address changing
circumstances of the project site, be kept at the project site and available for review upon
request.
CERTIFICATE OF OCCUPANCY/FINAL CLOSEOUT
105. Compaction reports, grade certifications, monument certifications (with tie notes delineated
on 8 ½ x 11” mylar) shall be submitted to the Engineering Department before final inspection
will be scheduled.
106. Paper copy of plan with any redlines (record drawing) shall be submitted to the Engineering
Department before final inspection will be scheduled.
107. All required public right-of-way dedications, easements, dedications and vacations and
easement agreement(s) for ingress and egress through adjacent property(ies)shall be
recorded with a recorded copy provided to the City prior to final project approval.
108. Developer shall pay all outstanding applicable processing and development fees including
but not all inclusive: TUMF, MSHCP, TIF, Stephens Kangaroo Rat Habitat and area
drainage prior to occupancy/final approval.
PROJECT CLOSEOUT/SECURITY RELEASE
109. Developer shall As-built all Engineering Department approved project plan sets. After City
approval of paper copy, developer/developer/owner is responsible for revising the original
mylar plans. Once the original mylars have been approved, the developer shall provide the
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City with a CD of the “as built” plans in .tif format.
110. Prior to acceptance of improvements by the City, the developer shall perform roadway
surface improvements, such as slurry seal or overlay as required by the City Engineer, and
shall install any additional traffic signs, striping and pavement markings determined
necessary by the City’s Traffic Engineer, after inspection of the final physical improvement,
to insure safe operation of all intersections and segments of streets before any building can
be occupied.
111. Developer shall submit documentation pursuant to City’s Security Release handout.
112. All final studies and reports shall be submitted in .tif format on a CD/DVD. Studies and
reports include, Soils, Seismic, Hydrology, Hydraulics, Grading, WQMP, etc.
113. Provide on compact disc auto cad and GIS Shape files of all final maps and street and storm
drain plans. *ALL DATA MUST BE IN projected Coordinate System: NAD 83 State Plane
California Zone VI U.S. Fleet.
CITY OF LAKE ELSINORE FIRE MARSHAL
114. 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.
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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 Planning Commission 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:
RIVERSIDE DRFRASER DRLAKESHORE DR
WISCONSIN STILLINOIS STESCAVERA ST
ST CHARLES PLESTANCIA STVISCAYA STWISCONSIN STRIVERSIDE DRFRASER DRLAKESHORE DR
WISCONSIN STILLINOIS STESCAVERA ST
ST CHARLES PLESTANCIA STVISCAYA STWISCONSIN STPlanning Application No. 202 0-109APN: 379-224-015VICINITY MAP
PR OJEC T SITE
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Planning Application No. 202 0-109APN: 379-224-015AERIAL MAP
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13900-03 VMT.docx
January 29, 2021
Dr. Wasfi Salama
Four Corners Plaza LLC
3405 Mont Blanc Terrace
Bakersfield, CA 93306
SUBJECT: STARBUCKS LAKE ELSINORE VEHICLE MILES TRAVELED (VMT) ANALYSIS
Dear Dr. Wasfi Salama:
The following VMT Analysis has been prepared for the Starbucks Lake Elsinore development (Project),
which is located at 16831 Lakeshore Drive in the City of Lake Elsinore.
PROJECT OVERVIEW
The Project is to consist of an 893 square foot coffee shop with drive through window (see Attachment
A). Trips generated by the Project’s proposed land uses have been estimated based on trip generation
rates collected by the Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition,
2017. (1) The proposed Project is anticipated to generate a total of 80 vehicle trip-ends per day (in actual
vehicles) (See Attachment B). The site is currently designated as General Commercial in the City’s General
Plan, which allows for the proposed industrial use (see Attachment C).
BACKGROUND
Changes to California Environmental Quality Act (CEQA) Guidelines were adopted in December 2018,
which requires all lead agencies to adopt VMT as a replacement for automobile delay-based level of
service (LOS) as the new measure for identifying transportation impacts for land use projects. This
statewide mandate went into effect July 1, 2020. To aid in this transition, the Governor’s Office of
Planning and Research (OPR) released a Technical Advisory on Evaluating Transportation Impacts in
CEQA (December of 2018) (Technical Advisory). (2) Based on OPR’s Technical Advisory, the City of Lake
Elsinore adopted Traffic Impact Analysis Preparation Guide (June 2020) (City Guidelines), which
documents the City’s VMT analysis methodology and approved impact thresholds. (3) The VMT analysis
presented in this report has been developed based on the adopted City Guidelines.
PROJECT SCREENING
The City Guidelines provides details on appropriate “screening thresholds” that can be used to identify
when a proposed land use project is anticipated to result in a less than significant impact. City Guidelines
list the screening thresholds in the following three steps:
Dr. Wasfi Salama
Four Corners Plaza LLC
January 29, 2021
Page 2 of 4
13900-03 VMT.docx
Step 1: Transit Priority Area (TPA) Screening
Step 2: Low VMT Area Screening
Step 3: Project Type Screening
A land use project need only to meet one of the above screening thresholds to result in a less than
significant impact.
For the purposes of this analysis, the initial VMT screening process has been conducted with using the
WRCOG VMT Screening Tool (Screening Tool), which uses screening criteria consistent with the
screening thresholds recommended in the Technical Advisory and City Guidelines.
STEP 1: TPA SCREENING
Consistent with City Guidelines, projects located within a Transit Priority Area (TPA) (i.e., within ½ mile
of an existing “major transit stop”1 or an existing stop along a “high-quality transit corridor”2) may be
presumed to have a less than significant impact absent substantial evidence to the contrary. However,
the presumption may not be appropriate if a project:
• Has a Floor Area Ratio (FAR) of less than 0.75;
• Includes more parking for use by residents, customers, or employees of the project than required by the
jurisdiction (if the jurisdiction requires the project to supply parking);
• Is inconsistent with the applicable Sustainable Communities Strategy (as determined by the lead agency,
with input from the Metropolitan Planning Organization); or
• Replaces affordable residential units with a smaller number of moderate- or high-income residential units.
The Project site is not located within ½ mile of an existing major transit stop, or along a high-quality
transit corridor.
The TPA screening threshold is not met.
STEP 2: LOW VMT AREA SCREENING
As noted in the City Guidelines, residential and office projects located within a low VMT-generating area
may be presumed to have a less than significant impact absent substantial evidence to the contrary. The
Screening Tool uses the sub-regional travel demand model RIVTAM to estimate VMT for individual traffic
analysis zones (TAZ’s) for areas throughout the WRCOG region. A low VMT area is defined as an individual
TAZ where total daily VMT per service population (SP) is below baseline VMT per SP.
1 Pub. Resources Code, § 21064.3 (“‘Major transit stop’ means a site containing an existing rail transit station, a ferry
terminal served by either a bus or rail transit service, or the intersection of two or more major bus routes with a frequency
of service interval of 15 minutes or less during the morning and afternoon peak commute periods.”).
2 Pub. Resources Code, § 21155 (“For purposes of this section, a high-quality transit corridor means a corridor with fixed
route bus service with service intervals no longer than 15 minutes during peak commute hours.”).
Dr. Wasfi Salama
Four Corners Plaza LLC
January 29, 2021
Page 3 of 4
13900-03 VMT.docx
The Project’s location was selected in the Screening Tool to determine project-generated VMT. The
Project is located in TAZ 3,465. The parcel containing the proposed Project was selected and the
Screening Tool was run. The screening results are provided in Attachment B. The Project appears to be
in a low VMT generating zone based on the Screening Tool. VMT per SP for TAZ 3,465 was found to be
26.83, whereas the baseline City of Lake Elsinore VMT per SP is 36.29 (see Attachment D). The Project
would meet the City’s adopted threshold of “baseline project-generated VMT per service population
exceeds the City’s baseline VMT per service population.”
The Low VMT Area screening threshold is met.
STEP 3: PROJECT TYPE SCREENING
The City Guidelines identifies that local serving retail projects less than 50,000 square feet may be
presumed to have a less than significant impact absent substantial evidence to the contrary. In addition
to local serving retail, other types of local serving use (e.g., local parks, day care centers, non-destination
hotels, affordable housing, places of worship, etc.) may also be presumed to have a less than significant
impact as their uses are local serving in nature and would tend to shorten vehicle trips 3. The proposed
Project includes a local serving retail (i.e., coffee shop with drive thru) of less than 50,000 square feet.
The Project Type screening threshold is met.
CONCLUSION
Based on our review of applicable VMT screening thresholds, the Project meets the Low VMT Area
screening and Project Type Screening, and would therefore be presumed to result in a less than
significant VMT impact. The Project was not found to meet the TPA screening, however meeting the Low
VMT Area screening or Project Type Screening is sufficient to determine a less than significant impact;
no additional VMT analysis is required.
If you have any questions, please contact me directly at 949.660.1994.
Respectfully submitted,
URBAN CROSSROADS, INC.
Aric Evatt, PTP Alexander So
President Senior Analyst
3 City Guidelines; Page 5
Dr. Wasfi Salama
Four Corners Plaza LLC
January 29, 2021
Page 4 of 4
13900-03 VMT.docx
REFERENCES
1. Institute of Transportation Engineers. Trip Generation Manual. 10th Edition. 2017.
2. Office of Planning and Research. Technical Advisory on Evaluating Transportation Impacts in CEQA.
State of California : s.n., December 2018.
3. City of Lake Elsinore. Traffic Impact Analysis Preparation Guide. City of Lake Elsinore : s.n., June 2020.
13900-03 VMT.docx
ATTACHMENT A
PROJECT SITE MAP
13900-03 VMT.docx
PROJECT SITE MAP
13900-03 VMT.docx
ATTACHMENT B
PROJECT TRIP GENERATION
13900-03 VMT.docx
PROJECT TRIP GENERATION SUMMARY
13900-03 VMT.docx
ATTACHMENT C
CITY OF LAKE ELSINORE GENERAL PLAN LAND USE MAP
13900-03 VMT.docx
CITY OF LAKE ELSINORE GENERAL PLAN LAND USE MAP
13900-03 VMT.docx
ATTACHMENT D
WRCOG VMT SCREENING TOOL
13900-03 VMT.docx
WRCOG VMT SCREENING TOOL
13900-01 TG Letter.docx
January 29, 2021
Dr. Wasfi Salama
Four Corners Plaza LLC
3405 Mont Blanc Terrace
Bakersfield, CA 93306
SUBJECT: STARBUCKS-LAKE ELSINORE (PAR NO. 2020-10) TRIP GENERATION ASSESSMENT
Dear Dr. Wasfi Salama:
Urban Crossroads, Inc. is pleased to provide the following Trip Generation Assessment for Starbucks-
Lake Elsinore development (Project) which is located at 16831 Lakeshore Drive in the City of Lake
Elsinore. The purpose of this work effort is to determine whether peak hour operations traffic analysis
is necessary for the proposed Project based on the City of Lake Elsinore’s Traffic Impact Analysis
Preparation Guide (adopted June 23, 2020) (City’s Guidelines).
PROJECT TRIP GENERATION
The Project is proposed to demolish an existing building and construct a new 893 square foot Starbucks
building with drive-through and walk-up service, which will include 12 parking spaces on a 1.09-acre site.
The current General Plan land use and zoning designations are General Commercial (C-2). Access to the
Project site will be accommodated through the existing driveways on Lakeshore Drive and Riverside
Drive (SR-74). The trip generation rates used for this analysis are based upon information collected by
the Institute of Transportation Engineers (ITE) as provided in their Trip Generation Manual (10th Edition,
2017) for the proposed coffee shop with drive-through window use (ITE Land Use Code 937) (see Table
1).
TABLE 1: TRIP GENERATION RATES
Pass-by trip reductions have been applied to the proposed Project uses based on percentages have been
obtained from the ITE Trip Generation Handbook (3rd Edition, 2017). These percentages represent traffic
that is already on the roadway today that would make an intermediate stop at the site before continuing
on to their ultimate destination. The pass-by trip reductions will be applied to off-site study area
intersections only while the Project driveways will evaluate 100% of the Project traffic (pass-by trip
reductions to be added back).
ITE Weekday
Land Use Code Units2 In Out Total In Out Total Daily
Coffee Shop with Drive Thru Window 937 TSF 45.38 43.61 88.99 21.69 21.69 43.38 820.38
1 Trip Generation Source: Institute of Transportation Engineers (ITE), Trip Generation Manual, Tenth Edition (2017).
2 TSF = thousand square feet
AM Peak Hour PM Peak Hour
Dr. Wasfi Salama
Four Corners Plaza LLC
January 29, 2021
Page 2 of 2
13900-01 TG Letter.docx
The trip generation for the proposed Project is summarized on Table 2. As shown on Table 2, the
proposed Project is anticipated to generate 80 two-way trips per day, with 11 trips generated during the
AM peak hour and 4 trips generated during the PM peak hour. In an effort to conduct a conservative
analysis, no trip generation credit has been taken for the existing use that is to be demolished as part of
the Project.
TABLE 2: PROPOSED PROJECT TRIP GENERATION SUMMARY
The City’s Guidelines identifies that project’s that can demonstrate a trip generation of less than 100
vehicle trips during the AM and PM peak hours (based on the latest ITE Trip Generation Manual) may be
exempt from a conducting a level of service (LOS) based traffic analysis. It should also be noted that the
Project would contribute fewer than 50 peak hour trips to any off-site study area intersections. As such,
an LOS based traffic analysis is not required for this Project based on the City’s Guidelines. If you have
any questions, please contact me directly at (949) 861-0177.
Respectfully submitted,
URBAN CROSSROADS, INC.
Charlene So, PE
Associate Principal
Land Use Quantity Units1 In Out Total In Out Total Daily
Starbucks 0.893 TSF 41 39 80 19 19 38 734
Pass-By (89% AM/PM/Daily)-35 -35 -69 -17 -17 -34 -654
Total 6 4 11 2 2 4 80
1 TSF = thousand square feet
AM Peak Hour PM Peak Hour
13900-01 TG Letter.docx
13900-05 Noise Assessment
March 30, 2021
Dr. Wasfi Salama
Four Corners Plaza LLC
31089 Riverside Drive
Lake Elsinore, CA 92530
SUBJECT: STARBUCKS LAKE ELSINORE NOISE ASSESSMENT
Dear Dr. Wasfi Salama:
Urban Crossroads, Inc. is pleased to provide the following Noise Assessment for the Starbucks Lake
Elsinore development (referred to as “Project”) located at 16831 Lakeshore Drive in the City of Lake
Elsinore. The Project is to consist of an 893 square foot coffee shop with drive-through window as
shown on Exhibit A. The purpose of this Noise Assessment is to describe the potential Project-related
operational noise, construction noise, and vibration impacts.
EXISTING NOISE LEVEL MEASUREMENTS
To assess the existing noise level environment, 24-hour noise level measurements were taken at five
locations in the Project study area. The receiver locations were selected to describe and document the
existing noise environment within the Project study area. Exhibit B provides the boundaries of the
Project study area and the noise level measurement locations. To fully describe the existing noise
conditions, noise level measurements were collected by Urban Crossroads, Inc. on Wednesday,
February 10, 2021. Appendix A includes study area photos.
MEASUREMENT PROCEDURE AND CRITERIA
To describe the existing noise environment, the hourly noise levels were measured during typical
weekday conditions over a 24-hour period. By collecting individual hourly noise level measurements, it
is possible to describe the daytime and nighttime hourly noise levels and calculate the 24-hour CNEL.
The long-term noise readings were recorded using Piccolo Type 2 integrating sound level meter and
dataloggers. The Piccolo sound level meters were calibrated using a Larson-Davis calibrator, Model
CAL 150. All noise meters were programmed in "slow" mode to record noise levels in "A" weighted
form. The sound level meters and microphones were equipped with a windscreen during all
measurements. All noise level measurement equipment satisfies the American National Standards
Institute (ANSI) standard specifications for sound level meters ANSI S1.4-2014/IEC 61672-1:2013. (1)
Dr. Wasfi Salama
Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
EXHIBIT A: SITE PLAN
NOISE MEASUREMENT LOCATIONS
The long-term noise level measurements were positioned as close to the nearest sensitive receiver
locations as possible to assess the existing ambient hourly noise levels surrounding the Project site.
Both Caltrans and the FTA recognize that it is not reasonable to collect noise level measurements that
can fully represent every part of a private yard, patio, deck, or balcony normally used for human
activity when estimating impacts for new development projects. This is demonstrated in the Caltrans
general site location guidelines which indicate that, sites must be free of noise contamination by
sources other than sources of interest. Avoid sites located near sources such as barking dogs,
lawnmowers, pool pumps, and air conditioners unless it is the express intent of the analyst to measure
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Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
these sources. (2) Further, FTA guidance states, that it is not necessary nor recommended that existing
noise exposure be determined by measuring at every noise-sensitive location in the project area.
Rather, the recommended approach is to characterize the noise environment for clusters of sites based
on measurements or estimates at representative locations in the community. (3)
EXHIBIT B: NOISE MEASUREMENT LOCATIONS
Dr. Wasfi Salama
Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
Based on recommendations of Caltrans and the FTA, it is not necessary to collect measurements at
each individual building or residence, because each receiver measurement represents a group of
buildings that share acoustical equivalence. (3) In other words, the area represented by the receiver
shares similar shielding, terrain, and geometric relationship to the reference noise source. Receivers
represent a location of noise sensitive areas and are used to estimate the future noise level impacts.
Collecting reference ambient noise level measurements at the nearby sensitive receiver locations
allows for a comparison of the before and after Project noise levels and is necessary to assess potential
noise impacts due to the Project’s contribution to the ambient noise levels.
NOISE MEASUREMENT RESULTS
The noise measurements presented below focus on the average or equivalent sound levels (Leq). The
equivalent sound level (Leq) represents a steady state sound level containing the same total energy as a
time varying signal over a given sample period. Table 1 identifies the hourly daytime (7:00 a.m. to
10:00 p.m.) and nighttime (10:00 p.m. to 7:00 a.m.) noise levels at each noise level measurement
location. Appendix B provides a summary of the existing hourly ambient noise levels.
TABLE 1: AMBIENT NOISE LEVEL MEASUREMENTS
Measurement
Location1 Description
Energy Average Noise
Level (dBA Leq)2
Daytime Nighttime
L1 Located northeast of the Project site by the Bible
Missionary Church at 30830 Riverside Drive. 62.3 55.9
L2
Located south of the Project site on Wisconsin
Street near existing single-family residential home
at 31193 Wisconsin Street.
54.0 48.0
L3
Located southwest of the Project site on Riverside
Drive near existing multi-family residential homes
at 31120 Riverside Drive.
70.9 67.0
L4
Located west of the Project site on Fraser Drive
near existing single-family residential home at
31115 Fraser Drive.
60.3 53.5
L5
Located northwest of the Project site near the
Learn4Life Lake Elsinore - Innovation High School
at 16667 Lakeshore Drive.
58.0 52.8
1 See Exhibit B for the noise level measurement locations.
2 Energy (logarithmic) average levels. The long-term 24-hour measurement worksheets are included in Appendix B.
"Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.
Dr. Wasfi Salama
Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
RECEIVER LOCATIONS
To assess the potential for long-term operational noise impacts, the following receiver locations, as
shown on Exhibit C, were identified as representative locations for analysis. Sensitive uses or receivers
are generally defined as locations where people reside or where the presence of unwanted sound
could otherwise adversely affect the use of the land. To describe the potential off-site Project noise
levels, five receiver locations in the vicinity of the Project site were identified, including the location of
the nearest noise sensitive residential receiver (R2) located approximately 204 feet southeast of the
Project site. The selection of receiver locations is based on FHWA guidelines and is consistent with
additional guidance provided by Caltrans and the FTA. Other sensitive land uses in the Project study
area that are located at greater distances than those identified in this noise study will experience lower
noise levels than those presented in this report due to the additional attenuation from distance and
the shielding of intervening structures. Distance is measured in a straight line from the project
boundary to each receiver location.
NOISE PREDICTION MODEL
To fully describe the exterior operational and construction noise levels from the Project, Urban
Crossroads, Inc. developed a noise prediction model using the CadnaA (Computer Aided Noise
Abatement) computer program. CadnaA can analyze multiple types of noise sources using the spatially
accurate Project site plan, georeferenced Nearmap aerial imagery, topography, buildings, and barriers
in its calculations to predict outdoor noise levels. Using the ISO 9613 protocol, CadnaA will calculate
the distance from each noise source to the noise receiver locations, using the ground absorption,
distance, and barrier/building attenuation inputs to provide a summary of noise level at each receiver
and the partial noise level contributions by noise source.
The noise level calculations provided in this noise assessment account for the distance attenuation
provided due to geometric spreading, when sound from a localized stationary source (i.e., a point
source) propagates uniformly outward in a spherical pattern. A default ground attenuation factor of
0.5 was used in the noise analysis to account for mixed ground representing a combination of hard and
soft surfaces.
Dr. Wasfi Salama
Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
EXHIBIT C: RECEIVER LOCATIONS
Dr. Wasfi Salama
Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
OPERATIONAL NOISE
This section analyzes the potential stationary-source operational noise impacts at the nearby receiver
locations resulting from the operation of the proposed Starbucks Lake Elsinore Project. This
operational noise analysis is intended to describe noise level impacts associated with the expected
typical of daytime and nighttime activities at the Project site. The on-site Project-related noise sources
are expected to include roof-top, air conditioning units, trash enclosure activity, parking lot vehicle
movements and drive-through speakerphone activity.
OPERATIONAL NOISE STANDARDS
To analyze noise impacts originating from a designated fixed location or private property such as the
Starbucks Lake Elsinore Project, stationary-source (operational) noise such as roof-top, air conditioning
units, trash enclosure activity, parking lot vehicle movements and drive-through speakerphone activity.
are typically evaluated against standards established under a City’s Municipal Code.
Section 17.176.060 of the City of Lake Elsinore Municipal Code included in Appendix C states the
following: No person shall, operate or cause to be operated, any source of sound at any location within
the incorporated City or allow the creation of any noise on property owned, leased, occupied, or
otherwise controlled by such person which causes the noise level when measured on any other
property, either incorporated or unincorporated to exceed…the maximum permissible sound levels by
receiving land use. For residential land use, the Municipal Code identifies base exterior noise level
limits for the daytime (7:00 a.m. to 10:00 p.m.) hours of 50 dBA L50 and 40 dBA L50 during the nighttime
(10:00 p.m. to 7:00 a.m.) hours. These standards shall apply for a cumulative period of 30 minutes in
any hour (L₅₀), as well as the standard plus 5 dBA cannot be exceeded for a cumulative period of more
than 15 minutes in any hour (L₂₅), or the standard plus 10 dBA for a cumulative period of more than 5
minutes in any hour (L8), or the standard plus 15 dBA for a cumulative period of more than 1 minute in
any hour (L2), or the standard plus 20 dBA for any period of time (Lmax). (4). Table 2 shows the City of
Lake Elsinore noise standards by land use.
The percentile noise descriptors are provided to ensure that the duration of the noise source is fully
considered. However, due to the relatively constant intensity of the Project operational activities, the
L50 or average Leq noise level metrics best describe the roof-top, air conditioning units, trash enclosure
activity, parking lot vehicle movements and drive-through speakerphone activity.. In addition, the Leq
noise level metric accounts for noise fluctuations over time by energy averaging the louder and quieter
events and giving more weight to the louder events. In addition, due to the mathematical relationship
between the median (L50) and the mean (Leq), the Leq will always be larger than or equal to the L50. The
more variable the noise becomes, the larger the Leq becomes in comparison to the L50. Therefore, this
noise study conservatively relies on the energy average Leq sound level limits to describe the Project
operational noise levels.
Dr. Wasfi Salama
Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
TABLE 2: OPERATIONAL EXTERIOR NOISE LEVEL STANDARDS
Receiving Land
Use Condition
Based Exterior Noise Level Standards (dBA)2
L50
(30 mins)
L25
(15 mins)
L8
(5 mins)
L2
(1 min)
Lmax
(Anytime)
Single-Family
Residential
Daytime 50 55 60 65 70
Nighttime 40 45 50 55 60
Multi-Family
Residential
Daytime 50 55 60 65 70
Nighttime 45 50 55 60 65
Public Space/
Light Comm.
Daytime 60 65 70 75 80
Nighttime 55 60 65 70 75
General
Commercial
Daytime 65 70 75 80 85
Nighttime 60 65 70 75 80
Light Industrial Anytime 70 75 80 85 90
Heavy Industrial Anytime 75 80 85 90 95
1 City of Lake Elsinore Municipal Code, Section 17.176.060(A)(2) & Table 1 (Appendix C).
"Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.
OPERATIONAL NOISE SOURCES
To estimate the Project service commercial land use operational noise impacts, reference noise level
measurements were collected from similar types of activities to represent the noise levels expected
with the development of the proposed Project.
While sound pressure levels (e.g., Leq) quantify in decibels the intensity of given sound sources at a
reference distance, sound power levels (Lw) are connected to the sound source and are independent of
distance. Sound pressure levels vary substantially with distance from the source and diminish because
of intervening obstacles and barriers, air absorption, wind, and other factors. Sound power is the
acoustical energy emitted by the sound source and is an absolute value that is not affected by the
environment. The reference project operational noise levels are based on the Project related noise
sources shown on Exhibit D. The reference project operational sound power levels are summarized
below:
• A/C Condenser Units: 79 dBA Lw according to Daikin submittal data sheet for 6-Ton VRV-IV Heat
Recovery Unit REYQ272TTJU.
• Trash Enclosure Activity: 89 dBA Lw based on reference noise level measurements describing
trash enclosure event activity collected by Urban Crossroads, Inc.
• Parking Lot Vehicle Movements and Drive-Through Vehicle Activity: 73 dBA Lw based on
reference noise level measurements describing parking lot vehicle activity collected by Urban
Crossroads, Inc.
Dr. Wasfi Salama
Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
• Drive-Through Speakerphones: 92 dBA Lw based on several sample drive-through noise
measurements used to describe the worst-case reference noise levels.
EXHIBIT D: OPERATIONAL NOISE SOURCE LOCATIONS
Dr. Wasfi Salama
Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
OPERATIONAL NOISE LEVEL COMPLIANCE
To demonstrate compliance with local noise regulations, the Project-only operational noise levels are
evaluated against exterior noise level thresholds based on the City of Lake Elsinore exterior noise level
standards at nearby noise-sensitive receiver locations. Table 3 shows the operational noise levels
associated with Starbucks Lake Elsinore Project will satisfy the City of Lake Elsinore daytime and
nighttime hourly exterior noise level standards at all nearby receiver locations. Therefore, the
operational noise impacts are considered less than significant at the nearby noise-sensitive receiver
locations. Appendix D includes the detailed noise model inputs and calculations used to estimate the
Project operational noise levels presented in this section.
TABLE 3: OPERATIONAL NOISE LEVELS
Receiver
Location1
Project Operational
Noise Levels (dBA Leq)2
Noise Level Standards
(dBA Leq)3
Noise Level Standards
Exceeded?4
Daytime Nighttime Daytime Nighttime Daytime Nighttime
R1 33.0 32.8 50 40 No No
R2 36.6 36.4 50 40 No No
R3 30.6 30.3 50 40 No No
R4 35.5 35.4 50 40 No No
R5 27.7 27.6 50 40 No No
1 See Exhibit C for the receiver locations.
2 Proposed Project operational noise level calculations are included in Appendix D.
3 City of Lake Elsinore Municipal Code, Section 17.176.060(A)(2) & Table 1 (Appendix C).
4 Do the estimated Project operational noise source activities exceed the noise level standards?
"Daytime" = 7:00 a.m. to 10:00 p.m.; "Nighttime" = 10:00 p.m. to 7:00 a.m.
CONSTRUCTION NOISE
This section analyzes potential impacts resulting from the short-term construction activities associated
with the development of the Project.
CONSTRUCTION NOISE STANDARDS
To analyze noise impacts originating from the construction of the Project, noise from construction
activities is typically limited to the hours of operation established under a jurisdiction’s Municipal
Code. Section 17.176.080 (F), Construction/Demolition indicates that operating or causing the
operation of any tools or equipment used in construction, drilling, repair, alteration or demolition work
between the weekday hours of 7:00 p.m. and 7:00 a.m., or at any time on weekends or holidays, such
that the sound therefrom creates a noise disturbance across a residential or commercial real property
line, except for emergency work by public service utilities or by variance issued by the City is prohibited.
The City of Lake Elsinore Municipal Code establishes construction thresholds; however, this analysis
Dr. Wasfi Salama
Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
relies on a numerical daytime construction threshold based on Federal Transit Administration (FTA)
Transit Noise and Vibration Impact Assessment Manual. According to the FTA, local noise ordinances
are typically not very useful in evaluating construction noise. They usually relate to nuisance and hours
of allowed activity, and sometimes specify limits in terms of maximum levels, but are generally not
practical for assessing the impact of a construction project. Project construction noise criteria should
account for the existing noise environment, the absolute noise levels during construction activities, the
duration of the construction, and the adjacent land use. Due to the lack of standardized construction
noise thresholds, the FTA provides guidelines that can be considered reasonable criteria for
construction noise assessment. The FTA considers a daytime exterior construction noise level of 80
dBA Leq as a reasonable threshold for noise sensitive land use. (3 p. 179)
CONSTRUCTION NOISE SOURCES
Using reference construction equipment noise levels level measurements published in the Update of
Noise Database for Prediction of Noise on Construction and Open Sites by the Department for
Environment, Food and Rural Affairs (DEFRA). (5) and the CadnaA noise prediction model, calculations
of the Project construction noise level impacts at the nearest sensitive receiver locations were
completed. To assess the worst-case construction noise levels, the Project construction noise analysis
relies on the highest noise level impacts when the equipment with the highest reference noise level of
79 dBA Leq is operating at the closest point from the edge of primary construction activity (Project site
boundary) to each receiver location. Appendix E includes the detailed CadnaA construction noise
model inputs and calculations.
CONSTRUCTION NOISE LEVEL COMPLIANCE
To evaluate whether the Project will generate potentially significant short-term noise levels at the
nearest receiver locations, a construction-related daytime noise level threshold of 80 dBA Leq is used as
a reasonable threshold to assess the daytime construction noise level impacts. The construction noise
analysis shows that the nearest receiver locations will satisfy the reasonable daytime 80 dBA Leq
significance threshold during Project construction activities as shown on Table 4. Therefore, the noise
impacts due to Project construction noise is considered less than significant at all receiver locations.
Dr. Wasfi Salama
Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
TABLE 4: TYPICAL CONSTRUCTION NOISE LEVEL COMPLIANCE
Receiver
Location1
Construction Noise Levels (dBA Leq)
Highest Construction
Noise Levels2 Threshold3 Threshold
Exceeded?4
R1 55.0 80 No
R2 55.5 80 No
R3 51.0 80 No
R4 53.9 80 No
R5 47.1 80 No
1 Noise receiver locations are shown on Exhibit C.
2 Highest construction noise level operating at the Project site boundary to nearby receiver locations.
3 Federal Transit Administration, Transit Noise and Vibration Impact Assessment Manual.
4 Do the estimated Project construction noise levels exceed the construction noise level threshold?
CONCLUSIONS
This Noise Assessment demonstrates that the operational noise levels associated with Starbucks Lake
Elsinore Project will satisfy the City of Lake Elsinore exterior noise level standards at all nearby receiver
locations. Therefore, the operational noise impacts are considered less than significant at the nearby
noise-sensitive receiver locations. In addition, the Project construction noise is not expected to result
in significant noise impacts. If you have any questions, please contact me directly at (949) 584-3148.
Respectfully submitted,
URBAN CROSSROADS, INC.
Bill Lawson, P.E., INCE
Principal
Dr. Wasfi Salama
Four Corners Plaza LLC
March 30, 2021
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13900-05 Noise Assessment
REFERENCES
1. American National Standards Institute (ANSI). Specification for Sound Level Meters ANSI S1.4-
2014/IEC 61672-1:2013.
2. California Department of Transportation Environmental Program. Technical Noise Supplement - A
Technical Supplement to the Traffic Noise Analysis Protocol. Sacramento, CA : s.n., September 2013.
3. U.S. Department of Transportation, Federal Transit Administration. Transit Noise and Vibration
Impact Assessment Manual. September 2018.
4. City of Lake Elsinore. Municipal Code, Chapter 17.176 Noise Control.
5. Department of Environment, Food and Rural Affiars (Defra). Update of Noise Database for
Prediction of Noise on Construction and Open Sites. 2004.
13900-05 Noise Assessment
13900-05 Noise Assessment
APPENDIX A
STUDY AREA PHOTOS
13900-05 Noise Assessment
This page intentionally left blank
JN: 13900 Study Area Photos
L1_E
33, 41' 6.730000", 117, 21' 55.670000"
L1_N
33, 41' 6.760000", 117, 21' 55.720000"
L1_S
33, 41' 6.710000", 117, 21' 55.640000"
L1_W
33, 41' 6.660000", 117, 21' 55.700000"
L2_E
33, 40' 56.740000", 117, 22' 2.150000"
L2_N
33, 40' 56.210000", 117, 22' 2.670000"
JN: 13900 Study Area Photos
L2_S
33, 40' 56.860000", 117, 22' 2.090000"
L2_W
33, 40' 56.910000", 117, 22' 2.090000"
L3_E
33, 41' 1.010000", 117, 22' 2.340000"
L3_N
33, 41' 1.010000", 117, 22' 2.340000"
L3_S
33, 41' 0.990000", 117, 22' 2.340000"
L3_W
33, 41' 0.980000", 117, 22' 2.310000"
JN: 13900 Study Area Photos
L4_E
33, 41' 3.230000", 117, 22' 5.280000"
L4_N
33, 41' 3.080000", 117, 22' 5.420000"
L4_S
33, 41' 3.330000", 117, 22' 5.230000"
L4_W
33, 41' 3.380000", 117, 22' 5.170000"
L5_E
33, 41' 6.270000", 117, 22' 6.630000"
L5_N
33, 41' 6.270000", 117, 22' 6.650000"
JN: 13900 Study Area Photos
L5_S
33, 41' 6.270000", 117, 22' 6.630000"
L5_W
33, 41' 6.270000", 117, 22' 6.650000"
13900-05 Noise Assessment
APPENDIX B
NOISE LEVEL MEASUREMENT WORKSHEETS
13900-05 Noise Assessment
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Date:Location:Meter:Piccolo II JN:13900
Project:Lake Elsinore Starbucks Analyst:P. Mara
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%L eq Adj.Adj. L eq
0 49.5 59.3 39.4 58.8 58.0 55.7 54.2 49.7 45.5 40.5 40.1 39.5 49.5 10.0 59.5
1 49.1 59.0 39.1 58.6 57.9 55.9 54.3 48.3 44.6 40.1 39.6 39.2 49.1 10.0 59.1
2 50.7 61.6 39.6 61.1 60.3 57.9 55.8 49.3 45.0 40.3 39.9 39.7 50.7 10.0 60.7
3 53.3 64.3 39.9 63.9 63.2 60.4 58.3 52.5 48.4 41.6 40.8 40.1 53.3 10.0 63.3
4 57.8 67.7 47.0 67.3 66.7 64.4 62.6 57.5 53.8 48.8 47.8 47.2 57.8 10.0 67.8
5 59.1 68.2 47.7 67.8 67.1 64.8 63.7 59.5 56.0 50.2 48.9 47.9 59.1 10.0 69.1
6 59.8 69.3 49.5 68.8 68.0 65.6 64.0 60.2 56.8 51.6 50.6 49.7 59.8 10.0 69.8
7 59.3 66.9 50.0 66.5 66.0 64.3 63.2 60.2 57.6 52.1 51.1 50.2 59.3 0.0 59.3
8 60.0 69.2 48.8 68.8 68.1 66.3 64.8 60.2 56.5 51.0 50.0 49.0 60.0 0.0 60.0
9 60.3 69.4 51.1 69.1 68.4 66.8 64.9 59.9 56.9 52.8 52.0 51.3 60.3 0.0 60.3
10 59.6 68.5 50.8 68.1 67.4 65.7 64.3 59.7 56.6 52.3 51.6 50.9 59.6 0.0 59.6
11 59.9 68.7 51.3 68.4 67.9 66.2 64.7 60.0 56.5 52.6 52.1 51.5 59.9 0.0 59.9
12 67.1 79.1 53.0 78.4 77.8 75.0 72.7 63.7 58.4 54.4 53.8 53.2 67.1 0.0 67.1
13 65.0 76.0 51.8 75.3 74.5 73.1 71.2 62.3 58.1 53.3 52.6 52.0 65.0 0.0 65.0
14 63.3 74.1 52.2 73.4 73.0 71.2 68.8 61.4 58.0 53.6 52.9 52.4 63.3 0.0 63.3
15 62.2 70.2 53.4 69.9 69.5 68.3 67.1 62.7 59.0 54.9 54.2 53.6 62.2 0.0 62.2
16 62.4 72.1 52.5 71.7 71.2 69.2 67.2 62.1 58.8 54.1 53.4 52.7 62.4 0.0 62.4
17 64.6 77.4 52.4 76.9 75.4 70.8 68.5 62.2 58.6 53.9 53.2 52.6 64.6 0.0 64.6
18 60.6 69.6 51.6 69.1 68.4 66.8 65.5 60.6 57.6 53.3 52.6 51.8 60.6 0.0 60.6
19 61.6 73.1 51.6 72.5 71.6 68.4 65.6 60.2 57.3 53.3 52.5 51.8 61.6 5.0 66.6
20 59.8 69.5 50.4 69.1 68.4 66.3 65.0 59.1 56.0 51.9 51.2 50.5 59.8 5.0 64.8
21 57.6 68.5 48.1 67.7 66.4 63.3 61.7 57.4 53.9 49.4 48.8 48.2 57.6 5.0 62.6
22 56.3 65.6 46.9 65.1 64.6 62.6 61.0 56.4 52.9 48.1 47.6 47.1 56.3 10.0 66.3
23 53.5 62.4 44.0 62.0 61.5 59.8 58.3 53.7 50.1 45.0 44.6 44.2 53.5 10.0 63.5
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%
Min 59.3 66.9 48.8 66.5 66.0 64.3 63.2 59.7 56.5 51.0 50.0 49.0
Max 67.1 79.1 53.4 78.4 77.8 75.0 72.7 63.7 59.0 54.9 54.2 53.6
62.8 71.3 70.6 68.6 66.9 61.3 57.7 53.2 52.5 51.8
Min 57.6 68.5 48.1 67.7 66.4 63.3 61.7 57.4 53.9 49.4 48.8 48.2
Max 61.6 73.1 51.6 72.5 71.6 68.4 65.6 60.2 57.3 53.3 52.5 51.8
60.0 69.7 68.8 66.0 64.1 58.9 55.7 51.5 50.8 50.2
Min 49.1 59.0 39.1 58.6 57.9 55.7 54.2 48.3 44.6 40.1 39.6 39.2
Max 59.8 69.3 49.5 68.8 68.0 65.6 64.0 60.2 56.8 51.6 50.6 49.7
55.9 63.7 63.0 60.8 59.1 54.1 50.4 45.1 44.4 43.8
55.9
24-Hour Noise Level Measurement Summary
Hourly L eq dBA Readings (unadjusted)
L eq (dBA)
Night
Wednesday, February 10, 2021
24-Hour Daytime Nighttime
L1 - Located northeast of the Project site by the Bible
Missionary Church at 30830 Riverside Drive.
24-Hour CNEL (dBA)
64.5
Evening
Day
Evening
Energy Average
Night
Day
Night
Energy Average
Energy Average Average:
Average:
Average:
60.8 62.349.549.150.753.357.859.159.859.360.060.359.659.967.165.063.362.262.464.660.661.659.857.656.353.535.040.045.050.055.060.065.070.075.080.085.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly Leq(dBA)Hour Beginning
Z:\Shared\UcJobs\_13600-14000\_13900\13900\03_Noise\Fieldwork\Measurement\13900_L1_A
Date:Location:Meter:Piccolo II JN:13900
Project:Lake Elsinore Starbucks Analyst:P. Mara
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%L eq Adj.Adj. L eq
0 43.2 50.3 35.9 49.8 49.3 48.3 47.6 44.3 40.9 37.0 36.5 36.1 43.2 10.0 53.2
1 40.6 48.7 34.7 48.3 47.8 46.1 44.9 40.9 38.2 35.4 35.1 34.8 40.6 10.0 50.6
2 43.7 50.4 37.3 49.9 49.4 48.0 47.3 44.7 42.2 38.4 38.0 37.5 43.7 10.0 53.7
3 43.9 51.1 36.2 50.8 50.4 49.2 48.2 44.8 42.0 37.4 36.9 36.3 43.9 10.0 53.9
4 51.6 64.6 40.7 63.0 61.3 57.3 55.1 50.6 47.2 42.5 41.7 40.9 51.6 10.0 61.6
5 49.3 56.1 43.1 55.7 55.1 53.8 52.8 50.1 47.9 44.5 43.8 43.3 49.3 10.0 59.3
6 50.3 56.9 44.9 56.6 56.2 54.7 53.4 50.9 49.2 46.2 45.6 45.0 50.3 10.0 60.3
7 53.8 61.7 45.2 61.3 61.0 59.9 59.2 54.3 50.6 46.5 45.8 45.3 53.8 0.0 53.8
8 50.9 57.4 45.5 57.1 56.6 55.3 54.3 51.5 49.7 46.8 46.3 45.7 50.9 0.0 50.9
9 51.2 59.1 45.5 58.7 58.1 56.2 54.8 51.3 49.2 46.7 46.3 45.7 51.2 0.0 51.2
10 52.1 60.4 45.0 60.0 59.7 58.3 56.8 52.1 49.1 46.3 45.8 45.2 52.1 0.0 52.1
11 52.0 59.1 44.9 58.8 58.4 57.0 56.1 53.1 49.4 46.1 45.6 45.1 52.0 0.0 52.0
12 55.4 63.4 47.0 62.9 62.2 60.8 59.7 56.2 52.7 48.3 47.8 47.2 55.4 0.0 55.4
13 56.1 65.0 47.4 64.5 64.0 62.6 61.1 55.8 53.0 48.4 48.0 47.5 56.1 0.0 56.1
14 58.4 64.1 55.4 63.5 62.9 61.8 61.1 58.7 57.6 56.0 55.8 55.5 58.4 0.0 58.4
15 54.8 64.4 48.7 63.8 62.9 60.9 59.5 54.0 51.8 49.5 49.1 48.8 54.8 0.0 54.8
16 54.7 62.9 48.8 62.6 62.1 60.6 58.8 54.8 52.3 49.7 49.4 49.0 54.7 0.0 54.7
17 53.9 63.0 48.4 62.7 61.8 59.2 57.1 53.7 51.7 49.5 49.0 48.6 53.9 0.0 53.9
18 54.7 63.7 47.9 63.1 62.5 60.7 59.4 53.6 51.1 49.0 48.5 48.0 54.7 0.0 54.7
19 51.4 58.2 46.7 57.9 57.5 55.9 54.6 51.9 50.1 47.7 47.3 46.8 51.4 5.0 56.4
20 51.5 60.1 45.8 59.3 58.3 56.4 55.0 51.8 49.5 46.9 46.5 46.0 51.5 5.0 56.5
21 49.2 57.1 43.1 56.7 56.2 54.6 53.0 49.4 47.3 44.3 43.8 43.3 49.2 5.0 54.2
22 48.2 55.8 42.1 55.4 54.9 53.3 52.0 48.7 46.4 43.3 42.8 42.3 48.2 10.0 58.2
23 49.4 57.8 41.4 57.4 57.1 55.4 54.1 49.9 46.3 42.4 42.0 41.5 49.4 10.0 59.4
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%
Min 50.9 57.4 44.9 57.1 56.6 55.3 54.3 51.3 49.1 46.1 45.6 45.1
Max 58.4 65.0 55.4 64.5 64.0 62.6 61.1 58.7 57.6 56.0 55.8 55.5
54.5 61.6 61.0 59.4 58.1 54.1 51.5 48.6 48.1 47.6
Min 49.2 57.1 43.1 56.7 56.2 54.6 53.0 49.4 47.3 44.3 43.8 43.3
Max 51.5 60.1 46.7 59.3 58.3 56.4 55.0 51.9 50.1 47.7 47.3 46.8
50.8 58.0 57.3 55.6 54.2 51.0 49.0 46.3 45.9 45.4
Min 40.6 48.7 34.7 48.3 47.8 46.1 44.9 40.9 38.2 35.4 35.1 34.8
Max 51.6 64.6 44.9 63.0 61.3 57.3 55.1 50.9 49.2 46.2 45.6 45.0
48.0 54.1 53.5 51.8 50.6 47.2 44.5 40.8 40.3 39.7
48.0
24-Hour Noise Level Measurement Summary
Hourly L eq dBA Readings (unadjusted)
L eq (dBA)
Night
Wednesday, February 10, 2021
24-Hour Daytime Nighttime
L2 - Located south of the Project site on Wisconsin Street
near existing single-family residential home at 31193
Wisconsin Street.
24-Hour CNEL (dBA)
56.3
Evening
Day
Evening
Energy Average
Night
Day
Night
Energy Average
Energy Average Average:
Average:
Average:
52.6 54.043.240.643.743.951.649.350.353.850.951.252.152.055.456.158.454.854.753.954.751.451.549.248.249.435.040.045.050.055.060.065.070.075.080.085.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly Leq(dBA)Hour Beginning
Z:\Shared\UcJobs\_13600-14000\_13900\13900\03_Noise\Fieldwork\Measurement\13900_L2_C
Date:Location:Meter:Piccolo II JN:13900
Project:Lake Elsinore Starbucks Analyst:P. Mara
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%L eq Adj.Adj. L eq
0 61.8 73.3 44.8 72.9 72.2 69.3 67.4 60.0 53.1 46.2 45.5 44.9 61.8 10.0 71.8
1 59.0 71.4 43.7 70.9 69.9 66.5 63.9 56.3 50.5 45.1 44.4 43.8 59.0 10.0 69.0
2 61.0 73.3 42.0 72.8 71.8 68.4 66.1 58.3 51.1 43.4 42.8 42.1 61.0 10.0 71.0
3 64.2 75.1 47.2 74.6 73.8 71.2 69.5 63.6 57.9 49.3 48.2 47.4 64.2 10.0 74.2
4 70.4 82.2 52.8 81.8 81.3 77.8 75.1 68.8 62.7 55.0 53.9 53.0 70.4 10.0 80.4
5 70.1 79.7 56.2 79.2 78.4 76.2 74.7 70.7 66.8 59.0 57.6 56.4 70.1 10.0 80.1
6 69.7 78.2 57.0 77.8 77.2 75.4 74.1 70.6 67.2 59.4 58.2 57.2 69.7 10.0 79.7
7 69.8 77.7 57.2 77.2 76.6 74.9 73.8 71.0 67.8 59.7 58.2 57.3 69.8 0.0 69.8
8 70.0 80.1 56.7 79.4 78.2 75.5 74.0 70.6 67.2 59.8 58.1 57.0 70.0 0.0 70.0
9 70.4 81.2 57.1 80.6 79.6 76.4 74.2 70.3 67.3 60.1 58.6 57.4 70.4 0.0 70.4
10 69.3 78.7 58.0 78.2 77.4 75.0 73.4 69.8 66.7 60.5 59.3 58.2 69.3 0.0 69.3
11 69.1 78.9 58.5 78.1 76.6 74.0 72.9 69.8 66.9 60.8 59.7 58.7 69.1 0.0 69.1
12 75.3 88.1 59.2 87.5 86.3 82.5 79.6 72.2 67.8 61.8 60.4 59.3 75.3 0.0 75.3
13 72.2 83.9 60.0 83.3 82.2 78.9 77.4 70.5 67.6 62.5 61.4 60.2 72.2 0.0 72.2
14 70.2 79.9 60.2 79.4 78.5 75.7 74.0 70.4 67.8 62.8 61.5 60.4 70.2 0.0 70.2
15 71.2 82.2 61.4 81.5 80.5 76.4 75.0 70.9 68.3 63.7 62.8 61.6 71.2 0.0 71.2
16 71.2 80.8 62.4 80.2 79.3 76.6 74.8 71.3 68.9 64.7 63.6 62.6 71.2 0.0 71.2
17 71.5 81.8 62.4 81.2 80.0 77.5 75.3 71.2 68.9 64.6 63.6 62.6 71.5 0.0 71.5
18 71.1 80.9 62.3 80.5 79.8 77.0 75.0 70.8 68.5 64.3 63.4 62.5 71.1 0.0 71.1
19 70.2 80.8 59.2 80.3 79.3 76.0 73.9 70.1 67.3 61.6 60.6 59.5 70.2 5.0 75.2
20 69.0 79.8 57.7 79.1 78.1 75.1 73.1 68.8 65.2 59.6 58.7 57.9 69.0 5.0 74.0
21 68.0 77.8 56.6 77.2 76.5 74.1 72.7 68.3 64.1 58.4 57.5 56.8 68.0 5.0 73.0
22 66.9 77.8 53.6 77.4 76.5 73.6 71.7 66.3 62.0 55.5 54.6 53.8 66.9 10.0 76.9
23 65.8 77.4 50.6 76.8 75.9 73.2 71.3 64.3 59.0 52.4 51.5 50.8 65.8 10.0 75.8
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%
Min 69.1 77.7 56.7 77.2 76.6 74.0 72.9 69.8 66.7 59.7 58.1 57.0
Max 75.3 88.1 62.4 87.5 86.3 82.5 79.6 72.2 68.9 64.7 63.6 62.6
71.3 80.6 79.6 76.7 74.9 70.7 67.8 62.1 60.9 59.8
Min 68.0 77.8 56.6 77.2 76.5 74.1 72.7 68.3 64.1 58.4 57.5 56.8
Max 70.2 80.8 59.2 80.3 79.3 76.0 73.9 70.1 67.3 61.6 60.6 59.5
69.2 78.9 78.0 75.1 73.2 69.1 65.5 59.9 58.9 58.1
Min 59.0 71.4 42.0 70.9 69.9 66.5 63.9 56.3 50.5 43.4 42.8 42.1
Max 70.4 82.2 57.0 81.8 81.3 77.8 75.1 70.7 67.2 59.4 58.2 57.2
67.0 76.0 75.2 72.4 70.4 64.3 58.9 51.7 50.7 49.9
24-Hour CNEL (dBA)
74.6
Evening
Day
Evening
Energy Average
Night
Day
Night
Energy Average
Energy Average Average:
Average:
Average:
69.8 70.9 67.0
24-Hour Noise Level Measurement Summary
Hourly L eq dBA Readings (unadjusted)
L eq (dBA)
Night
Wednesday, February 10, 2021
24-Hour Daytime Nighttime
L3 - Located southwest of the Project site on Riverside Drive
near existing multi-family residential homes at 31120
Riverside Drive.61.859.061.064.270.470.169.769.870.070.469.369.175.372.270.271.271.271.571.170.269.068.066.965.835.040.045.050.055.060.065.070.075.080.085.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly Leq(dBA)Hour Beginning
Z:\Shared\UcJobs\_13600-14000\_13900\13900\03_Noise\Fieldwork\Measurement\13900_L3_R
Date:Location:Meter:Piccolo II JN:13900
Project:Lake Elsinore Starbucks Analyst:P. Mara
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%L eq Adj.Adj. L eq
0 48.0 58.0 40.8 57.6 56.8 54.8 52.7 47.0 43.9 41.5 41.2 40.9 48.0 10.0 58.0
1 45.9 55.9 41.1 55.2 54.3 51.9 49.7 45.0 43.0 41.6 41.4 41.2 45.9 10.0 55.9
2 45.7 55.2 40.6 54.5 53.7 51.4 49.5 45.2 43.2 41.2 41.0 40.8 45.7 10.0 55.7
3 49.7 60.5 41.4 60.0 59.3 57.1 54.8 47.8 44.6 42.1 41.7 41.4 49.7 10.0 59.7
4 55.5 65.7 45.0 65.0 64.2 62.0 60.4 55.8 50.8 46.3 45.7 45.2 55.5 10.0 65.5
5 55.4 64.5 46.7 63.9 63.2 61.5 60.0 55.8 52.3 48.0 47.5 46.9 55.4 10.0 65.4
6 56.9 66.5 49.2 66.1 65.4 62.8 60.8 56.8 54.0 50.5 50.0 49.4 56.9 10.0 66.9
7 58.5 68.3 50.1 67.8 66.9 64.6 63.0 58.3 55.1 51.5 50.9 50.3 58.5 0.0 58.5
8 63.9 73.9 50.9 73.2 72.1 69.8 68.8 63.0 61.7 52.9 52.2 51.3 63.9 0.0 63.9
9 59.5 71.0 49.0 70.5 69.6 66.6 64.3 57.7 54.2 50.4 49.8 49.2 59.5 0.0 59.5
10 60.0 69.7 53.1 69.2 68.5 66.1 64.4 59.4 56.6 53.8 53.4 53.1 60.0 0.0 60.0
11 59.1 70.6 48.7 70.2 69.3 66.2 63.7 57.3 53.5 50.0 49.4 48.8 59.1 0.0 59.1
12 59.3 69.8 49.2 69.3 68.4 65.8 63.6 59.0 55.6 50.6 50.0 49.3 59.3 0.0 59.3
13 60.8 72.9 49.1 72.2 71.3 68.0 65.7 58.2 54.1 50.4 49.8 49.3 60.8 0.0 60.8
14 60.4 78.8 60.9 78.0 77.2 74.3 72.4 64.8 63.1 61.4 61.2 61.0 60.4 0.0 60.4
15 63.2 76.3 49.6 75.8 74.8 70.9 66.9 58.8 54.5 50.8 50.3 49.7 63.2 0.0 63.2
16 58.4 69.5 49.7 68.8 67.8 64.8 62.9 57.5 54.3 50.9 50.4 49.8 58.4 0.0 58.4
17 59.2 69.9 50.2 69.4 68.6 65.6 63.5 58.3 54.9 51.6 50.9 50.3 59.2 0.0 59.2
18 58.2 68.7 49.2 68.2 67.4 64.8 62.8 57.5 54.1 50.6 50.0 49.4 58.2 0.0 58.2
19 56.6 67.2 48.1 66.6 65.8 63.0 61.1 55.7 52.8 49.4 48.8 48.2 56.6 5.0 61.6
20 57.3 67.8 48.0 67.3 66.6 63.7 61.6 56.4 53.3 49.4 48.7 48.1 57.3 5.0 62.3
21 62.2 73.6 58.0 73.1 72.5 69.7 67.7 64.9 63.4 60.6 59.8 58.7 62.2 5.0 67.2
22 56.1 68.0 45.4 67.3 66.0 62.8 60.6 54.7 50.7 46.6 46.1 45.5 56.1 10.0 66.1
23 53.1 63.7 44.0 63.0 61.9 60.0 58.3 52.3 48.1 44.9 44.5 44.1 53.1 10.0 63.1
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%
Min 58.2 68.3 48.7 67.8 66.9 64.6 62.8 57.3 53.5 50.0 49.4 48.8
Max 63.9 78.8 60.9 78.0 77.2 74.3 72.4 64.8 63.1 61.4 61.2 61.0
60.5 71.0 70.2 67.3 65.2 59.1 56.0 52.1 51.5 51.0
Min 56.6 67.2 48.0 66.6 65.8 63.0 61.1 55.7 52.8 49.4 48.7 48.1
Max 62.2 73.6 58.0 73.1 72.5 69.7 67.7 64.9 63.4 60.6 59.8 58.7
59.4 69.0 68.3 65.5 63.5 59.0 56.5 53.1 52.4 51.7
Min 45.7 55.2 40.6 54.5 53.7 51.4 49.5 45.0 43.0 41.2 41.0 40.8
Max 56.9 68.0 49.2 67.3 66.0 62.8 60.8 56.8 54.0 50.5 50.0 49.4
53.5 61.4 60.6 58.2 56.3 51.1 47.8 44.7 44.3 43.9
53.5
24-Hour Noise Level Measurement Summary
Hourly L eq dBA Readings (unadjusted)
L eq (dBA)
Night
Wednesday, February 10, 2021
24-Hour Daytime Nighttime
L4 - Located west of the Project site on Fraser Drive near
existing single-family residential home at 31115 Fraser Drive.
24-Hour CNEL (dBA)
62.4
Evening
Day
Evening
Energy Average
Night
Day
Night
Energy Average
Energy Average Average:
Average:
Average:
58.7 60.348.045.945.749.755.555.456.958.563.959.560.059.159.360.860.463.258.459.258.256.657.362.256.153.135.040.045.050.055.060.065.070.075.080.085.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly Leq(dBA)Hour Beginning
Z:\Shared\UcJobs\_13600-14000\_13900\13900\03_Noise\Fieldwork\Measurement\13900_L4_H
Date:Location:Meter:Piccolo II JN:13900
Project:Lake Elsinore Starbucks Analyst:P. Mara
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%L eq Adj.Adj. L eq
0 50.1 63.8 37.7 63.1 62.0 57.9 52.6 44.4 41.0 38.4 38.2 37.9 50.1 10.0 60.1
1 51.2 57.6 45.7 57.3 56.9 55.9 55.1 51.7 49.7 47.0 46.4 45.9 51.2 10.0 61.2
2 44.6 55.4 36.0 54.8 54.2 51.9 49.4 43.1 40.0 37.0 36.6 36.1 44.6 10.0 54.6
3 47.9 57.9 38.5 57.5 56.8 54.9 53.7 47.2 42.8 39.3 39.0 38.6 47.9 10.0 57.9
4 51.4 60.8 39.7 60.3 59.8 58.3 56.6 51.4 47.1 41.2 40.3 39.8 51.4 10.0 61.4
5 55.4 65.0 46.2 64.6 64.1 61.5 59.7 55.4 51.9 48.4 47.6 46.5 55.4 10.0 65.4
6 55.2 63.5 47.9 63.0 62.3 60.5 59.2 55.7 53.1 49.5 48.9 48.1 55.2 10.0 65.2
7 60.8 71.0 53.5 70.7 70.4 68.9 68.2 64.9 61.2 56.4 55.1 53.8 60.8 0.0 60.8
8 54.8 62.7 46.3 62.2 61.7 60.3 59.2 55.4 52.5 48.1 47.1 46.5 54.8 0.0 54.8
9 56.8 66.2 49.5 65.7 65.2 63.0 60.8 56.7 54.1 50.6 50.1 49.6 56.8 0.0 56.8
10 56.1 65.6 46.3 65.1 64.6 62.6 60.7 55.9 52.8 48.3 47.4 46.5 56.1 0.0 56.1
11 57.2 66.5 48.7 65.7 64.9 63.4 62.0 57.1 53.9 50.3 49.7 48.8 57.2 0.0 57.2
12 58.9 69.2 51.5 68.6 67.7 65.1 62.5 58.0 56.0 53.0 52.4 51.7 58.9 0.0 58.9
13 57.7 67.5 50.1 66.8 65.9 63.4 61.9 57.6 55.0 51.5 50.9 50.3 57.7 0.0 57.7
14 58.2 67.8 50.3 67.2 66.4 64.3 62.4 58.3 54.9 51.5 51.0 50.4 58.2 0.0 58.2
15 58.2 70.4 50.5 67.8 66.5 64.0 62.3 57.5 55.0 51.8 51.2 50.7 58.2 0.0 58.2
16 59.8 70.1 50.8 69.6 68.8 66.2 64.3 59.0 56.1 52.4 51.6 51.0 59.8 0.0 59.8
17 58.7 67.7 52.1 67.1 66.4 64.2 62.6 58.6 56.5 53.5 52.9 52.3 58.7 0.0 58.7
18 59.0 68.8 50.5 68.3 67.7 65.7 63.6 58.3 55.5 51.8 51.3 50.6 59.0 0.0 59.0
19 58.5 69.1 49.5 68.1 67.0 65.0 63.0 57.8 55.1 51.1 50.4 49.6 58.5 5.0 63.5
20 55.6 65.6 46.1 65.1 64.6 62.2 59.7 55.1 52.1 47.8 47.0 46.3 55.6 5.0 60.6
21 55.9 70.4 44.0 70.1 69.6 67.0 64.7 54.5 50.2 45.3 44.7 44.2 55.9 5.0 60.9
22 54.6 65.3 43.8 64.7 64.1 61.9 59.2 53.7 49.9 45.1 44.4 43.9 54.6 10.0 64.6
23 54.4 65.5 43.8 64.9 64.1 61.9 59.6 52.9 48.9 45.0 44.4 44.0 54.4 10.0 64.4
Timeframe Hour L eq L max L min L1%L2%L5%L8%L25%L50%L90%L95%L99%
Min 54.8 62.7 46.3 62.2 61.7 60.3 59.2 55.4 52.5 48.1 47.1 46.5
Max 60.8 71.0 53.5 70.7 70.4 68.9 68.2 64.9 61.2 56.4 55.1 53.8
58.3 67.1 66.3 64.3 62.5 58.1 55.3 51.6 50.9 50.2
Min 55.6 65.6 44.0 65.1 64.6 62.2 59.7 54.5 50.2 45.3 44.7 44.2
Max 58.5 70.4 49.5 70.1 69.6 67.0 64.7 57.8 55.1 51.1 50.4 49.6
56.9 67.8 67.1 64.7 62.5 55.8 52.5 48.0 47.4 46.7
Min 44.6 55.4 36.0 54.8 54.2 51.9 49.4 43.1 40.0 37.0 36.6 36.1
Max 55.4 65.5 47.9 64.9 64.1 61.9 59.7 55.7 53.1 49.5 48.9 48.1
52.8 61.1 60.5 58.3 56.1 50.6 47.1 43.4 42.9 42.3
24-Hour CNEL (dBA)
60.9
Evening
Day
Evening
Energy Average
Night
Day
Night
Energy Average
Energy Average Average:
Average:
Average:
56.7 58.0 52.8
24-Hour Noise Level Measurement Summary
Hourly L eq dBA Readings (unadjusted)
L eq (dBA)
Night
Wednesday, February 10, 2021
24-Hour Daytime Nighttime
L5 - Located northwest of the Project site near the Learn4Life
Lake Elsinore - Innovation High School at 16667 Lakeshore
Drive.50.151.244.647.951.455.455.260.854.856.856.157.258.957.758.258.259.858.759.058.555.655.954.654.435.040.045.050.055.060.065.070.075.080.085.0
0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23Hourly Leq(dBA)Hour Beginning
Z:\Shared\UcJobs\_13600-14000\_13900\13900\03_Noise\Fieldwork\Measurement\13900_L5_L
13900-05 Noise Assessment
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13900-05 Noise Assessment
APPENDIX C
CITY OF LAKE ELSINORE MUNICIPAL CODE NOISE STANDARDS
13900-05 Noise Assessment
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Lake Elsinore Municipal Code
Chapter 17.176 NOISE CONTROL
Page 1/12
The Lake Elsinore Municipal Code is current through Ordinance 1438, passed September 22, 2020.
Chapter 17.176
NOISE CONTROL
Sections:
17.176.010 Purpose.
17.176.020 Definitions.
17.176.030 Authority and duties of the Noise Control Office(r) (NCO).
17.176.040 General noise regulations.
17.176.050 Noise measurement procedure.
17.176.060 Exterior noise limits.
17.176.070 Interior noise standards.
17.176.080 Prohibited acts.
17.176.090 Motor vehicles operating on public right-of-way.
17.176.100 Special provisions – Exemptions.
17.176.110 Special variances.
17.176.010 Purpose.
In order to control unnecessary, excessive and annoying noise and vibration in the City, it is hereby declared to be
the policy of the City to prohibit such noise and vibration generated from or by all sources as specified in this
chapter. It shall be the policy of the City to maintain quiet in those areas which exhibit low noise levels and to
implement programs aimed at reducing noise in those areas within the City where noise levels are above acceptable
values.
It is determined that certain noise levels and vibrations are detrimental to the public health, welfare and safety, and
are contrary to public interest. Therefore, the City Council does ordain and declare that creating, maintaining,
causing or allowing to be created, caused or maintained, any noise or vibration in a manner prohibited by or not in
conformity with the provisions of this chapter, is a public nuisance and shall be punishable as such. [Ord. 772 §
17.78.010, 1986. Code 1987 § 17.78.010].
17.176.020 Definitions.
All terminology used in this chapter, not defined below, shall be in conformance with applicable publications of the.
American National Standards Institute (ANSI) or its successor body.
The following words, phrases and terms as used in this chapter shall have the meaning as indicated below:
“A-weighted sound level” means the sound level in decibels as measured on a sound level meter using the
A-weighting network. The level so read is designated dB(A) or dBA.
“Agricultural property” means a parcel of real property of not less than 10 contiguous acres in size, which is
undeveloped for any use other than agricultural purposes.
“Ambient noise level” means the composite of noise from all sources near and far. In this context, the ambient noise
level constitutes the normal of existing level of environmental noise at a given location.
“Commercial area” means property which is zoned for commercial purposes, including, but not limited to, retail and
wholesale businesses, personal services, and professional offices.
“Construction” means any site preparation, assembly, erection, substantial repair, alteration, or similar action, for or
of public or private rights-of-way, structures, utilities or similar property.
“Cumulative period” means an additive period of time composed of individual time segments which may be
continuous or interrupted.
“Decibel” means a unit for measuring the amplitude of a sound, equal to 20 times the logarithm to the ratio of the
sound measured to the reference pressure, which is 20 micropascals.
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The Lake Elsinore Municipal Code is current through Ordinance 1438, passed September 22, 2020.
“Demolition” means any dismantling, intentional destruction or removal of structures, utilities, public or private
right-of-way surfaces, or similar property.
“Emergency work” means any work performed for the purpose of preventing or alleviating the physical trauma or
property damage threatened or caused by an emergency.
“Fixed noise source” means a stationary device which creates sounds while fixed or motionless, including, but not
limited to, residential, agricultural, industrial and commercial machinery and equipment, pumps, fans, compressors,
air conditioners, and refrigeration.
“Gross vehicle weight rating (GVWR)” means the value specified by the manufacturer as the recommended
maximum loaded weight of a single motor vehicle. In cases where trailers and tractors are separable, the gross
combination weight rating, which is the value specified by the manufacturer as the recommended maximum loaded
weight of the combination vehicle, shall be used.
“Impulsive sound” means sound of short duration, usually less than one second, with an abrupt onset and rapid
decay. Examples of sources of impulsive sound include explosions, drop forge impacts, and the discharge of
firearms.
“Industrial area” means property which is zoned for manufacturing and related uses.
“Intrusive noise” means that noise which intrudes over and above the existing ambient noise at a given location. The
relative intrusiveness of a sound depends upon its amplitude, duration, frequency and time of occurrence, and tonal
or informational content as well as the prevailing ambient noise level.
“Licensed” means the possession of a formal license or a permit issued by the appropriate jurisdictional authority;
or, where no permits or licenses are issued, the sanctioning of the activity by the jurisdiction as noted in public
record.
“Mobile noise source” means any noise source other than a fixed source.
“Motor vehicle” shall include any and all self-propelled vehicles as defined in the California Motor Vehicle Code,
including all on-highway type motor vehicles subject to registration under said code, and all off-highway type motor
vehicles subject to identification under said code.
“Motorboat” means any vessel propelled by machinery, whether or not such machinery is the principal source of
propulsion but shall not include a vessel which has a valid marine document issued by the Bureau of Customs of the
United States government or any Federal agency successor thereto (Section 651(d), Harbors and Navigation Code).
“Muffler or sound dissipative device” means a device consisting of a series of chambers or baffle plates, or other
mechanical design, for the purpose of receiving exhaust gas from an internal combustion engine, and effective in
reducing noise.
“Noise Control Officer (NCO)” means a person or persons designated by the Community Development Director as
responsible for enforcement of this chapter.
“Noise disturbance” means any sound which, as judged by the Noise Control Officer, (1) endangers or injures the
safety or health of human beings or animals, or (2) annoys or disturbs reasonable persons of normal sensitivities, or
(3) endangers or injures personal or real property, or (4) violates the factors set forth in LEMC 17.176.040.
Compliance with the quantitative standards as listed herein shall constitute elimination of a noise disturbance.
“Noise sensitive zone” means any area designated pursuant to LEMC 17.176.070 for the purpose of ensuring
exceptional quiet.
“Noise zone” means any defined areas or regions of a generally consistent land use wherein the ambient noise levels
are within a range of five dB.
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The Lake Elsinore Municipal Code is current through Ordinance 1438, passed September 22, 2020.
“Person” means any individual, association, partnership, or corporation, and includes any officer, employee,
department, agency or instrumentality of a State or any political subdivision of a State.
“Powered model vehicle” means any self-propelled, airborne, waterborne, or land-borne plane, vessel, or vehicle,
which is not designed to carry persons, including, but not limited to, any model airplane, boat, car, or rocket.
“Public right-of-way” means any street, avenue, boulevard, highway, sidewalk or alley or similar place which is
owned or controlled by a governmental entity.
“Public space” means any real property or structures thereon which are owned or controlled by a governmental
entity.
“Pure tone” means any sound which can be judged as audible as a single pitch or a set of single pitches by the Noise
Control Officer. For the purposes of this chapter, a pure tone shall exist if the one-third octave band sound pressure
level in the band with the tone exceeds the arithmetric average of the sound pressure levels of the two contiguous
one-third octave bands by five dB for center frequencies of 500 Hz and above and by eight dB for center frequencies
between 160 and 400 Hz and by 15 dB for center frequencies less than or equal to 125 Hz.
“Real property boundary” means an imaginary line along the ground surface, and its vertical extension, which
separates the real property owned by one person from that owned by another person, but not including intrabuilding
real property divisions.
“Residential area” means property which is zoned for residential uses.
“Sound amplifying equipment” means any device for the amplification of the human voice, music, or any other
sound, excluding standard automobile radios when used and heard only by the occupants of the vehicle in which the
radio is installed, and, as used in this chapter, warning devices on authorized emergency vehicles or horns or other
warning devices on any vehicle used only for traffic safety purposes.
“Sound level meter” means an instrument, including a microphone, an amplifier, an output meter, and frequency
weighting networks for the measurement of sound levels, which meets or exceeds the requirements pertinent for
type S2A meters in American National Standards Institute specifications for sound level meters, S1.4-1971, or the
most recent revision thereof.
“Sound truck” means any motor vehicle, or any other vehicle, regardless of motive power, whether in motion or
stationary, having mounted thereon, or attached thereto, any sound amplifying equipment.
“Vibration perception threshold” means the minimum ground- or structure-borne vibrational motion necessary to
cause a normal person to be aware of the vibration by such direct means as, but not limited to, sensation by touch or
visual observation of moving objects. The perception threshold shall be presumed to be a motion velocity of 0.01
inches per second over the range of one to 100 Hz.
“Weekday” means any day, Monday through Friday, which is not a legal holiday. [Ord. 772 § 17.78.020, 1986.
Code 1987 § 17.78.020].
17.176.030 Authority and duties of the Noise Control Office(r) (NCO).
A. Lead Agency. The noise control program established by this chapter shall be administered by the Community
Development Director.
B. Powers. In order to implement and enforce this chapter and for the general purpose of noise abatement and
control, the NCO shall have, in addition to any other authority vested in it, the power to:
1. Conduct, or cause to be conducted, studies, research, and monitoring related to noise, including joint
cooperative investigation with public or private agencies, and the application for, and acceptance of, grants.
2. On all public and private projects which are likely to cause noise in violation of this chapter and which are
subject to mandatory review or approval by other departments.
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The Lake Elsinore Municipal Code is current through Ordinance 1438, passed September 22, 2020.
a. Review for compliance with the intent and provisions of this chapter.
b. Require sound analyses which identify existing and projected noise sources and associated noise levels.
c. Require usage of adequate measures to avoid violation of any provision of this chapter.
3. Upon presentation of proper credentials, enter and/or inspect any private property, place, report, or records at
any time when granted permission by the owner or by some other person with apparent authority to act for the
owner. When permission is refused or cannot be obtained, a search warrant may be obtained from a court of
competent jurisdiction upon showing of probable cause to believe that a violation of this chapter may exist.
Such inspection may include administration of any necessary tests.
4. Prepare recommendations, to be approved by the City Council, for the designation of noise sensitive zones
which contain noise sensitive activities.
5. Prepare recommendations, based upon noise survey data and analytical studies, to be approved by the City
Council, for the designation of zones of similar ambient environmental noise within regions of generally
consistent land use. These zones shall be identified in terms of their day and nighttime ambient noise levels and
their land use classifications as given in LEMC 17.176.060, Table 1. [Ord. 772 § 17.78.030, 1986. Code 1987 §
17.78.030].
17.176.040 General noise regulations.
Notwithstanding any other provision of this chapter, and in addition thereto, it shall be unlawful for any person to
willfully or negligently make or continue, or cause to be made or continued, any loud, unnecessary, or unusual noise
which disturbs the peace and quiet of any neighborhood or which causes any discomfort or annoyance to any
reasonable person of normal sensitiveness residing in the area.
The factors which shall be considered in determining whether a violation of the provisions of this section exists shall
include, but not be limited to, the following:
A. The sound level of the objectionable noise.
B. The sound level of the ambient noise.
C. The proximity of the noise to residential sleeping facilities.
D. The nature and zoning of the area within which the noise emanates.
E. The number of persons affected by the noise source.
F. The time of day or night the noise occurs.
G. The duration of the noise and its tonal, informational or musical content.
H. Whether the noise is continuous, recurrent, or intermittent.
I. Whether the noise is produced by a commercial or noncommercial activity. [Ord. 772 § 17.78.040, 1986. Code
1987 § 17.78.040].
17.176.050 Noise measurement procedure.
A. Upon receipt of a complaint from a citizen, the Noise Control Office(r) or his agent, equipped with sound level
measurement equipment satisfying the requirements specified in LEMC 17.176.020, shall investigate the complaint.
The investigation shall consist of a measurement and the gathering of data to adequately define the noise problem
and shall include the following:
1. Nonacoustic Data.
a. Type of noise source.
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The Lake Elsinore Municipal Code is current through Ordinance 1438, passed September 22, 2020.
b. Location of noise source relative to complainant’s property.
c. Time period during which noise source is considered by complainant to be intrusive.
d. Total duration of noise produced by noise source.
e. Date and time of noise measurement survey.
B. Noise Measurement Procedure. Utilizing the A-weighting scale of the sound level meter and the “slow” meter
response (use “fast” response for impulsive type sounds), the noise level shall be measured at a position or positions
at any point on the receiver’s property.
In general, the microphone shall be located four to five feet above the ground; 10 feet or more from the nearest
reflective surface where possible. However, in those cases where another elevation is deemed appropriate, the latter
shall be utilized. If the noise complaint is related to interior noise levels, interior noise measurements shall be made
within the affected residential unit. The measurements shall be made at a point at least four feet from the wall,
ceiling, or floor nearest the noise source, with windows in the normal seasonal configuration. Calibration of the
measurement equipment, utilizing an acoustic calibration, shall be performed immediately prior to recording any
noise data. [Ord. 772 § 17.78.050, 1986. Code 1987 § 17.78.050].
17.176.060 Exterior noise limits.
A. Maximum Permissible Sound Levels by Receiving Land Use.
1. The noise standards for the various categories of land use identified by the Noise Control Office(r) as
presented in Table 1 shall, unless otherwise specifically indicated, apply to all such property within a
designated zone.
2. No person shall operate, or cause to be operated, any source of sound at any location within the incorporated
City or allow the creation of any noise on property owned, leased, occupied or otherwise controlled by such
person, which causes the noise level when measured on any other property, either incorporated or
unincorporated, to exceed:
a. The noise standard for that land use as specified in Table 1 for a cumulative period of more than 30
minutes in any hour; or
b. The noise standard plus five dB for a cumulative period of more than 15 minutes in any hour; or
c. The noise standard plus 10 dB for a cumulative period of more than five minutes in any hour; or
d. The noise standard plus 15 dB for a cumulative period of more than one minute in any hour; or
e. The noise standard plus 20 dB or the maximum measured ambient level, for any period of time.
3. If the measured ambient level differs from that permissible within any of the fast four noise limit categories
above, the allowable noise exposure standard shall be adjusted in five dB increments in each category as
appropriate to encompass or reflect said ambient noise level.
In the event the ambient noise level exceeds the fifth noise limit category, the maximum allowable noise level under
this category shall be increased to reflect the maximum ambient noise level
4. If the measurement location is on a boundary between two different zones, the noise level limit applicable to
the lower noise zone plus six dB shall apply.
5. If possible, the ambient noise shall be measured at the same location along the property line utilized in
subsection (A)(2) of this section with the alleged offending noise source inoperative. If, for any reason, the
alleged offending noise source cannot be shut down, the ambient noise must be estimated by performing a
measurement in the same general area of the source but at a sufficient distance such that the noise from the
source is at least 10 dB below the ambient in order that only the ambient level be measured. If the difference
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The Lake Elsinore Municipal Code is current through Ordinance 1438, passed September 22, 2020.
between the ambient and the noise source is five to 10 dB, then the level of the ambient itself can be reasonably
determined by subtracting a one-decibel correction to account for the contribution of the source.
B. Correction for Character of Sound. In the event the alleged offensive noise, as judged by the Noise Control
Officer, contains a steady, audible tone such as a whine, screech, or hum, or is a repetitive noise such as hammering
or riveting, or contains music or speech conveying informational content, the standard limits set forth in Table 1
shall be reduced by five dB.
TABLE 1
EXTERIOR NOISE LIMITS
(Levels Not to Be Exceeded More Than 30 Minutes in Any Hour)
Receiving Land Use Category Time Period Noise Level (dBA)
Single-Family Residential 10:00 p.m. – 7:00 a.m.
7:00 a.m. – 10:00 p.m.
40
50
Multiple Dwelling Residential 10:00 p.m. – 7:00 a.m.
7:00 a.m. – 10:00 p.m.
45
50
Public Space
Limited Commercial and Office 10:00 p.m. – 7:00 a.m.
7:00 a.m. – 10:00 p.m.
55
60
General Commercial 10:00 p.m. – 7:00 a.m.
7:00 a.m. – 10:00 p.m.
60
65
Light Industrial Anytime 70
Heavy Industrial Anytime 75
[Ord. 772 § 17.78.060, 1986. Code 1987 § 17.78.060].
17.176.070 Interior noise standards.
A. Maximum Permissible Dwelling Interior Sound Levels.
1. The interior noise standards for multifamily residential dwellings as presented in Table 2 shall apply, unless
otherwise specifically indicated, within all such dwellings with windows in their normal seasonal configuration.
TABLE 2
Noise Zone Type of Land Use Time Internal Allowable Interior Noise
Level (dBA)
All Multifamily Residential 10:00 p.m. – 7:00 a.m.
7:00 a.m. – 10:00 p.m.
35
45
2. No person shall operate or cause to be operated within a dwelling unit, any source of sound or allow the
creation of any noise which causes the noise level when measured inside a neighboring receiving dwelling unit
to exceed:
a. The noise standard as specified in Table 2 for a cumulative period of more than five minutes in any
hour; or
b. The noise standard plus five dB for a cumulative period of more than one minute in any hour; or
c. The noise standard plus 10 dB or the maximum measured ambient, for any period of time.
3. If the measured ambient level differs from that permissible within any of the noise limit categories above, the
allowable noise exposure standard shall be adjusted in five dB increments in each category as appropriate to
reflect said ambient noise level.
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The Lake Elsinore Municipal Code is current through Ordinance 1438, passed September 22, 2020.
B. Correction for Character of Sound. In the event the alleged offensive noise, as judged by the Noise Control
Officer, contains a steady, audible tone such as a whine, screech, or hum, or is a repetitive noise such as hammering
or riveting, or contains music or speech conveying informational content, the standard limits set forth in Table 2
shall be reduced by five dB. [Ord. 772 § 17.78.070, 1986. Code 1987 § 17.78.070].
17.176.080 Prohibited acts.
No person shall unnecessarily make, continue, or cause to be made or continued, any noise disturbance. The
following acts, and the causing or permitting thereof, are declared to be in violation of this chapter:
A. Operating, playing or permitting the operation or playing of any radio, television set, phonograph, drum, musical
instrument, or similar device which produces or reproduces sound:
1. Between the hours of 10:00 p.m. and 7:00 a.m. in such a manner as to create a noise disturbance across a
residential or commercial real property line or at any time to violate the provisions of LEMC 17.176.060(A),
except for which a variance has been issued by the City.
2. In such a manner as to exceed the levels set forth for public space in Table 1, measured at a distance of at
least 50 feet (15 meters) from such device operating on a public right-of-way or public space.
B. Using or operating for any purpose any loudspeaker, loudspeaker system, or similar device between the hours of
10:00 p.m. and 7:00 a.m., such that the sound therefrom creates a noise disturbance across a residential real property
line, or at any time violates the provisions of LEMC 17.176.060(A), except for any noncommercial public speaking,
public assembly or other activity for which a variance has been issued by the City.
C. Offering for sale, selling anything, or advertising by shouting or outcry within any residential or commercial area
or noise sensitive zone of the City except by variance issued by the City. The provisions of this section shall not be
construed to prohibit the selling by outcry of merchandise, food, and beverages at licensed sporting events, parades,
fairs, circuses, or other similar licensed public entertainment events.
D. Owning, possessing or harboring any animal or bird which frequently or for long duration, howls, barks, meows,
squawks, or makes other sounds which create a noise disturbance across a residential or commercial real property
line or within a noise sensitive zone. This provision shall not apply to public zoos.
E. Loading, unloading, opening, closing or other handling of boxes, crates, containers, building materials, garbage
cans, or similar objects between the hours of 10:00 p.m. and 7:00 a.m. in such a manner as to cause a noise
disturbance across a residential real property line or at any time to violate the provisions of LEMC 17.176.060(A).
F. Construction/Demolition.
1. Operating or causing the operation of any tools or equipment used in construction, drilling, repair, alteration,
or demolition work between weekday hours of 7:00 p.m. and 7:00 a.m., or at any time on weekends or
holidays, such that the sound therefrom creates a noise disturbance across a residential or commercial real
property line, except for emergency work of public service utilities or by variance issued by the City.
2. Noise Restrictions at Affected Properties. Where technically and economically feasible, construction
activities shall be conducted in such a manner that the maximum noise levels at affected properties will not
exceed those listed in the following schedule:
AT RESIDENTIAL PROPERTIES:
Mobile Equipment
Maximum noise levels for nonscheduled, intermittent, short-term operation (less than 10 days) of mobile equipment:
Type I Areas Single-Family
Residential
Type II Areas Multifamily
Residential
Type III Areas
Semi-Residential/Commercial
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The Lake Elsinore Municipal Code is current through Ordinance 1438, passed September 22, 2020.
Daily, except Sundays and Legal
Holidays 7:00 a.m. to 7:00 p.m.
75 dBA 80 dBA 85 dBA
Daily, 7:00 p.m. to 7:00 a.m. and
all day Sunday and Legal Holidays
60 dBA 65 dBA 70 dBA
Stationary Equipment
Maximum noise levels for repetitively scheduled and relatively long-term operation (period of 10 days or more) of stationary equipment:
Type I Areas Single-Family
Residential
Type II Areas Multifamily
Residential
Type III Areas
Semi-Residential/Commercial
Daily, except Sundays and Legal
Holidays 7:00 a.m. to 7:00 p.m.
60 dBA 65 dBA 70 dBA
Daily, 7:00 p.m. to 7:00 a.m. and
all day Sunday and Legal Holidays
50 dBA 55 dBA 60 dBA
AT BUSINESS PROPERTIES:
Mobile Equipment
Maximum noise levels for nonscheduled, intermittent, short-term operation of mobile equipment:
Daily, including Sundays and Legal Holidays, all hours: maximum of 85 dBA.
Stationary Equipment
Maximum noise levels for repetitively scheduled and relatively long-term operation of stationary equipment:
Daily, including Sundays and Legal Holidays, all hours: maximum of 75 dBA.
3. All mobile or stationary internal combustion engine powered equipment or machinery shall be equipped with
suitable exhaust and air intake silencers in proper working order.
G. Operating or permitting the operation of any device that creates a vibration which is above the vibration
perception threshold of any individual at or beyond the property boundary of the source if on private property or at
150 feet (46 meters) from the source if on a public space or public right-of-way.
H. Powered Model Vehicles. Operating or permitting the operation of powered model vehicles:
1. Between the hours of 7:00 p.m. and 7:00 a.m. so as to create a noise disturbance across a residential or
commercial real property line or at any time to violate the provisions of LEMC 17.176.060(A).
2. In such a manner as to exceed the levels set forth for public space land use in Table 1, measured at a distance
not less than 100 feet (30 meters) from any point on the path of a vehicle operating on public space or public
right-of-way.
I. Stationary Nonemergency Signaling Devices.
1. Sounding or permitting the sounding of any electronically amplified signal from any stationary bell, chime,
siren, whistle, or similar device, intended primarily for nonemergency purposes, from any place, for more than
10 seconds in any hourly period.
2. Houses of religious worship shall be exempt from the operation of this provision.
3. Sound sources covered by this provision and not exempted under subsection (I)(2) of this section shall be
exempted by a variance issued by the City.
J. Emergency Signaling Devices.
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The Lake Elsinore Municipal Code is current through Ordinance 1438, passed September 22, 2020.
1. The intentional sounding or permitting the sounding outdoors of any fire, burglar, or civil defense alarm,
siren, whistle, or similar stationary emergency signaling device, except for emergency purposes or for testing,
as provided in subsection (J)(2) of this section.
2. a. Testing of a stationary emergency signaling system shall not occur before 7:00 a.m. or after 7:00 p.m.
Any such testing shall use only the minimum cycle test time. In no case shall such test time exceed 60 seconds.
b. Testing of the complete emergency signaling system, including the functioning of the signaling device
and the personnel response to the signaling device, shall not occur more than once in each calendar month.
Such testing shall not occur before 7:00 a.m., or after 10:00 p.m. The time limit specified in subsection
(J)(2)(a) of this section shall not apply to such complete system testing.
3. Sounding or permitting the sounding of any exterior burglar or fire alarm or any motor vehicle burglar alarm
unless such alarm is terminated within 15 minutes of activation.
K. Noise Sensitive Zones.
1. Creating or causing the creation of any sound within any noise sensitive zone, so as to exceed the specified
land use noise standards set forth in LEMC 17.176.060(A); provided, that conspicuous signs are displayed
indicating the zone; or
2. Creating or causing the creation of any sound within or adjacent to any noise sensitive zone, containing a
hospital, nursing home, school, court or other designated area, so as to interfere with the functions of such
activity or annoy the occupants in the activity; provided, that conspicuous signs are displayed indicating the
presence of the zone.
L. Domestic Power Tools and Machinery.
1. Operating or permitting the operation of any mechanically powered saw, sander, drill, grinder, lawn or
garden tool, or similar tool between 10:00 p.m. and 7:00 a.m., so as to create a noise disturbance across a
residential or commercial real property line.
2. Any motor, machinery, pump, such as swimming pool equipment, etc., shall be sufficiently enclosed or
muffled and maintained so as not to create a noise disturbance in accordance with LEMC 17.176.060.
M. Residential Air-Conditioning or Air-Handling Equipment. Operating or permitting the operation of any
air-conditioning or air-handling equipment in such a manner as to exceed any of the following sound levels:
Measurement Location
Units Installed
before
1-1-80 dB(A)
Units Installed
on or after
1-1-80 dB(A)
Any point on neighboring
property line, 5 feet above
grade level, no closer than 3
feet from any wall. 60 55
Center of neighboring patio,
5 feet above grade level, no
closer than 3 feet from any
wall. 55 50
Outside the neighboring
living area window nearest
the equipment location, not
more than 3 feet from the
window opening, but at least
3 feet from any other
surface. 55 50
N. Places of Public Entertainment. Operating or permitting the operation or playing of any loudspeaker, musical
instrument, motorized racing vehicle, or other source of sound in any place of public entertainment that exceeds 95
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dBA as read on the slow response of a sound level meter at any point normally occupied by a customer, without a
conspicuous and legible sign stating:
WARNING! SOUND LEVELS WITHIN MAY CAUSE HEARING IMPAIRMENT.
[Ord. 772 § 17.78.080, 1986. Code 1987 § 17.78.080].
17.176.090 Motor vehicles operating on public right-of-way.
Motor vehicles noise limits on a public right-of-way are regulated as set forth in the California Motor Vehicle Code,
Sections 23130 and 23130.5. Equipment violations which create noise problems are covered under Sections 27150
and 27151. Any peace officer of any jurisdiction in California may enforce these provisions. Therefore, it shall be
the policy of the City to enforce these sections of the California Motor Vehicle Code.
A. Refuse Collection Vehicles.
1. No person shall collect refuse with a refuse collection vehicle between the hours of 7:00 p.m. and 7:00 a.m.
within or adjacent to a residential area or noise sensitive zone.
2. No person authorized to engage in waste disposal service or garbage collection shall operate any
truck-mounted waste or garbage loading and/or compacting equipment or similar device in any manner so as to
create any noise exceeding the following levels, measured at a distance of 50 feet from the equipment in an
open area:
a. New equipment purchased or leased on or after a date six months from the effective date of the
ordinance codified in this chapter: 80 dBA.
b. New equipment purchased or leased on or after 36 months from the effective date of the ordinance
codified in this chapter: 75 dBA.
c. Existing equipment, on or after five years from the effective date of the ordinance codified in this
chapter: 80 dBA.
B. Motor Vehicle Horns. It is unlawful for any person to sound a vehicular horn except as a warning signal (Motor
Vehicle Code, Section 27001).
C. Motorized Recreational Vehicles Operating off Public Right-of-Way. No person shall operate or cause to be
operated any motorized recreational vehicle off a public right-of-way in such a manner that the sound levels emitted
therefrom violate the provisions of LEMC 17.176.060(A). This section shall apply to all motorized recreational
vehicles whether or not duly licensed and registered, including, but not limited to, commercial or noncommercial
racing vehicles, motorcycles, go carts, amphibious craft, campers, snowmobiles and dune buggies, but not including
motorboats.
D. Reserved.
E. Vehicle, Motorboat, or Aircraft Repair and Testing.
1. Repairing, rebuilding, modifying, or testing any motor vehicle, motorboat, or aircraft in such a manner as to
create a noise disturbance across a residential real property line, or at any time to violate the provisions of
LEMC 17.176.060(A).
2. Nothing in this section shall be construed to prohibit, restrict, penalize, enjoin, or in any manner regulate the
movement of aircraft which are in all respects conducted in accordance with, or pursuant to, applicable Federal
laws or regulations.
F. Standing Motor Vehicles. No person shall operate or permit the operation of any motor vehicle with a gross
vehicle weight rating (GVWR) in excess of 10,000 pounds, or any auxiliary equipment attached to such a vehicle,
for a period longer than 15 minutes in any hour while the vehicle is stationary, for reasons other than traffic
congestion, on a public right-of-way or public space within 150 feet (46 meters) of a residential area or designated
Lake Elsinore Municipal Code
Chapter 17.176 NOISE CONTROL
Page 11/12
The Lake Elsinore Municipal Code is current through Ordinance 1438, passed September 22, 2020.
noise sensitive zone, between the hours of 10:00 p.m. and 7:00 a.m. [Ord. 984, 1994; Ord. 772 § 17.78.090, 1986.
Code 1987 § 17.78.090].
17.176.100 Special provisions – Exemptions.
The following activities shall be exempted from the provisions of this chapter:
A. The emission of sound for the purpose of alerting persons to the existence of an emergency.
B. The emission of sound in the performance of emergency work.
C. Warning devices necessary for the protection of public safety, as for example, police, fire and ambulance sirens,
and train horns.
D. Regularly scheduled school bands, school athletic and school entertainment events between the hours of 8:45
a.m. and 10:00 p.m., provided a special events permit is also required for band activities on City streets.
E. Regularly scheduled activities conducted on public parks, public playgrounds, and public or private school
grounds. However, the use of public address or amplified music systems is not permitted to exceed the exterior noise
standard of adjacent property at the property line.
F. All mechanical devices, apparatus or equipment which are utilized for the protection or salvage of agricultural
crops during periods of potential or actual frost damage or other adverse weather conditions.
G. Mobile noise sources associated with agricultural pest control through pesticide application; provided, that the
application is made in accordance with restricted material permits issued by or regulations enforced by the
Agricultural Commissioner.
H. Mobile noise sources associated with agricultural operations, provided such operations take place on Monday
through Friday, excepting legal holidays, between the hours of 7:00 a.m. and 6:00 p.m. All other operations shall
comply with this chapter.
I. Noise sources associated with the maintenance of real property, provided such operations take place on Monday
through Friday, excepting legal holidays, between the hours of 7:00 a.m. and 6:00 p.m., or on holidays and
weekends between the hours of 9:00 a.m. and 6:00 p.m. All other operations shall comply with this chapter.
J. Any activity to the extent that regulation thereof has been preempted by State or Federal law. [Ord. 772 §
17.78.100, 1986. Code 1987 § 17.78.100].
17.176.110 Special variances.
A. The NCO is authorized to grant variances for exemption from any provision of this chapter, subject to limitations
as to area, noise levels, time limits, and other terms and conditions as the NCO determines are appropriate to protect
the public health, safety, and welfare from the noise emanating therefrom. This section shall in no way affect the
duty to obtain any permit or license required by law for such activities.
B. Any person seeking a variance pursuant to this section shall file an application with the NCO. The application
shall contain information which demonstrates that bringing the source of sound or activity for which the variance is
sought into compliance with this chapter would constitute an unreasonable hardship on the applicant, on the
community, or on other persons. The application shall be accompanied by a fee. A separate application shall be filed
for each noise source; provided, however, that several mobile sources under common ownership, or several fixed
sources on a single property may be combined into one application. Notice of an application for a variance shall be
published according to City code. Any individual who claims to be adversely affected by allowance of the variance
may file a statement with the NCO containing any information to support his claim. If at any time the NCO finds
that a sufficient controversy exists regarding an application, a public hearing will be held.
C. In determining whether to grant or deny the application, the NCO shall balance the hardship on the applicant, the
community, and other persons of not granting the variance against the adverse impact on the health, safety, and
welfare of persons affected, the adverse impact on property affected, and any other adverse impacts of granting the
variance. Applicants for variances and persons contesting variances may be required to submit such information as
Lake Elsinore Municipal Code
Chapter 17.176 NOISE CONTROL
Page 12/12
The Lake Elsinore Municipal Code is current through Ordinance 1438, passed September 22, 2020.
the NCO may reasonably require. In granting or denying an application, the NCO shall keep on public file a copy of
the decision and the reasons for denying or granting the variance.
D. Variances shall be granted by notice to the applicant containing all necessary conditions, including a time limit
on the permitted activity. The variance shall not become effective until all conditions are agreed to by the applicant.
Noncompliance with any condition of the variance shall terminate the variance and subject the person holding it to
those provisions of this chapter for which the variance was granted.
E. A variance will not exceed 365 days from the date on which it was granted. Application for extension of time
limits specified in variances or for modification of other substantial conditions shall be treated like applications for
initial variances under subsection (B) of this section. [Ord. 772 § 17.78.110, 1986. Code 1987 § 17.78.110].
13900-05 Noise Assessment
APPENDIX D
OPERATIONAL NOISE LEVEL CALCULATIONS
13900-05 Noise Assessment
This page intentionally left blank
13900 ‐ Starbuck Lake Elsinore
CadnaA Noise Prediction Model: 13900_04.cna
Date: 30.03.21
Analyst: B. Lawson
Calculation Configuration
Configuration
Parameter Value
General
Country (user defined)
Max. Error (dB)0.00
Max. Search Radius (#(Unit,LEN))2000.01
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit,LEN))999.99
Min. Length of Section (#(Unit,LEN))1.01
Min. Length of Section (%)0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Reference Time Day (min)960.00
Reference Time Night (min)480.00
Daytime Penalty (dB)0.00
Recr. Time Penalty (dB)5.00
Night‐time Penalty (dB)10.00
DTM
Standard Height (m)0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 2
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source ‐ Rcvr 1000.00 1000.00
Min. Distance Rvcr ‐ Reflector 1.00 1.00
Min. Distance Source ‐ Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst. within Area Src do not shield On
Screening Incl. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP))10
rel. Humidity (%)70
Ground Absorption G 0.50
Wind Speed for Dir. (#(Unit,SPEED))3.0
Roads (RLS‐90)
Strictly acc. to RLS‐90
Railways (FTA/FRA)
Aircraft (???)
Strictly acc. to AzB
Receiver Noise Levels
Name M.ID Level Lr Limit. Value Land Use Height Coordinates
Day Night CNEL Day Night CNEL Type Auto Noise Type X Y Z
(dBA)(dBA)(dBA)(dBA)(dBA)(dBA)(ft)(ft)(ft)(ft)
RECEIVERS R1 33.0 32.7 39.3 50.0 40.0 0.0 5.00 a 6222242.10 2194801.52 5.00
RECEIVERS R2 36.5 36.3 42.9 50.0 40.0 0.0 5.00 a 6222008.95 2194292.91 5.00
RECEIVERS R3 30.6 30.3 36.9 50.0 40.0 0.0 5.00 a 6221749.62 2194120.39 5.00
RECEIVERS R4 35.5 35.3 42.0 50.0 40.0 0.0 5.00 a 6221494.63 2194435.06 5.00
RECEIVERS R5 27.6 27.6 34.2 50.0 40.0 0.0 5.00 a 6221523.93 2194705.02 5.00
Point Source(s)
Name M.ID Result. PWL Lw / Li Operating Time K0 Height Coordinates
Day Evening Night Type Value norm.Day Special Night X Y Z
(dBA)(dBA)(dBA)dB(A)(min)(min)(min)(dB)(ft)(ft)(ft)(ft)
POINTSOURCE TRASH02 89.0 89.0 89.0 Lw 89 150.00 0.00 90.00 0.0 5.00 a 6221839.28 2194457.60 5.00
POINTSOURCE TRASH01 89.0 89.0 89.0 Lw 89 150.00 0.00 90.00 0.0 5.00 a 6221834.79 2194461.06 5.00
POINTSOURCE AC01 79.0 79.0 79.0 Lw 79 0.0 5.00 g 6221845.20 2194524.04 25.00
POINTSOURCE AC02 79.0 79.0 79.0 Lw 79 0.0 5.00 g 6221868.53 2194506.58 25.00
POINTSOURCE PARKING01 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6221779.53 2194498.29 5.00
POINTSOURCE PARKING02 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6221794.56 2194485.50 5.00
POINTSOURCE PARKING03 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6221811.86 2194474.16 5.00
POINTSOURCE PARKING04 73.0 73.0 73.0 Lw 73 0.0 5.00 a 6221818.62 2194468.38 5.00
POINTSOURCE SPEAKER01 92.0 92.0 92.0 Lw 92 0.0 5.00 a 6221815.48 2194518.16 5.00
Urban Crossroads, Inc.
Line Source(s)
Name M.ID Result. PWL Result. PWL'Lw / Li Operating Time Moving Pt. Src Height
Day Evening Night Day Evening Night Type Value norm.Day Special Night Number Speed
(dBA)(dBA)(dBA)(dBA)(dBA)(dBA)dB(A)(min)(min)(min)Day Evening Night (mph)(ft)
LINESOURCE DRIVETHRU 73.0 73.0 73.0 54.3 54.3 54.3 Lw 73 5
Name Height Coordinates
Begin End x y z Ground
(ft)(ft)(ft)(ft)(ft)(ft)
LINESOURCE 5.00 a 6221780.57 2194534.75 5.00 0.00
6221831.56 2194495.72 5.00 0.00
6221851.25 2194481.35 5.00 0.00
6221856.95 2194480.53 5.00 0.00
6221862.70 2194480.71 5.00 0.00
6221868.33 2194481.88 5.00 0.00
6221873.68 2194484.01 5.00 0.00
6221878.58 2194487.03 5.00 0.00
6221882.88 2194490.85 5.00 0.00
6221884.99 2194494.86 5.00 0.00
6221886.43 2194499.16 5.00 0.00
6221887.16 2194503.64 5.00 0.00
6221887.16 2194508.17 5.00 0.00
6221886.42 2194512.64 5.00 0.00
6221884.97 2194516.94 5.00 0.00
6221882.85 2194520.94 5.00 0.00
6221812.19 2194576.23 5.00 0.00
Barrier(s)
Name M.ID Absorption Z‐Ext.Cantilever Height Coordinates
left right horz.vert.Begin End x y z Ground
(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
BARRIEREXISTING 0 5.00 a 6222054.65 2194356.27 5.00 0.00
6221926.21 2194190.46 5.00 0.00
6221841.26 2194256.99 5.00 0.00
BARRIEREXISTING 0 5.00 a 6221641.16 2194511.33 5.00 0.00
6221574.13 2194425.35 5.00 0.00
BARRIEREXISTING 0 5.00 a 6221590.05 2194445.78 5.00 0.00
6221644.78 2194404.44 5.00 0.00
BARRIEREXISTING 0 5.00 a 6221743.51 2194144.41 5.00 0.00
6221835.63 2194073.27 5.00 0.00
Building(s)
Name M.ID RB Residents Absorption Height Coordinates
Begin x y z Ground
(ft)(ft)(ft)(ft)(ft)
BUILDING BUILDING00001 x 0 20.00 a 6221845.89 2194540.45 20.00 0.00
6221854.53 2194533.37 20.00 0.00
6221852.29 2194530.26 20.00 0.00
6221875.62 2194512.28 20.00 0.00
6221872.51 2194507.96 20.00 0.00
6221877.87 2194504.16 20.00 0.00
6221873.03 2194497.77 20.00 0.00
6221867.67 2194501.91 20.00 0.00
6221864.90 2194497.59 20.00 0.00
6221841.23 2194515.91 20.00 0.00
6221838.81 2194512.98 20.00 0.00
6221829.82 2194520.06 20.00 0.00
BUILDING BUILDING00002 x 0 20.00 a 6221726.75 2194624.72 20.00 0.00
6221769.12 2194593.46 20.00 0.00
6221746.90 2194568.36 20.00 0.00
6221730.86 2194580.71 20.00 0.00
6221689.73 2194527.23 20.00 0.00
6221665.87 2194544.51 20.00 0.00
BUILDING BUILDING00003 x 0 20.00 a 6221674.51 2194441.26 20.00 0.00
6221789.27 2194353.23 20.00 0.00
6221733.74 2194287.00 20.00 0.00
6221621.03 2194375.03 20.00 0.00
BUILDING BUILDING00004 x 0 20.00 a 6221498.45 2194607.44 20.00 0.00
6221549.46 2194568.36 20.00 0.00
6221498.45 2194502.55 20.00 0.00
6221446.62 2194540.39 20.00 0.00
BUILDING BUILDING00005 x 0 20.00 a 6222096.55 2194409.59 20.00 0.00
6222115.47 2194394.78 20.00 0.00
6222089.55 2194359.40 20.00 0.00
6222068.99 2194375.85 20.00 0.00
BUILDING BUILDING00006 x 0 20.00 a 6221936.12 2194273.43 20.00 0.00
6221967.57 2194251.21 20.00 0.00
Urban Crossroads, Inc.
Name M.ID RB Residents Absorption Height Coordinates
Begin x y z Ground
(ft)(ft)(ft)(ft)(ft)
6221928.50 2194199.13 20.00 0.00
6221876.89 2194237.64 20.00 0.00
6221899.10 2194266.44 20.00 0.00
Urban Crossroads, Inc.
13900-05 Noise Assessment
This page intentionally left blank
13900-05 Noise Assessment
APPENDIX E
CONSTRUCTION NOISE LEVEL CALCULATIONS
13900-05 Noise Assessment
This page intentionally left blank
13900 ‐ Starbuck Lake Elsinore
CadnaA Noise Prediction Model: 13900_Construction.cna
Date: 23.02.21
Analyst: B. Lawson
Calculation Configuration
Configuration
Parameter Value
General
Country (user defined)
Max. Error (dB)0.00
Max. Search Radius (#(Unit,LEN))2000.01
Min. Dist Src to Rcvr 0.00
Partition
Raster Factor 0.50
Max. Length of Section (#(Unit,LEN))999.99
Min. Length of Section (#(Unit,LEN))1.01
Min. Length of Section (%)0.00
Proj. Line Sources On
Proj. Area Sources On
Ref. Time
Reference Time Day (min)960.00
Reference Time Night (min)480.00
Daytime Penalty (dB)0.00
Recr. Time Penalty (dB)5.00
Night‐time Penalty (dB)10.00
DTM
Standard Height (m)0.00
Model of Terrain Triangulation
Reflection
max. Order of Reflection 2
Search Radius Src 100.00
Search Radius Rcvr 100.00
Max. Distance Source ‐ Rcvr 1000.00 1000.00
Min. Distance Rvcr ‐ Reflector 1.00 1.00
Min. Distance Source ‐ Reflector 0.10
Industrial (ISO 9613)
Lateral Diffraction some Obj
Obst. within Area Src do not shield On
Screening Incl. Ground Att. over Barrier
Dz with limit (20/25)
Barrier Coefficients C1,2,3 3.0 20.0 0.0
Temperature (#(Unit,TEMP))10
rel. Humidity (%)70
Ground Absorption G 0.50
Wind Speed for Dir. (#(Unit,SPEED))3.0
Roads (RLS‐90)
Strictly acc. to RLS‐90
Railways (FTA/FRA)
Aircraft (???)
Strictly acc. to AzB
Receiver Noise Levels
Name M.ID Level Lr Limit. Value Land Use Height Coordinates
Day Night CNEL Day Night CNEL Type Auto Noise Type X Y Z
(dBA)(dBA)(dBA)(dBA)(dBA)(dBA)(ft)(ft)(ft)(ft)
RECEIVERS R1 55.0 55.0 61.7 80.0 0.0 0.0 5.00 a 6222242.10 2194801.52 5.00
RECEIVERS R2 55.5 55.5 62.2 80.0 0.0 0.0 5.00 a 6222008.95 2194292.91 5.00
RECEIVERS R3 51.0 51.0 57.7 80.0 0.0 0.0 5.00 a 6221749.62 2194120.39 5.00
RECEIVERS R4 53.8 53.8 60.5 80.0 0.0 0.0 5.00 a 6221494.63 2194435.06 5.00
RECEIVERS R5 47.0 47.0 53.7 80.0 0.0 0.0 5.00 a 6221523.93 2194705.02 5.00
Area Source(s)
Name M.ID Result. PWL Result. PWL''Lw / Li Operating Time Height
Day Evening Night Day Evening Night Type Value norm.Day Special Night (ft)
(dBA)(dBA)(dBA)(dBA)(dBA)(dBA)dB(A)(min)(min)(min)
SITEBOUNDARY SITEBOUNDARY00001 111.0 111.0 111.0 79.0 79.0 79.0 Lw"79 8
Name Height Coordinates
Begin End x y z Ground
(ft)(ft)(ft)(ft)(ft)(ft)
SITEBOUNDARY 8.00 a 6221797.67 2194606.89 8.00 0.00
6221902.10 2194526.16 8.00 0.00
6221906.52 2194494.39 8.00 0.00
6221852.88 2194424.59 8.00 0.00
6221729.96 2194519.65 8.00 0.00
Urban Crossroads, Inc.
Barrier(s)
Name M.ID Absorption Z‐Ext.Cantilever Height Coordinates
left right horz.vert.Begin End x y z Ground
(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)(ft)
BARRIEREXISTING 0 5.00 a 6222054.65 2194356.27 5.00 0.00
6221926.21 2194190.46 5.00 0.00
6221841.26 2194256.99 5.00 0.00
BARRIEREXISTING 0 5.00 a 6221641.16 2194511.33 5.00 0.00
6221574.13 2194425.35 5.00 0.00
BARRIEREXISTING 0 5.00 a 6221590.05 2194445.78 5.00 0.00
6221644.78 2194404.44 5.00 0.00
BARRIEREXISTING 0 5.00 a 6221743.51 2194144.41 5.00 0.00
6221835.63 2194073.27 5.00 0.00
Building(s)
Name M.ID RB Residents Absorption Height Coordinates
Begin x y z Ground
(ft)(ft)(ft)(ft)(ft)
BUILDING BUILDING00002 x 0 20.00 a 6221726.75 2194624.72 20.00 0.00
6221769.12 2194593.46 20.00 0.00
6221746.90 2194568.36 20.00 0.00
6221730.86 2194580.71 20.00 0.00
6221689.73 2194527.23 20.00 0.00
6221665.87 2194544.51 20.00 0.00
BUILDING BUILDING00003 x 0 20.00 a 6221674.51 2194441.26 20.00 0.00
6221789.27 2194353.23 20.00 0.00
6221733.74 2194287.00 20.00 0.00
6221621.03 2194375.03 20.00 0.00
BUILDING BUILDING00004 x 0 20.00 a 6221498.45 2194607.44 20.00 0.00
6221549.46 2194568.36 20.00 0.00
6221498.45 2194502.55 20.00 0.00
6221446.62 2194540.39 20.00 0.00
BUILDING BUILDING00005 x 0 20.00 a 6222096.55 2194409.59 20.00 0.00
6222115.47 2194394.78 20.00 0.00
6222089.55 2194359.40 20.00 0.00
6222068.99 2194375.85 20.00 0.00
BUILDING BUILDING00006 x 0 20.00 a 6221936.12 2194273.43 20.00 0.00
6221967.57 2194251.21 20.00 0.00
6221928.50 2194199.13 20.00 0.00
6221876.89 2194237.64 20.00 0.00
6221899.10 2194266.44 20.00 0.00
Urban Crossroads, Inc.
STARBUCKS BUILDING
FOUR CORNERS PLAZAC20-L06MARCH 2021PROJECT ADDRESS:
16831 LAKESHORE DR,
LAKE ELSINORE, CA 92530
A.P.N: 379-224-015SITE PLAN,PROJECTDATAA-0TH
O
MAS R.STEENOSTATE OF CALI
FOR
NIA C-26448L IC
ENSED ARCHITECTREN. 2/28/
2
3 THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8
1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com
PROJECT:JOB NO.SHEET NAME:PAGEINC.D E S I G N S T U D I O
A R C H I T E C T U R E D E S I G N P L A N N I N G
S T E E N OSTEENO DESIGN STUDIO, INC.ARCHITECT: TOM STEENO11774 HESPERIA RD. SUITE B-1PH: 760.244.5001 FX: 760.244.1948FOUR CORNERS PLAZA LLC20651 PALOMAR STREETLAKE ELSINORE, CA 92595APPLICANT / OWNER:ARCHITECT / REPRESENTATIVE:PROJECT DATANO1V - BFIRE SPRINKLERS:STORIES:OCCUPANCY'S: CONSTRUCTION TYPE:ZONE:C-2 : GENERAL COMMERCIALBPARKING DATAREQUIRED PARKING PER SECTION 17.148.030.E.13 OF LEMC:# SPACESS.F.RATIOAREA001:45 CUSTOMER5PROVIDED PARKING:7 SPACESTOTAL PROVIDED7 SPACESADDITIONAL SPACES2 SPACESEATING, DRINKING ESTABLISHMENTS9'x19' PARKING STALLS (INCLUDES 1 ACCESSIBLE STALL)TOTAL PARKING STALLS REQUIREDPROJECTNORTHVICINITY MAPF
R
A
S
E
R
D
R LAKE SHORE DRLOCATION379-224-015AP.N:KEYED NOTESR
I
V
E
R
S
I
D
E
D
R
15 FWYVAN ACCESSIBLE PARKING SPACEA.D.A. VAN ACCESSIBLE SIGNACCESSIBILITY STALL EMBLEM PAINTED AS SHOWNACCESSIBILITY ACCESS W/ BLUE STRIPESW/ TRUNCATED DOMES, 36" DEPT x WIDTH OF RAMPA.D.A. RAMP NOT TO EXCEED 5% SLOPE INDIRECTION OF RUN AND 2% MAX CROSS SLOPE12345SEE SHEET AC-1 FOR ADDITIONAL INFORMATION6TRAFFIC FLOW DIRECTIONAL ARROWS PAINTED ONPAVING AS SHOWN ON PLANTRASH ENCLOSURE PER CITY STANDARDS, MIN.SIZE 12'-4" X 12'-4"7LANDSCAPED AREA SEE LANDSCAPE PLANS4" NOMINAL THICK CONCRETE WALKWAYS6" WIDE CONCRETE CURB TYPICAL.20' HI SITE LIGHT STANDARD, SEE PLAN FOR # OF HEADSA.D.A. PATH OF TRAVEL6" WIDE CONCRETE CURB. W/ 2' PARKING NOSEOVER INDICATED BY DASHED LINE TYPICAL.910111213148STARBUCKS MONUMENT SIGNPAINTED WORDS ON PAVEMENT AS STATEDORDER CANOPY, TIMER LOOP, BOLLARD & MENU BOARD151617CONCRETE IN DRIVE THRU AREAS AT HATCHED PATTERNCLEARANCE HEIGHT BAR18CONCRETE 18" WIDE AT END PARKING STALLS19ELEC. TRANSFORMER 20EASEMENT FOR EXISTING WATER LINE - 21EX. BUILDING @ DASH LINE TO BE REMOVED22EX. 11,600SQ.FT.1-STORYBUILDINGAPN: 379-224-020APN: 379-224-00510.06FUTURE ROAD DEDICATION23EXISTING CELL PHONE TOWER24EXISTING TRASH25DIRECTIONAL SIGN2627STARBUCKS PREFERRED ENTRY AND EXITARROWS PAINTED ON PAVING28RAISED "SPEED BUMP" FOR PEDESTRIANWALKWAY29WALKWAY SIGN FOR CARS ANDPEDESTRIANS30PRE-MENU BOARD31MIN. 20' TURN RADIUS32TRELLIS STRUCTURE33SOUND BUFFER LANDSCAPING34SLOPE UP TO CROSSWALKSCOPE OF WORKTO DEMOLISH EXISTING FREESTANDING BUILDING AND CONSTRUCT NEW 893SQUARE FOOT "SHELL" BUILDING, READY FOR TENANT IMPROVEMENT, WITH DRIVETHRU AND WALK UP ORDERING CAPABILITIES.35NEW LOT LINE PER TENTATIVE PARCEL MAPLEGAL DESCRIPTION1.37 ACRES M/L IN POR LOT 12 MB 008/377 SD MAP SUBS IN ELSINORE AND LOTS 34& 35 MB 014/071 HOWELLS ELSINORE TR NO 1 LOT 12 SUBDIVISION NAME MAP SUBSIN ELSINORE ACRES 001.37 M/L LOT TYPE LOT REC MAP TYPE MAP BOOKRECORDEDCOCODE SD MAPOLATB 008 MAPPLATP 377 PORTIONLOT PORTION LOT34 SUBDIVISION NAME HOWELLS ELSINORE TR NO 1 LOTTYPE LOT RECMAP TYPEMAP BOOK MAPPLATB 014 MAPPLATP 071 LOT 35 LOTTYPE LOTWATER & SEWER :ELECTRIC :DISPOSAL:LAKE ELSINORE UTILITIESELSINORE VALLEY MUNICIPALWATER DISTRICT31315 CHANEY STLAKE ELSINORE, CA 92530(951) 674-3146CR & R ENVIRONMENTAL SERVICES1706 GOETZ RDPERRIS, CA 92570SOUTHERN CALIFORNIA EDISON CO.24487 PRIELIPP RD.WILDOMAR, CA 92595(800) 611-1911GAS :SOCAL GAS CO.25620 JEFFERSON AVEMURRIETA CA. 92562(800) 427-2200FAR CALCULATIONSTARBUCKSS.F.AREA839839TOTALGROSS LAND AREA 17,099 S.F.17,099 / 839 = 20.38FLOOR AREA RATIO1:200 NON CUSTOMER5893010204080SCALE = 1:20NORTHSTARBUCKS893 SQ.FT.30.88EX. APPROACH32.42
EX. APPROACH12.005.555.0060' WIDE PUBLIC STREET50' WIDE PUBLIC STREET VARIABLE WIDTH PUBLIC STREETS 53° 25' 00" E 69.92'N 53° 25' 00" W 244.92'N 36° 34' 45" E 42.80'S 53° 25' 00" E 175.00'N 36° 34' 45" E 267.20'S 36° 34' 45" W 267.20'RIVERSIDE DRIVELAKESHORE DRIVE FRASER DRIVEENTRANCEDO NOT ENTERSEATING AREA2.00S
0
8
°
2
5
'
1
1
"
W
3
2
.
5
3
'
38.00
EX. FACE OF CURB
50.00
PROP. LINE
CL
38.00EX. FACE OF CURB50.00PROP. LINECL6.0010.006.0010.00
10.0012.0010.0012.004.006.00SIDEWALK15.5910.00 6.0012.00
27.955.00
17.00812345671617178261012131415181920222323131414241252592627272829303132333434353517.0030.0836EMPLOYEE ENTRANCE363737PUBLIC & EMPLOYEE RESTROOM ENTRANCE3838EXISTING SEWER MANHOLE TO REMAIN3939EXISTING WATER METERS406' WIDE CONC. PEDESTRIAN WALKWAY409.00
LANDINGRAMP
UP LANDINGRAMPUP6.00
10.00
20.0021GRAVEL ONLY ON TOP 41750 GAL. GREASE INTERCEPTOR W/ SAMPLE BOX4129291442MOBILE ORDER & PAY PARKING STALLS ASDESIGNATED BY STARBUCKS OPERATIONS42SSSSSSSSSSS43EXISTING MONUMENT SIGN TO BE REMOVED43S S S S S
S S S S S S S S
SSSSSSSSSSSSSSSSSSSSHEET INDEXSITE PLANA-0 FLOOR PLAN - EXTERIOR ELEVATIONSA-1 UTILITY PLANU-1 IRRIGATION PLANL-1 PLANTING PLANL-2 DRIPLINE DETAILSL-3 IRRIGATION DETAILS CONTINUEDL-4 S:\2020 Aprojects\02 - Commercial\L - P\06 - Murphy - STARBUCKS Lake Elsinore\A-0 Site Plan_Starbucks.dwg, 4/8/2021 3:15:47 PM, steen, Angie
RF3
FR2457 681
34'-6"4'-0"26'-6"4'-0"4'-0"11'-6"
4'-0"ALL INTERIOR WORKBY T.I. ARCHITECTALL INTERIOR WORKBY T.I. ARCHITECT47'-8"
11'-6"29'-10"6'-4"18'-6"5'-3"8'-0"5'-3"STARBUCKS BUILDING
FOUR CORNERS PLAZAC20-L06APRIL 2021PROJECT ADDRESS:
16831 LAKESHORE DR,
LAKE ELSINORE, CA 92530
A.P.N: 379-224-015A-1FLOOR PLAN & EXTERIORTH
O
MAS R.STEENOSTATE OF CALI
FOR
NIA C-26448L IC
ENSED ARCHITECTREN. 2/28/21 THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8
1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 REVISIONSDATE FINISHEDwww.steenodesign.com
PROJECT:JOB NO.SHEET NAME:PAGEINC.D E S I G N S T U D I O
A R C H I T E C T U R E D E S I G N P L A N N I N G
S T E E N O THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSNORTHSCALE : NORTH ELEVATION1/4"=1'-0"ELEVATIONSDOOR SCHEDULE SIZE#THK.# REQ'DDESCRIPTIONREMARKSLOCATIONSYMBOL:13'-6" x 7'-0"1 3/4"12H.M.WEST SIDE - MAIN BLDG ENTRY3PAINT. PROVIDE CBC COMPLIANTTACTILE EXIT SIGN, PANIC HARDWARE#WINDOW SCHEDULE SYMBOL:SIZE#LIGHTS# REQ'DDESCRIPTIONREMARKSLOCATION12ALUMINUM STOREFRONTNORTH WALL6'-0" x 6'-0"FIXED#11CLEAR ANODIZED2222PASS THRU WINDOW343411LINE OFO.H. CANOPY7'-6" x 5'-7"(9) FIXED, (2) OPERABLECLEAR ANODIZED. TO INCLUDE INTEGRAL FLY FANEAST & WEST WALL2'-8" x 5'-7"2'-8" x 5'-7"123'-0" x 7'-0"1 3/4"1H.M.WEST SIDE - RESTROOM ENTRYPAINT. PROVIDE CBC COMPLIANTTACTILE EXIT SIGN, PANIC HARDWAREPAIR - 2'-6" x7'-0"1 3/4"1 PAIRH.M.PAINTWEST SIDE - UTILITY ROOMSEE SHEET A-X FOR DOOR & WINDOW NOTES AND DETAILS3UTILITY ROOMUNISEX A.R.R.WALL LEGENDDESCRIPTIONSYMBOL2X6 STUDS @ 16" O.C.FUTURE WALLS - T.I. PERMIT(1) FIXED, (1) OPERABLE(2) FIXEDMAIN TOWER, SOUTH SIDEMAIN TOWER, SOUTH SIDECLEAR ANODIZED. TO INCLUDE INTEGRAL FLY FANPASS THRU WINDOWALUMINUM STOREFRONTCLEAR ANODIZED29'-10"
47'-8"
6'-4"4'-0"19'-6"SCALE : FLOOR PLAN1/4"=1'-0"18'-6"
11'-0"3" PAINTED METAL COPINGCAP, COLOR: URBANEBRONZE (SW7048)METAL CANOPY COLOR TOMATCH RAL 7021, BLACK GREYMATTE FINISHSTARBUCKS COFFEESIGNAGE UNDERSEPARATE PERMITDRIVETHRU9'-5"WALL MOUNTED LIGHT FIXTURELIGHT FIXTURE
BOTTOM OF CANOPY
TOP OF PARAPET8" ENGINEERED WOOD LAP SIDINGLP "SMART SIDE" BY LOUISIANAPACIFIC WITH 5/4 TRIM, PAINTEDSW9115 COWBOY BOOTS13'-1"18'-6"11'-0"2'-10"SCALE : WEST ELEVATION1/4"=1'-0"SMOOTH FINISH STUCCOCOLOR: #9241 AUTUMN BYOMEGAFLEX3" PAINTED METAL COPINGCAP, COLOR: URBANEBRONZE (SW7048)9'-5"DRIVETHRU3'-6"
WAINSCOT
LIGHT FIXTURE TOP OF PARAPETBOTTOM OF CANOPYPAINT DOORS - SW7048URBANE BRONZESIGNAGE UNDERSEPARATE PERMITCONTROL JOINT16'-6"14'-6"
18'-6"
3'-0"SCALE : EAST ELEVATION1/4"=1'-0"DRIVE-THRU WINDOW 3" PAINTED METAL COPINGCAP, COLOR: URBANEBRONZE (SW7048)SIGNAGE UNDERSEPARATE PERMITTOP OF PARAPET
TOP OF PARAPETTOP OF PARAPET DRIVETHRU1'-0"8'-4"GREENSCREENS - MATTETEXTURED BLACK FINISH15'-1"CONTROL JOINT9'-0"
LIGHT FIXTURE
11'-0"
BOTTOM OF CANOPYBOLLARD
SCALE : SOUTH ELEVATION1/4"=1'-0"3108916'-6"
14'-6"
11'-0"
3'-6"
9'-5"
TOP OF PARAPET
TOP OF PARAPET
BOTTOM OF CANOPY RUSTED CORRUGATED METALHORIZONTAL WALL PANEL BY WESTERNSTATES METALSIGNAGE UNDERSEPARATE PERMITWALK UP ORDER WINDOWLIGHT FIXTURE
FINISH TRANSITION DRIVETHRU8" ENGINEERED WOOD LAP SIDINGLP "SMART SIDE" BY LOUISIANAPACIFIC WITH 5/4 TRIM, PAINTEDSW9115 COWBOY BOOTSRUSTED CORRUGATED METALHORIZONTAL WALL PANEL BY WESTERNSTATES METALRUSTED CORRUGATED METALHORIZONTAL WALL PANEL BY WESTERNSTATES METAL8" ENGINEERED WOOD LAP SIDINGLP "SMART SIDE" BY LOUISIANAPACIFIC WITH 5/4 TRIM, PAINTEDSW9115 COWBOY BOOTS8" ENGINEERED WOOD LAP SIDINGLP "SMART SIDE" BY LOUISIANAPACIFIC WITH 5/4 TRIM, PAINTEDSW9115 COWBOY BOOTS8" ENGINEERED WOOD LAPSIDING LP "SMART SIDE" BYLOUISIANA PACIFIC WITH5/4 TRIM, PAINTED SW9115COWBOY BOOTS8" ENGINEERED WOOD LAP SIDINGLP "SMART SIDE" BY LOUISIANAPACIFIC WITH 5/4 TRIM, PAINTEDSW9115 COWBOY BOOTSSMOOTH FINISH STUCCOCOLOR: #9241 AUTUMN BYOMEGAFLEXSMOOTH FINISH STUCCOCOLOR: #9241 AUTUMN BYOMEGAFLEXDRIVE UP WINDOW WITH FLY FANWALK UP ORDERWINDOW WITH FLY FANCANOPY POWDERCOAT TOMATCH RAL 7021 BLACK GREYS:\2020 Aprojects\02 - Commercial\L - P\06 - Murphy - STARBUCKS Lake Elsinore\A1_FloorPlan_Exterior Elevations_Starbucks.dwg, 4/8/2021 3:21:02 PM, steen, Angie
EX. 11,600SQ.FT.1-STORYBUILDINGAPN: 379-224-020-005STARBUCKS BUILDING
FOUR CORNERS PLAZAC20-L06APRIL 2021PROJECT ADDRESS:
16831 LAKESHORE DR,
LAKE ELSINORE, CA 92530
A.P.N: 379-224-015SITEUTILITYPLANU-1TH
O
MAS R.STEENOSTATE OF CALI
FOR
NIA C-26448L IC
ENSED ARCHITECTREN. 2/28/
2
3 THESE DOCUMENTS AND THEDESIGN AND IDEASINCORPORATED HEREIN, AS ANINSTRUMENT OF APROFESSIONAL SERVICE, ARETHE SOLE PROPERTY OFSTEENO DESIGN STUDIO INC.ANY USE, IN WHOLE OR IN PARTFOR WHICH THEY WERE NOTPROVIDED SHALL BE UNLAWFULP H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 8
1 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLYWITH THE 2019 CALIFORNIABUILDING CODE WHICH ADOPTSTHE 2019 CMC, 2019 CPC, 2019CEC, 2019 CGC, 2019 CRC ANDTHE 2019 ENERGY STANDARDSREVISIONSDATE FINISHEDwww.steenodesign.com
PROJECT:JOB NO.SHEET NAME:PAGEINC.D E S I G N S T U D I O
A R C H I T E C T U R E D E S I G N P L A N N I N G
S T E E N ONORTHSTARBUCKS893 SQ.FT.S 53° 25' 00" E 69.92'N 53° 25' 00" W 244.92'N 36° 34' 45" E 42.80'S 53° 25' 00" E 175.00'N 36° 34' 45" E 267.20'S 36° 34' 45" W 267.20'RIVERSIDE DRIVELAKESHORE DRIVE FRASER DRIVES
0
8
°
2
5
'
1
1
"
W
3
2
.
5
3
'
CL
CL257.53SSSSSS S
S S S S
145323654231SITE UTILITY PLANSCALE = 1:20TRAFFIC FRAME / COVER DETAILSCALE: NTS010204080SCALE = 1:20GREASE INTERCEPTOR DETAILSCALE: NTSSAMPLE BOX DETAILSSCALE: NTS54321INSTALL 2" WATER LINEINSTALL 2" 90° ELBOWWATER CONSTRUCTION NOTES:SEWER CONSTRUCTION NOTES:750 GALLON GREASE INTERCEPTOR (TRAFFIC RATED)GREASE INTERCEPTOR SAMPLE BOX (TRAFFIC RATED)124INSTALL 2" WATER LINEEXISTING WATER METERINSTALL 4" GREASE LINE @ 1.0% MINIMUMINSTALL 2" WATER LINE1 EA.10 L.F.17 L.F.2 EA.56 L.F.1 EA.1 EA.82 L.F.JENSEN PRECAST MODEL #JP750GJENSEN PRECAST MODEL #2432ZEXISTING SEWER MANHOLE (REF)5INSTALL 4" SEWER LINE @ 1.0% MINIMUM327 L.F.EXISTING SEWER LATERAL TO CITY SEWER6APPLICABLE CODES2019 CALIF. ELECTRICAL CODE (C.E.C. PART 6)2019 CALIF. MECHANICAL CODE (C.M.C.)2019 CALIF. PLUMBING CODE (C.P.C.)2019 CALIF. GREEN BUILDING STANDARDS (C.G.B.C.)2019 CALIF. BUILDING CODE (C.B.C.)2019 CALIF. FIRE CODE (C.F.C.)2019 CALIF. ADMINISTRATIVE CODE (C.A.C.)2019 CALIF. HISTORICAL BUILDING CODE (C.H.B.C.)2019 CALIF. EXISTING BUILDING CODE (C.E.B.C.)REFERENCE: 2019 CBC 107SSSSS:\2020 Aprojects\02 - Commercial\L - P\06 - Murphy - STARBUCKS Lake Elsinore\U-1 Utility Plan_Starbucks.dwg, 4/8/2021 2:33:04 PM, steen, Angie
RF3FR2
4 5
7681
SEATING AREA
SSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSSW.M.
3.3 GPM
C-1 1"
0.5 GPM
C-2 1"
0.9 GPM
C-3 1"
3.5 GPM
C-8 1"
2.5 GPM
C-9 1"
1.5 GPM
C-7 1"
1.5 GPM
C-5 1"
4.2 GPM
C-4 1"
0.5 GPM
C-6 1"
BBBB
AA
A
AAA
M.V.B.F.
1.5"1.25"1.25"
1.25"STARBUCKS BUILDING FOUR CORNERS PLAZAC20-L06
MARCH 2021
PROJECT ADDRESS:16831 LAKESHORE DR,LAKE ELSINORE, CA 92530A.P.N: 379-224-015THOM A S R .ST
E
ENOSTAT
E
OF C A L IF O RNIAC-26448LICENSED ARCH
I
T
ECTR
E
N. 2 /2 8 /2 3THESE DOCUMENTS AND THE
DESIGN AND IDEAS
INCORPORATED HEREIN, AS AN
INSTRUMENT OF A
PROFESSIONAL SERVICE, ARE
THE SOLE PROPERTY OF
STEENO DESIGN STUDIO INC.
ANY USE, IN WHOLE OR IN PART
FOR WHICH THEY WERE NOT
PROVIDED SHALL BE UNLAWFUL P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 81 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLY
WITH THE 2019 CALIFORNIA
BUILDING CODE WHICH ADOPTS
THE 2019 CMC, 2019 CPC, 2019
CEC, 2019 CGC, 2019 CRC AND
THE 2019 ENERGY STANDARDS
REVISIONS
DATE FINISHED www.steenodesign.comPROJECT:JOB NO.
SHEET NAME:
PAGE INC.DESIGN STUDIOARCHITECTURE DESIGN PLANNINGS T E E N OIRRIGATION
PLAN
L-1
IRRIGATION PLAN
SCALE: 1"=10'-0"
EXISTING PARKING LOT
NOT A PART
STARBUCKS
893 SQ. FT.
N
O
R
T
H
SCALE: 1"=10'-0"
0 5 10 20 40
IRRIGATION CONTROLLER
HUNTER PRO-HC PC-2400 WALL MOUNT CONTROLLER with HC-PLAN-HOME (FREE HOME SERVICE PLAN)
and WiFi HYDRAWISE TECHNOLOGY. INSTALL with HC FLOW METER.
GATE VALVE - BLOCKED TRUE UNION PVC - 2" & SMALLER
(LOCATE IN PLANTING AREAS - SHOWN FOR CLARITY ONLY)
HUNTER
EXISTING
IRRIGATION UTILITIES
AS APPROVED
LANDSCAPE METER and SERVICE LINE by OTHERS.
HQ-33LRC 3/4" QUICK COUPLER VALVE with LOCKING RUBBER COVER and 2 PIECE BODY.
INSTALL at 75' o.c. MAX. SPACING THROUGHOUT THE SITE.
PRESSURE MAINLINE CLASS 315 - LOCATED IN PLANTING AREAS.
FOR SIZES 3/4" - 1 1/2" USE SCH. 40 PVC. FOR SIZES 2" and LARGER USE CLASS 315.
BURY MIN. 24" BELOW GRADE .
NON-PRESSURE LATERAL SCH. 40 PVC PIPE. - BURY MIN. 12" BELOW GRADE
(3 4" UNLESS NOTED OTHERWISE)AS APPROVED
PVC PIPE SCH. 40 SLEEVING, TWICE THE DIAMETER OF PIPE OR WIRE BUNDLE CARRIED - EXTEND
18" BEYOND EDGE OF PAVING & PLACE BELOW ALL PAVING, HARDSCAPE, ETC., AND AS DIRECTED
BY OWNER'S AUTHORIZED REPRESENTATIVE.
IRRIGATION PIPING
AS APPROVED
AS APPROVED
TECHLINE CV DRIPLINE WITH INLINE DRIP EMITTERS (0.4GPH @ EVERY 18")NETAFIM
SYMBOL / MANUF,MODEL NO. / DESCRIPTION
IRRIGATION LEGEND
LVCZ KIT - 1" LOW VOLUME CONTROL ZONE - LOW FLOW WITH DISC FILTER (0.25-4.4 GPM)NETAFIM
A B SLEEVING CALLOUTS - A= (2)3" SLEEVES / B= (2)2" SLEEVES
W.M.
0.9 GPM
C-3 1"
HUNTER RZWS-36-25 ROOT WATERING SYSTEM, 36" DEPTH. INSTALL TWO (2) PER TREE FOR TOTAL OF 0.5 GPM PER TREE.
HUNTER IBV-151G-FS-ACCUSYNC-ADJ - 1.5" MASTER VALVE NPT BRASS GLOBE VALVE, WITH FLOW CONTROL, WITH
FACTORY-INSTALLED FILTER SENTRY DIAPHRAGM, WITH ADJUSTABLE 20-100 PSI PRESSURE REGULATORM.V.
WATTS 825Y-QT 1 12 - 1 12" BRONZE REDUCED PRESSURE ZONE BACKFLOW
PREVENTER ASSEMBLY, QUARTER TURN SHUTOFF, Y-PATTERNB.F.
HUNTER FLOW-CLIK-FCT-150 - FLOW-CLIK FLOW SENSOR AND MODULE,
WITH SCHEDULE 40 SENSOR (WHITE) RECEPTACLE TEE
VALVE FLOW TOTAL (GALLONS PER MINUTE)
VALVE SIZE (INCHES)
VALVE DESIGNATION
PRESSURE CALCULATION
VALVE INFO
STATION NUMBER
VALVE SIZE
VALVE FLOW DEMAND
IRRIGATION TYPE
-
-
-
-
C4
1"
4.2 G.P.M.
DRIP
FRICTION LOSS
QTY / LENGTH SIZE (INCHES)ITEM P.S.I. LOSS
1 1.5000 BACKFLOW DEVICE 5 P.S.I.
1 1.5000 MASTER VALVE
2 1.2500 ISOLATION VALVE 1 P.S.I.
140'-0"1.5000 MAINLINE 2 P.S.I.
1.5000 FLOW SENSOR 1 P.S.I.
LATERAL LINE LOSS 2 P.S.I.
FRICTION LOSS (10%)1 P.S.I.
TOTAL SYSTEM
LOSSES:
12 P.S.I.
ANNUAL WATER BUDGET CALCULATION
WATER BUDGET:
MAWA = (ETO) X (0.62) X [(0.7 X LANDSCAPED AREA)+(0.3 X SPECIAL LANDSCAPED AREA)]
ETWU = (ETO) X (0.62) X [(PLANT FACTOR X HYDROZONE AREA / IRRIGATION EFFICIENCY) + SLA]
MAWA: 55.0 X 0.62 X [(0.7 X 4,634) + (0)] = 110,614 GALLONS
ETWU: 55.0 X 0.62 X [(0.4 X 4,634 / 0.78) + 0] = 81,036 GALLONS
18.
10.
11.
12.
13.
14.
15.
16.
CONTRACTOR TO PROVIDE OWNER WITH LANDSCAPE AND IRRIGATION MAINTENANCE SCHEDULE
17.
SPRAY IRRIGATION SHALL BE SCHEDULED BETWEEN 8:00 P.M. AND 10:00 A.M. UNLESS WEATHER CONDITIONS PREVENT IT.
A REGULAR MAINTENANCE SCHEDULE SHALL INCLUDE, BUT NOT BE LIMITED TO, ROUTINE INSPECTION; ADJUSTMENT AND REPAIR OF THE IRRIGATION SYSTEM AND ITS COMPONENTS; AERATING AND DETHATCHING
TURF AREA; REPLENISHING MULCH; REPLENISHING FERTIGATION SYSTEM NUTRIENTS; PRUNING; WEEDING IN ALL LANDSCAPE AREA, AND REMOVING ANY OBSTRUCTION TO EMISSION DEVICES. OPERATION OF
IRRIGATION SYSTEM OUTSIDE THE NORMAL WATERING WINDOW IS ALLOWED FOR AUDITING AND SYSTEM MAINTENANCE.
LANDSCAPES SHALL BE MAINTAINED TO ENSURE WATER USE EFFICIENCY. CONTRACTOR SHALL PROVIDE A REGULAR MAINTENANCE SCHEDULE FOR PROPERTY OWNER.
ALL LANDSCAPED AREAS SHALL BE MAINTAINED IN A HEALTHY AND GROWING CONDITION AND SHALL RECEIVE REGULAR PRUNING, FERTILIZING, AND TRIMMING. ALL DEAD PLANT MATERIAL SHALL BE REMOVED AND
REPLACED IN A TIMELY MANNER.
2.
ALL IRRIGATION SYSTEMS SHALL BE KEPT OPERABLE, INDLUDING ADJUSTMENTS, REPLACEMENTS, REPAIRS AND CLEANING AS PART OF REGULAR MAINTENANCE. REPAIR OF ALL IRRIGATION EQUIPMENT SHALL BE
DONE WITH THE ORIGINALLY INSTALLED COMPONENTS OR THEIR EQUIVALENTS.
ALL LANDSCAPED AREAS SHALL BE KEPT FREE OF WEEDS AND DEBRIS
1.
3.
4.
5.
7.
6.
ALL PLANTS ARE TO BE FROM THE CITY'S APPROVED PLANT LIST.8.
ALL VALVES SHALL BE PLACED AND GROUPED IN PLASTIC VALVE BOXES.
ALL ELECTRICAL CONNECTIONS SHALL USE WIRE NUTS.
ALL THREADED JOINTS SHALL USE PLUMBERS TAPE BEFORE THREADING PIECES TOGETHER.
CONTRACTOR SHALL BE RESPONSIBLE FOR PULLING ALL PERMITS.
ALL WORK SHALL BE DONE IN ACCORDANCE TO STATE, COUNTY AND CITY BUILDING REGULATIONS.
INSTALLER SHALL VERIFY ALL CONDITIONS BEFORE STARTING WORK.
ALL SLIP JOINTS SHALL BE CLEAN AND DIRT FREE BEFORE APPLICATION OF APPROVED JOINT GLUE.
VERIFY OPERATIONAL PRESSURE BEFORE STARTING WORK. LANDSCAPE CONTRCTOR TO REPORT STATIC WATER PRESSURE AT P.O.C. PRIOR TO START OF CONSTRUCTION
19.ROOT BARRIERS SHALL BE PROVIDED FOR ALL TREES THAT WILL BE LOCATED WITHIN EIGHT (8) FEET OF ANY STRUCTURE, PAVEMENT, OR ALTERNATE MATERIAL SUCH AS WATERLINES, BUILDING FOUNDATIONS,
CONCRETE FLATWORK, OR TURF AREA.
PLAN IS DIAGRAMMATIC AND FIELD CONDITIONS SHALL DICTATE ACTUAL LOCATION AND DIMENSIONS. ALL IRRIGATION EQUIPMENT SHALL BE INSTALLED WITHIN THE LIMIT OF WORK, 18" OFF ANY HARDSCAPE
AND WITHIN PLANTING AREAS. CONTRACTOR SHALL VERIFY ACTUAL DRIP LAYOUT PRIOR TO COMMENCING WORK.
20.CONTRACTOR SHALL PROVIDE SLEEVING FOR ALL FUTURE ROADWAYS, DRIVEWAYS, CURRENT PAVED AREAS AND PATHS, ETC. VERIFY ALL SLEEVE LOCATIONS IN FIELD WITH OWNER'S AUTHORIZED
REPRESENTATIVE PRIOR TO STARTING WORK.
21.DO NOT WILLFULLY INSTALL EQUIPMENT AS SHOWN ON PLANS WHEN UNKNOWN FIELD CONDITIONS OBVIOUSLY EXISTED AND WERE NOT EVIDENT AT TIME OF PLAN PREPARATION.
IRRIGATION NOTES:
TOTAL LANDSCAPED AREA: 4,634 SQ. FT.MAWA: 110,614 GALLONS
ETWU: 81,036 GALLONS
22.ALL QUICK COUPLER VALVES ARE TO BE INSTALLED IN SHRUB OR GROUNDCOVER AREAS WHENEVER POSSIBLE AND WITHIN 18" OF THE HARDSCAPE.
STEENO DESIGN STUDIO, INC.
ARCHITECT: TOM STEENO
11774 HESPERIA RD. SUITE B-1
PH: 760.244.5001 FX: 760.244.1948
FOUR CORNERS PLAZA
31089 RIVERSIDE DR,
LAKE ELSINORE, CA 92530
APPLICANT / OWNER:ARCHITECT / REPRESENTATIVE:
PROJECT DATA
1,300'
SUNSET ZONE:
SITE ELEVATION:
USDA PLANT HARDINESS ZONE:9b
18 PROJECT
NORTH
VICINITY MAP
FRASER DRL
A
K
E
S
H
O
R
E
D
R
LOCATION
RIVERSIDE DR1
5
FW
Y
D:\Google2\Work\00 - Jobs\Starbucks Lake Elsinore\Landscaping\L-0_Landscaping_Starbucks_LakeElsinore.dwg, 4/5/2021 4:18:25 PM, AutoCAD PDF (General Documentation).pc3
RF3FR2
4 5
7681
SEATING AREA
(1) PALO
24" Box
(9) LANT
1 gal.
(13) GAUR
5 gal. pot
(3) GAUR
5 gal. pot
(5) LEUC
5 gal. pot
(1) CHIL
24" Box
(18) LANT
1 gal.
(12) LANT
1 gal.
(4) LEUC
5 gal. pot
(4) LANT
1 gal.
(4) GAUR
5 gal. pot
(1) CHIL
24" Box
(13) LANT
1 gal.
(8) LANT
1 gal.
(7) GAUR
5 gal. pot
(1) CHIL
24" Box
(6) LEUC
5 gal. pot
(25) LANT
1 gal.
(1) CHIL
24" Box
(6) GAUR
5 gal. pot
(5) LANT
1 gal.
(9) GAUR
5 gal. pot
(18) LANT
1 gal.
(43) BACC
1 gal.
(9) GAUR
5 gal. pot
(3) DASY
15 gal. pot
(35) LANT
1 gal.
(9) GAUR
5 gal. pot
(6) GAUR
5 gal. pot
(15) LEUC
5 gal. pot
(3) DASY
15 gal. pot
(34) LANT
1 gal.
(1) PALO
24" Box
(3) LEUC
5 gal. pot
(12) LANT
1 gal.
(7) GAUR
5 gal. pot
(8) GAUR
5 gal. pot
(5) LANT
1 gal.
(1) CHIL
24" Box
(3) LEUC
5 gal. pot
(11) GAUR
5 gal. pot
(9) LANT
1 gal.
(6) LEUC
5 gal. pot
1 - PALO
24" Box
1 - PALO
24" Box
(9) GAUR
5 gal. pot
(3) DASY
15 gal. pot
(9) LEUC
5 gal. pot
(9) GAUR
5 gal. pot
(1) PALO
24" Box
LINE OF EXISTING WATER EASEMENT,
NO PLANTING - THIS AREA
(10) LEUC
5 gal. pot
BOUDLERS (2' - 4' DIAMETER)
RELOCATED FROM ON SITE IF POSSIBLE
STARBUCKS BUILDING FOUR CORNERS PLAZAC20-L06
MARCH 2021
PROJECT ADDRESS:16831 LAKESHORE DR,LAKE ELSINORE, CA 92530A.P.N: 379-224-015THOM A S R .ST
E
ENOSTAT
E
OF C A L IF O RNIAC-26448LICENSED ARCH
I
T
ECTR
E
N. 2 /2 8 /2 3THESE DOCUMENTS AND THE
DESIGN AND IDEAS
INCORPORATED HEREIN, AS AN
INSTRUMENT OF A
PROFESSIONAL SERVICE, ARE
THE SOLE PROPERTY OF
STEENO DESIGN STUDIO INC.
ANY USE, IN WHOLE OR IN PART
FOR WHICH THEY WERE NOT
PROVIDED SHALL BE UNLAWFUL P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 81 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLY
WITH THE 2019 CALIFORNIA
BUILDING CODE WHICH ADOPTS
THE 2019 CMC, 2019 CPC, 2019
CEC, 2019 CGC, 2019 CRC AND
THE 2019 ENERGY STANDARDS
REVISIONS
DATE FINISHED www.steenodesign.comPROJECT:JOB NO.
SHEET NAME:
PAGE INC.DESIGN STUDIOARCHITECTURE DESIGN PLANNINGS T E E N OPLANTING
PLAN
L-2
PLANTING PLAN
SCALE: 1"=10'-0"
EXISTING PARKING LOT
NOT A PART
STARBUCKS
893 SQ. FT.
TREES TO RECEIVE 30" DEEP ROOT BARRIER (MIN. 80 MIL. THICKNESS) AT HARDSCAPE EDGE WHEN PROPOSED TREE IS LOCATED WITHIN EIGHT (8) FEET OF ANY SURROUNDING
HARDSCAPE.
WORK SEQUENCE: ALL ROUGH GRADING, MOUNDING AND WEED CONTROL MEASURES SHALL BE COMPLETED PRIOR TO SOIL PREPARATION. SOIL PREPARATION WORK SHALL NOT
COMMENCE UNTIL THE AGRONOMIC SOILS TEST HAS BEEN COMPLETED. SHOULD 30 CALENDAR DAYS ELAPSE BETWEEN COMPLETION OF SOIL PREPARATION AND COMMENCEMENT OF
PLANTING, ALL AREAS SHALL BE PREPARED AGAIN.
SOILS TEST: THE CONTRACTOR SHALL TAKE SOILS SAMPLES AND SHALL OBTAIN AGRONOMIC SOILS TESTS FOR ALL PLANTING AREAS AFTER COMPLETION OF ROUGH GRADING AND
PRIOR TO START OF SOIL PREPARATION WORK. TESTS SHALL BE PERFORMED BY AN APPROVED AGRONOMIC SOILS TESTING LABORATORY AND SHALL INCLUDE A FERTILITY AND
SUITABILITY ANALYSIS WITH WRITTEN RECOMMENDATIONS FOR SOIL PREPARATION, PLANTING BACKFILL MIX, AUGER HOLE REQUIREMENTS, AND POST PLANT FERTILIZATION PROGRAM.
THE SOILS REPORT RECOMMENDATIONS WILL TAKE PRECEDENCE OVER THE MINIMUM AMENDMENT AND FERTILIZER APPLICATION RATES SPECIFIED HEREIN ONLY IF THE SOILS REPORT
RECOMMENDATIONS EXCEED THE SPECIFIED MINIMUMS.
WEED CONTROL MEASURES: UPON COMPLETION OF ALL ROUGH GRADING WORK, AND PRIOR TO SOIL PREPARATION, PERFORM WEED CONTROL MEASURES AS FOLLOWS: 1. IRRIGATE
ALL AREAS DESIGNATED TO BE PLANTED FOR A MINIMUM OF 10 MINUTES PER SETTING, TWO SETTINGS PER DAY FOR SEVEN DAYS TO GERMINATE ALL WEED SEED POSSIBLE. 2. APPLY A
SYSTEMIC WEED KILLER AND ALLOW SUFFICIENT TIME TO OBTAIN COMPLETE KILL OF ALL WEEDS GERMINATED. 3. REPEAT STEP ONE ABOVE. 4. REPEAT STEP TWO ABOVE.
SOIL PREPARATION: IN ALL PLANTING AREAS WITH GRADIENTS LESS THAN 3:1, AREAS TO BE SOIL PREPARED SHALL FIRST BE CROSS RIPPED TO A MINIMUM DEPTH OF 6" WITH TRACTOR
TINES SPACED AT MAXIMUM 18" ON CENTER. FOLLOWING CROSS-RIP OPERATIONS, A LAYER OF SOIL AMENDMENTS SHALL BE SPREAD AND ROTOTILLED INTO THE SOIL TO A MINIMUM OF
4 INCHES, OR AS RECOMMENDED BY THE SOILS REPORT IF GREATER, SO THAT THE SOIL SHALL BE LOOSE, FRIABLE, AND FREE FROM ROCKS, STICKS, AND OTHER OBJECTS UNDESIRABLE
TO PLANTING.
AMENDMENT APPLICATION RATES: THE FOLLOWING SOIL AMENDMENTS SHALL BE ADDED PER 1,000 SQUARE FEET TO ALL PLANTING AREAS WITH GRADIENTS LESS THAN 3:1 (AGRONOMIC
SOIL TEST RECOMMENDATIONS SHALL TAKE PRECEDENCE WHERE THESE MINIMUM AMOUNTS ARE EXCEEDED):
1. 6 CUBIC YARDS TYPE I ORGANIC SOIL AMENDMENT.
2. 15 POUNDS COMMERCIAL FERTILIZER.
3. 100 POUNDS GYPSUM.
4. SOIL SULFUR PER SOILS REPORT.
ALL SHRUB AND GROUNDCOVER AREAS ARE TO BE TOP-DRESSED WITH 3" THICK LAYER OF LOCALLY COMPOSTED SHREDDED TREE BARK OR APPROVED EQUIVALENT. INSTALL MULCH
PRIOR TO GROUNDCOVER PLANTING.
PLANTING NOTES:
TREES CODE BOTANICAL NAME COMMON NAME SIZE WATER USAGE QTY
CHIL Chilopsis linearis `Burgundy`Burgundy Desert Willow 24" Box LOW 5
PALO Parkinsonia x `Desert Museum`Desert Museum Palo Verde 24" Box LOW 5
SHRUBS CODE BOTANICAL NAME COMMON NAME SIZE WATER USAGE QTY
DASY Dasylirion wheeleri Grey Desert Spoon 15 gal. pot LOW 9
GAUR Gaura lindheimeri `Pink Cloud`Pink Cloud Gaura 5 gal. pot MODERATE 110
LEUC Leucophyllum frutescens `Compacta`Compact Texas Ranger 5 gal. pot LOW 61
GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE WATER USAGE QTY SPACING
BACC Baccharis pilularis `Pigeon Point`Pigeon Point Coyote Brush 1 gal.LOW 43 36" o.c.
LANT Lantana x `New Gold`New Gold Lantana 1 gal.LOW 207 36" o.c.
#57 CALIFORNIA GOLD
CRUSHED GRAVEL (3/4" - 1")
4,635 SQ. FT.
PLANTING SCHEDULE
N
O
R
T
H
SCALE: 1"=10'-0"
0 5 10 20 40
D:\Google2\Work\00 - Jobs\Starbucks Lake Elsinore\Landscaping\L-0_Landscaping_Starbucks_LakeElsinore.dwg, 4/5/2021 4:18:27 PM, AutoCAD PDF (General Documentation).pc3
STARBUCKS BUILDING FOUR CORNERS PLAZAC20-L06
MARCH 2021
PROJECT ADDRESS:16831 LAKESHORE DR,LAKE ELSINORE, CA 92530A.P.N: 379-224-015THOM A S R .ST
E
ENOSTAT
E
OF C A L IF O RNIAC-26448LICENSED ARCH
I
T
ECTR
E
N. 2 /2 8 /2 3THESE DOCUMENTS AND THE
DESIGN AND IDEAS
INCORPORATED HEREIN, AS AN
INSTRUMENT OF A
PROFESSIONAL SERVICE, ARE
THE SOLE PROPERTY OF
STEENO DESIGN STUDIO INC.
ANY USE, IN WHOLE OR IN PART
FOR WHICH THEY WERE NOT
PROVIDED SHALL BE UNLAWFUL P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 81 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLY
WITH THE 2019 CALIFORNIA
BUILDING CODE WHICH ADOPTS
THE 2019 CMC, 2019 CPC, 2019
CEC, 2019 CGC, 2019 CRC AND
THE 2019 ENERGY STANDARDS
REVISIONS
DATE FINISHED www.steenodesign.comPROJECT:JOB NO.
SHEET NAME:
PAGE INC.DESIGN STUDIOARCHITECTURE DESIGN PLANNINGS T E E N ODRIPLINE
DETAILS
L-3
AS SPECIFIED
AS SPECIFIEDHARDSCAPE
1 2 3 4 5 6 LEGEND:
1
2
NOTES
AIR RELIEF VALVE (MPT) INSTALLED IN
VALVE BOX AT OPTIMAL HIGHEST POINT FROM
CONTROL ZONE KIT. MULTIPLE AIR RELIEF VALVES
MAY BE NEEDED TO ACCOMMODATE DIFFERENCES IN
GRADE.(NOT REQUIRED WITH CV DRIPLINE)
OPERATION INDICATOR TO BE INSTALLED AT OPTIMAL
FURTHEST POINT FROM CONTROL ZONE KIT IN CLEAR
VIEW WHEN POPPED UP.
FLUSH POINT TO BE INSTALLED AT OPTIMAL FURTHEST
POINT FROM CONTROL ZONE KIT TO ALLOW FOR
MAXIMUM DEBRIS FLUSH IN SYSTEM. (NOT REQUIRED
WITH CV DRIPLINE)
TECHLINE DRIPLINE (CV) PER PLAN
OPERATION-INDICATOR ON SWING ARM
3
4
AIR RELIEF VALVE IN VALVE BOX
(NOT REQUIRED WITH CV DRIPLINE)
5
7 DRIP CONTROL ZONE KIT PER PLAN
6
FLUSH POINT IN SUBTERRANEAN BOX
(NOT REQUIRED WITH CV DRIPLINE)
NETAFIM BARBED INSERTS TYP.
LANDSCAPE ISLAND CURB
7
NETAFIM TECHLINE DRIPLINE - PARKING LOT ISLAND
NOT TO SCALE08
NETAFIM DRIPLINE - CONNECTION WITH DRIPLINE AND ELBOW
NOT TO SCALE06
1
2
LEGEND:
TECHLINE DRIPLINE (CV) PER PLAN
3 FINISHED GRADE
6
RISER - LENGTH AS REQUIRED
NETAFIM BARBED INSERTS TYP.
5
MULCH (AS SPECIFIED)
7
SOIL
8 PVC OR TECHLINE CV SUPPLY HEADER -
SIZE PER PLAN
DEPTH PER PLAN
4
1
2
3
4
5
6
7
8
NETAFIM BARBED INSERTS TYP.
LEGEND:
7
8
1
2
NOTES
AIR RELIEF VALVE (MTP) INSTALLED IN
VALVE BOX AT OPTIMAL HIGHEST POINT
FROM CONTROL ZONE KIT. MULTIPLE
AIR RELIEF VALVES MAY BE NEEDED TO
ACCOMMODATE DIFFERENCES IN
GRADE. (NOT REQUIRED WITH CV)
ECO-INDICATOR TO BE INSTALLED AT
OPTIMAL FURTHEST POINT FROM
CONTROL ZONE KIT IN CLEAR VIEW
WHEN POPPED UP.
FLUSH POINT TO BE INSTALLED AT
OPTIMAL FURTHEST POINT FROM
CONTROL ZONE KIT TO ALLOW FOR
MAXIMUM DEBRIS FLUSH IN SYSTEM.
(NOT REQUIRED WITH CV)
TECHLINE DRIPLINE (CV) PER PLAN
3 NETAFIM BARBED INSERTS TYP.
4 AIR RELIEF VALVE IN VALVE BOX
(NOT REQUIRED WITH CV)
5 PVC OR TECHLINE CV EXHAUST HEADER
PER PLAN
7 PVC OR TECHLINE CV SUPPLY HEADER
LATERAL PER PLAN
8 DRIP CONTROL ZONE KIT PER PLAN
6
FLUSH POINT IN SUBTERRANEAN BOX
(NOT REQUIRED WITH CV DRIPLINE)
ECO-INDICATOR ON SWING ARM
2
3
4
1
5
6
NETAFIM TECHLINE DRIPLINE - PLANTING BED CENTER FEED
NOT TO SCALE07
AS SPECIFIED
NETAFIM TECHLINE DRIPLINE - CONNECTION WITH DRIPLINE AND TEE
NOT TO SCALE03
1
2
LEGEND:
TECHLINE DRIPLINE (CV) PER PLAN
3
6
RISER - LENGTH AS REQUIRED
NETAFIM BARBED INSERTS TYP.
FINISHED GRADE
5
MULCH (AS SPECIFIED)
7
SOIL
8 PVC OR TECHLINE CV SUPPLY HEADER -
SIZE PER PLAN
DEPTH PER PLAN
4
1
2
3
4
5
6
7
8
NETAFIM BARBED INSERTS TYP.
NETAFIM TECHLINE DRIPLINE - CONNECTION WITH PVC RISER AND ELBOW
NOT TO SCALE05
1
2
LEGEND:
TECHLINE DRIPLINE (CV) PER PLAN
3 FINISHED GRADE
6
PVC RISER - SIZE AND LENGTH AS
REQUIRED
NETAFIM BARBED INSERTS TYP.
5 PVC ELBOW
7
SOIL
8 PVC SUPPLY HEADER - SIZE PER PLAN
DEPTH PER PLAN
4 MULCH (AS SPECIFIED)
1
2
3
4
5
6
7
8
NETAFIM TECHLINE DRIPLINE - CONNECTION WITH PVC RISER AND TEE
NOT TO SCALE01
1
2
LEGEND:
TECHLINE DRIPLINE (CV) PER PLAN
3
6
PVC RISER - SIZE AND LENGTH AS
REQUIRED
NETAFIM BARBED INSERTS TYP.
FINISHED GRADE
4 MULCH (AS SPECIFIED)
7
SOIL
8 PVC SUPPLY HEADER - SIZE PER PLAN
DEPTH PER PLAN 5 PVC TEE
1
2
3
5
6
7
8
4
AS SPECIFIEDAS SPECIFIED
LEGEND:
1
2
NOTES
TRIANGULATE EMITTERS TO MAXIMIZE
COVERAGE
TECHLINE DRIPLINE (CV) PER PLAN
HEDGE ROW (SEE PLANTING PLAN)
2
1
NETAFIM TECHLINE DRIPLINE - HEDGE ROW
NOT TO SCALE04
HARDSCAPE
AS SPECIFIED
APPROX.4" (10.1 CM)
HARDSCAPE
2
1
3
4
5
6
LEGEND:
1
2
TECHLINE DRIPLINE (CV) PER PLAN
OPERATION-INDICATOR ON SWING ARM
AIR RELIEF VALVE IN VALVE BOX
(NOT REQUIRED WITH CV DRIPLINE)
NETAFIM BARBED INSERTS TYP.
4
5
DRIP CONTROL ZONE KIT PER PLAN
3
FLUSH POINT IN SUBTERRANEAN BOX
(NOT REQUIRED WITH CV DRIPLINE)
NOTES
AIR RELIEF VALVE (MPT) INSTALLED IN
VALVE BOX AT OPTIMAL HIGHEST POINT
FROM CONTROL ZONE KIT. MULTIPLE
AIR RELIEF VALVES MAY BE NEEDED TO
ACCOMMODATE DIFFERENCES IN
GRADE.(NOT REQUIRED WITH CV
DRIPLINE)
OPERATION INDICATOR TO BE INSTALLED
AT OPTIMAL FURTHEST POINT FROM
CONTROL ZONE KIT IN CLEAR VIEW
WHEN POPPED UP.
FLUSH POINT TO BE INSTALLED AT
OPTIMAL FURTHEST POINT FROM
CONTROL ZONE KIT TO ALLOW FOR
MAXIMUM DEBRIS FLUSH IN SYSTEM.
(NOT REQUIRED WITH CV DRIPLINE)
6
NETAFIM TECHLINE DRIPLINE - IRREGULAR PLANTED AREA
NOT TO SCALE02AS SPECIFIEDD:\Google2\Work\00 - Jobs\Starbucks Lake Elsinore\Landscaping\L-0_Landscaping_Starbucks_LakeElsinore.dwg, 4/5/2021 4:18:29 PM, AutoCAD PDF (General Documentation).pc3
STARBUCKS BUILDING FOUR CORNERS PLAZAC20-L06
MARCH 2021
PROJECT ADDRESS:16831 LAKESHORE DR,LAKE ELSINORE, CA 92530A.P.N: 379-224-015THOM A S R .ST
E
ENOSTAT
E
OF C A L IF O RNIAC-26448LICENSED ARCH
I
T
ECTR
E
N. 2 /2 8 /2 3THESE DOCUMENTS AND THE
DESIGN AND IDEAS
INCORPORATED HEREIN, AS AN
INSTRUMENT OF A
PROFESSIONAL SERVICE, ARE
THE SOLE PROPERTY OF
STEENO DESIGN STUDIO INC.
ANY USE, IN WHOLE OR IN PART
FOR WHICH THEY WERE NOT
PROVIDED SHALL BE UNLAWFUL P H O N E ( 7 6 0 ) 2 4 4 - 5 0 0 1 F A X ( 7 6 0 ) 2 4 4 - 1 9 4 81 1 7 7 4 H E S P E R I A R O A D, S U I T E B H E S P E R I A, C A. 9 2 3 4 5 THESE PLANS SHALL COMPLY
WITH THE 2019 CALIFORNIA
BUILDING CODE WHICH ADOPTS
THE 2019 CMC, 2019 CPC, 2019
CEC, 2019 CGC, 2019 CRC AND
THE 2019 ENERGY STANDARDS
REVISIONS
DATE FINISHED www.steenodesign.comPROJECT:JOB NO.
SHEET NAME:
PAGE INC.DESIGN STUDIOARCHITECTURE DESIGN PLANNINGS T E E N OIRRIGATION
DETAILS
CONTINUED
L-4
NETAFIM LVCZ KIT - 1" LOW VOLUME
CONTROL ZONE WITH DISC FILTER
IRRIGATION VALVE BOX: HEAT STAMP LID
WITH 'RCV' IN 2" LETTERS
WATERPROOF CONNECTORS (2)
18"-24" COILED WIRE TO CONTROLLER
FINISH GRADE AT ADJACENT SURFACE
(TURF OR MULCH)
SCH. 80 CLOSE NIPPLE, MATCH SIZE TO
VALVE
ISOLATION VALVE, SIZE AND TYPE PER PLAN
PVC SLIP X MPT ADAPTOR
BRICK SUPPORTS (4)
FILTER FABRIC - WRAP TWICE AROUND
BRICK SUPPORTS
3/4" WASHED GRAVEL - 4" MIN. DEPTH
IRRIGATION LATERAL
MAINLINE LATERAL AND FITTINGS
LEGEND
MIN. 1"(26MM CLEAR)12
NO SCALE
NETAFIM LVCZ REMOTE VALVE
WITH ISOLATION VALVE05
5
6
8
7
1311
10
9
8
6
34 21 5
13
12
11
10
9
8
7
6
5
4
3
2
1
BALL VALVE
"CARSON" OR APPROVED
EQUAL 10" ROUND
PLASTIC VALVE BOX WITH
LOCKABLE LID
FINISH GRADE AT 1" BELOW
TOP OF BOX IN TURF AREAS;
2" BELOW TOP OF BOX IN
SHRUB/GROUNDCOVER
AREAS.
BALL VALVE
PVC MALE ADAPTER
8" MINIMUM LAYER OF PEA
GRAVEL
RED BRICK TYPICAL,
4 REQUIRED
IF HARDSCAPE EXISTS: SAWCUT,
REMOVE AND REPAVE TO GRADE. DO
NOT HYDRODRILL UNDER A.C. PAVING
HARDSCAPE MATERIAL BACKFILL NATIVE SOIL, NO ROCKS 1/2"Ø OR
LARGER. COMPACT TO 90% DENSITY.
6" DEEP PLASTER SAND
NOTE:
ALL SLEEVES PVC SCH. 40 EXTEND
SLEEVE 18" BEYOND PAVING EDGES. DO
NOT INSTALL UNDER HANDICAP RAMPS.
USE 45° ELLS TO CHANGE DEPTH
ENTERING AND EXITING SLEEVE.
TRENCHINGSLEEVING
BACKFILL NATIVE SOIL, NO ROCKS 12"Ø OR
LARGER. COMPACT TO NATIVE DENSITY
AND MATCH GRADE.
FINISH GRADE
LATERAL LINE--SNAKE IN TRENCH
PLASTER SAND
MAINLINE--SNAKE IN TRENCH
CONTROL WIRES--BUNDLE AND
WRAP @ 15' O.C. AND INSTALL
W/AND BELOW TOP OF MAINLINE.
NOTE:MIN. COVER2'-0"18"12"4"2"6"2'-0"6"4"2"CLR.RECESSED BUBBLER
PVC CAP
FIN. GRADE
PVC LATERAL
AND SxTxS TEE.
6" Ø PERFORATED PIPE.
FILL W/ 3/4" GRAVEL.
PVC THREADED FITTINGS
CL
2"2'-0"3"1"18" TO TREE TRUNK
LATERAL DEPTHREDUCED PRESSURE BACKFLOW DEVICE
PVC MAINLINE
FINISH GRADE
FLOW
18"12"minBRASS FITTINGS AND NIPPLES
BRASS RISERS 1 1/2" (VERIFY SIZE)
BRASS UNION @ RISER MIDPOINT
COMPACT SOIL AROUND
UPRIGHT PIPES
ADAPTERS BRASS TO
PVC.
CONCRETE
THRUST BLOCKING
REDUCED PRESSURE DEVICE
ASSEMBLY SEE LEGEND.
SEE IRRIGATION LEGEND FOR
SIZE AND LOCATION INSTALL PER ALL
APPLICABLE CODES
SLEEVE--TWICE THE SIZE OF
LATERAL
PIPE ENCASED.
CONTROL WIRE SLEEVE--SEPARATE
FROM PIPING. SIZE LARGE ENOUGH TO
PULL WIRES FREELY. INSTALL
ADJACENT TO MAINLINE.
MAINTAIN VERTICAL AND
HORIZONTAL DISTANCE FROM
OTHER TRADES PER CODES.
BUBBLER HEAD, RAINBIRD RWS
SERIES OR EQUIVALENT SYSTEM
NO SCALE04NO SCALE03NO SCALE02
NO SCALE06
NO SCALE01
NETAFIM TECHLINE DRIPLINE - PLANTING BED
NOT TO SCALE
AS SPECIFIED
2
3
4
1 LEGEND:
5
6
7
8
1
2
NOTES
AIR RELIEF VALVE (MPT) INSTALLED IN
VALVE BOX AT OPTIMAL HIGHEST POINT
FROM CONTROL ZONE KIT. MULTIPLE
AIR RELIEF VALVES MAY BE NEEDED TO
ACCOMMODATE DIFFERENCES IN
GRADE.(NOT REQUIRED WITH CV
DRIPLINE)
OPERATION INDICATOR TO BE INSTALLED
AT OPTIMAL FURTHEST POINT FROM
CONTROL ZONE KIT IN CLEAR VIEW
WHEN POPPED UP.
FLUSH POINT TO BE INSTALLED AT
OPTIMAL FURTHEST POINT FROM
CONTROL ZONE KIT TO ALLOW FOR
MAXIMUM DEBRIS FLUSH IN SYSTEM.
(NOT REQUIRED WITH CV DRIPLINE)
TECHLINE DRIPLINE (CV) PER PLAN
OPERATION-INDICATOR ON SWING ARM
3
4 AIR RELIEF VALVE IN VALVE BOX
(NOT REQUIRED WITH CV DRIPLINE)
5
7
8 DRIP CONTROL ZONE KIT PER PLAN
6 FLUSH POINT IN SUBTERRANEAN BOX
(NOT REQUIRED WITH CV DRIPLINE)
NETAFIM BARBED INSERTS TYP.
PVC OR TECHLINE CV EXHAUST HEADER
PER PLAN
PVC OR TECHLINE CV SUPPLY HEADER
PER PLAN
AS SPECIFIED07
HFS FLOW SENSOR09 NO SCALE
08 NO SCALE
IRRIGATION CONTROLLER,
WALL MOUNT WITH FLOW-CLIK
ROOT ZONE WATERING SYSTEM - 36"10 NO SCALE
D:\Google2\Work\00 - Jobs\Starbucks Lake Elsinore\Landscaping\L-0_Landscaping_Starbucks_LakeElsinore.dwg, 4/5/2021 4:18:31 PM, AutoCAD PDF (General Documentation).pc3
INC.SITETECH
PROPOSED NEW STARBUCKS
10.26.2020
FOUR CORNERS PLAZA
31089 RIVERSIDE DRIVE
LAKE ELSINORE, CA 92530
STOREFRONT - DARK BRONZE
ENGINEERED WOOD LAP SIDING BY
LOUISIANA PACIFIC IN CEDAR
TEXTURE WITH 5/4 TRIM, PAINTED
SW9115 “COWBOY BOOTS”
CAPS & TRIM - SHERWIN WILLIAMS
#7048 URBANE BRONZE
RUSTED CORRUGATED METAL
HORIZONTAL WALL PANEL BY
WESTERN STATES METAL
STUCCO - OMEGAFLEX
SMOOTH FINISH #9241 AUTUMN