Press Alt + R to read the document text or Alt + P to download or print.
This document contains no pages.
HomeMy WebLinkAbout2.0_Bristol Chevron Service Station_PA2012-073CITY OF NEWPORT BEACH
PLANNING COMMISSION STAFF REPORT
August 23, 2012
Agenda Item 2
SUBJECT: Bristol Chevron Service Station
(PA2012 -073)
2121 Bristol Street
Conditional Use Permit No. UP2012 -012
APPLICANT: Chevron Products, Co.
PLANNER: Melinda Whelan, Assistant Planner
(949) 644 -3221, mwhelan(c�newportbeachca.gov
PROJECT SUMMARY
Amend the existing use permit to construct the following: a 2,945- square -foot convenience
store, an additional automated car wash bay next to an existing renovated car wash bay, a
new canopy with five new dispensers, and a trash enslosure with recycling bins.
Demolition would include three service bays, a snack shop, an existing canopy and six
dispensers. The existing underground storage tanks and the Healy clean air system will
remain. Also included in the request is a Type 20 (Off Sale Beer & Wine) ABC license.
RECOMMENDATION
1) Conduct a public hearing; and
2) Adopt Resolution No. _ approving Conditional Use Permit No. UP2012 -012 No.
(Attachment No. PC 1).
Bristol Service Station
August 23, 2012
Page 2
LOCATION
VICINITY MAP
ZONING
CURRENT USE
ON -SITE
3822 '3831
3800. 38/1
-
Chevron Service Station
n. 3T 0 2011 3843:,
N/A
N/A
.
3833 '
2001
('
3720 '• !
Bristol Service Station
August 23, 2012
Page 3
Proiect Settin
The existing service station site (39,956 square feet, 0.92 acre) is located at the
southeast corner of the intersection of Bristol Street and Irvine Avenue. The Del Taco
parking lot is directly adjacent the southeast property line. Adjacent the southwest
property line are two parcels. The parcel fronting on Irvine Avenue is developed with a
mini mart. The land locked property to the rear is developed with a vacant commercial
office building which is currently being used for private storage by the mini mart owner.
The project site is currently developed with a Chevron gas station which was permitted
as reconstruction of an older gas station under Use Permit No. 3010 in 1982 and
amended in 1987 to construct an automated car wash. A copy of the Use Permits are
provided in Attachment No. PC 3.
Project Description
Amend the existing Use Permit to construct the following: a new 2,945- square -foot
convenience store, renovation of the existing 654- square -foot car wash and providing an
additional car wash bay including equipment room (1,628 square feet), and a new canopy
with 5 new dispensers. Demolition would include 1,950 square feet of 3 service bays and a
snack shop, a 3,180 square -foot canopy and 6 dispensers. The existing underground
storage tanks and the Healy clean air system will remain. Also included in the request is a
Type 20 (Off Sale Beer & Wine) ABC license. A new trash enclosure including recycling
bins will be constructed. The project would be implemented in two phases. Phase One
would include the new convenience store, canopy, dispensers, landscaping, trash
enclosure and renovation of the existing car wash including the addition of an
equipment room. The car wash expansion would occur in Phase Two.
Operational hours of the service station and convenience store would be 24- hours,
seven - days -a -week, consistent with the current operation. Alcohol would be conditioned
so that it is not to be sold between the hours of 2:00 a.m. and 6:00 a.m. The car wash
would operate from 7:00 a.m. to 10:00 p.m. daily.
DISCUSSION
Analysis
General Plan and Zoning Code
The subject property is located within the General Plan Statistical Area J6 and has a
land use designation of General Commercial (CG). The CG designation is intended to
provide for a wide variety of commercial activities oriented primarily to serve citywide or
regional needs. Gasoline stations, convenience stores, and food service establishments
are permitted uses within this land use designation. The General Plan allows a
Bristol Service Station
August 23, 2012
Page 4
maximum 79,912 gross sq. ft. (.50 FAR) for the site (39,956 sq. ft.). The total gross
square feet of the proposed project is consistent with the Land Use Element of the
General Plan (proposed convenience market - 2,945 sq. ft, existing and new car wash
bays — 1,628 sq. ft. = 4,573 total sq. ft., 0.11 FAR).
The subject property is located within the Commercial General (CG) Zoning District.
Pursuant to Zoning Code Section 20.20.020.A, Table 2 -5 (Allowed Uses and Permit
Requirements), fuel /service stations are permitted within this zoning district. Pursuant to
Section 20.48.210.A (Service Stations, Allowable uses and activities), the proposed
convenience market and automated car wash uses are permitted as accessory uses for
the service station. Section 20.48.210.T.1 (Permit and Review Procedures, Conditional
Use Permit Required) of the Zoning Code requires approval of a conditional use permit
(CUP) for an existing service station whenever a request is made for the introduction of
any of the accessory uses allowed for service stations, the introduction of alcoholic
beverage sales, or any similar change in the operational characteristics of the service
station. Pursuant to Zoning Code Section 20.52.020 (Conditional Use Permits and
Minor Use Permits), an application for a CUP is subject to review by the Planning
Commission, which may approve or conditionally approve the project if facts are found
to make the findings required for approval.
The Zoning Code (Section 20.48.210 - Service Stations) lists prohibited uses and
activities and provides standards for the location of activities and operations that are
allowed to be conducted outside of the service station building. The proposed service
station and car wash operation will be consistent with the permitted activities and
operations standards.
Specific design and development standards for service stations are also provided in
Section 20.48.210 of the Zoning Code. Each standard, as it relates to the proposed
project, is discussed in Tables 1 and 2 (Service Station Design and Development
Standards and Landscaping Standards), which are included in Attachment No. PC 4.
The proposed project complies with all of the design standards.
City of Newport Beach Design Guidelines: Automobile Service Stations and Washing
Zoning Code Section 20.48.210.M (Site and architectural design) requires that service
station developments be consistent with the City of Newport Beach Design Guidelines:
Automobile Service Stations and Washing (Guidelines). The Guidelines, adopted May
24, 1999, are not regulatory and are intended to provide assistance in achieving a
quality design that enhances the proposed development and that will be compatible with
adjacent development and land uses.
The existing service station is consistent with the site design criteria stated in the
Guidelines (Attachment No. PC 5). A summary of the existing and proposed elements of
the project, as they relate to the Guidelines, is provided below.
Bristol Service Station
August 23, 2012
Page 5
Site Design, Architectural Design, and Details
The existing landscaped area at the corner of the site will be expanded with new
shrubs, perennials and three new palms thus the appearance provides the strong street
corner landscape element that the Guidelines encourage. The new canopy provides a
single structure and, although the dispensers were reduced from six to five, the general
area did not change as the existing underground storage tanks will be maintained. The
new car wash bays will be located at the rear of the site. The openings of the car wash
are not oriented toward the street and it has been designed to minimize any potential
visual and noise impacts to the adjacent land uses.
The storefront entrance tower element with mission tile roof acts as a focal point to the
customers creating a transition zone from the fueling area to the retail environment.
Articulated planes, foam cornices, accent tiles, projecting pilasters with stone tile and
concrete trim at the bottom, combined with quality materials, including natural stone,
painted stucco, and a warm color palette, provide a design that fits in with the
Mediterranean style theme. The convenience store and the service island canopy have
consistent materials and architectural and design elements such as tile roof, pilasters
with stone tiles and cornices. The existing carwash building will be re -faced to match the
other new structures with painted stucco walls, cornices and pilasters with stone tile and
concrete trim at the bottom providing a cohesive project site. The new trash enclosure
will be located to the rear of the property to minimize it's visibility to the public and will
be enhanced with vines and screened with landscaping.
The existing fuel tank vents (EVR) will remain towards the rear of the property and
screened from public view by the existing 6 foot high wall. The new landscaping will
provide additional screening and they will remain painted tan to blend in with the wall
and landscaping. Glare is minimized from the recessed fixtures in the fueling station
canopy. The exterior lighting throughout the site is concealed and directed away from
adjacent properties to avoid glare and light.
Access and Circulation
Access to the site is provided via four existing driveways, two adjacent to Irvine Avenue
and two adjacent to Bristol Street. The driveways provide good on -site circulation. The
existing drive aisles are wide and allow easy maneuverability throughout the site, and
provide sufficient on -site space for fuel delivery trucks so as not to disrupt circulation
during deliveries. The design and location of the car wash bays at the rear of the
property will not interfere with the service station convenience store and fueling
operation. The project has been reviewed by the City Traffic Engineer with
recommended conditions in place to ensure adequate access and circulation.
Landscaping
The entire site will be re- landscaped to enhance the overall appearance of the service
station and provides a buffer to the properties to the southeast and southwest. Areas of
Bristol Service Station
August 23, 2012
Page 6
green grass, shrubs, decorative plantings, and trees will be provided along the street
frontages. New planting areas adjacent to the proposed convenience store and car
wash bays will enhance the appearance of the buildings. All planting areas provide the
three tier system of grasses and groundcovers, shrubs and trees, as encouraged by the
Guidelines.
Signs
New signage will be proposed under a sign permit and a condition of approval is
included in the draft resolution, which requires new signs to comply with the sign
regulations contained in Section 20.42.080.K.3 (Service station signs).
Crime Prevention
The proposed floor plan for the new convenience market is designed to be entirely open
and visible to the cashier and employees. The exterior areas of the property are
adequately lighted to provide security on the site.
Noise Ordinance — Car Wash
A noise study was conducted by Colia Acoustical Consultants (Attachment No. PC 6) to
determine if the proposed car wash operation (car wash bays with dryers including
Silencer Package) will comply with the City's Noise Ordinance. The proposed operation
is during daytime hours only, 7:00 a.m. to 10:00 p.m., the study included noise
measurements taken during the day -time hours. Although the ambient noise levels of
the street traffic and aircraft exceeded the City's noise standards, the study uses the
City's noise standards as a worst case condition and to show how the noise impact of
the car wash will be lower than these and the ambient levels. The focus was on the
closest impact points of the south commercial areas. The double bays were accounted
for in the measurements and explanation of adding decibels is provided in the study.
The study also measured the exterior vacuums which are located closest to the
southerly property line adjacent the mini mart at approximately 87 feet.
The results of the study were that the projected daytime noise standard of 65 dBA
would not be exceeded with the car wash bays or the exterior vacuums. Therefore,
additional acoustical shielding (6 -foot property line wall will remain) is not required. The
following measures are incorporated into the design of the automated car wash bays to
ensure the noise levels are maintained: incorporate the Noise Silencer Package on the
dryer units within the carwashes and limit the operational hours to 7:00 a.m. to 10:00
p.m. These measures are included as conditions of approval in the draft resolution.
Alcoholic Beverage Sales — Off Site
The applicant has requested approval to include off -site beer and wine sales (Type 20
license). The Police Department has prepared an Alcohol Related Statistics report for
Bristol Service Station
August 23, 2012
Page 7
the project site (Attachment No. PC 7). The data from the Alcohol Related Statistics
Report is incorporated into the factors for consideration provided below.
Factors to Consider
Section 20.48.030 (Alcohol Sales) requires the Planning Commission to consider certain
factors when making the required findings to approve the Conditional Use Permit. A
discussion of these factors in support of the Conditional Use Permit is provided below.
1. The crime rate in the reporting district and adjacent reporting districts as compared
to other areas in the City
(2011 Data)
Reporting District
Part One Crimes
(Serious offenses)
Part Two Crimes
(All other offenses)
Part One Crimes
Rate (per 100,000
people)
RD No. 33
108
65
4,806.41
RD No. 31
54
29
2,403.20
RD No. 34
112
133
4,984.42
Newport Beach
2,408
3,343
2,820.46
The establishment is located within Reporting District 33 as well as part of Census Tract
631.01. The Part One Crimes Rate in Reporting District No. 33 (RD No. 33) is higher
than the Part One Crimes Rate for the City and for adjacent district RD 31 but lower
than adjacent district RD No. 34 (for a map of the City of Newport Beach Reporting
Districts, see Attachment No. PC 8). The crime rate in this reporting district is 14
percent above the City wide reporting district average. The higher crime rate within this
reporting district is due to the property crimes within the higher density business area
and Airport Area. While the proposed establishment is located in an area which has a
slightly higher concentration of alcohol licenses than the average for Orange County,
staff feels it is appropriate to allow the proposed off -site sale of beer and wine as a part
of the products offered by the convenience market located within the existing service
station.
2. The numbers of alcohol - related calls for service, crimes, or arrests in the reporting
district and the adjacent reporting districts.
Reporting District
DUI /Drunk Arrests
Total Arrests
Calls for Service
RD No. 33
17
50
776
RD No. 31
3
32
664
RD No. 34
40
122
1,758
Newport Beach
1,304
3,198
65,411
RD No. 33 has a higher number of Total Arrests, and Calls for Service recorded in 2011
compared to RD No. 31 and a lower number of Total Arrests and Calls for Service
Bristol Service Station
August 23, 2012
Page 8
compared to RD No. 34. The higher numbers are related primarily to the larger number
of alcohol service outlets located in RD No. 33 compared to RD No. 31 which is mostly
residential.
3. The proximity of the establishment to residential zoning districts, day care centers,
hospitals, park and recreation facilities, places of worship, schools, other similar
uses, and any uses that attract minors.
Residential properties are located more than 1,500 feet across Irvine Avenue and the
golf course to the northwest, over 1,000 feet across Birch to the southwest, and 850 feet
to the southeast of the subject site. The nearest recreational facilities are located within
the golf course. The actual course is located approximately 200 feet across Irvine
Avenue and the club is located approximately 1,700 square feet southwest on Irvine
Avenue. The project site is not located in close proximity to any churches, daycare
centers or schools. The closest school is the Montessori within the Santa Ana Heights
neighborhood which is more than 1,200 square feet to the south of the site. The
proposed use is located adjacent to other commercial uses.
The area in general is characterized by a high volume of traffic to the site from residents
and visitors traveling along Irvine Avenue and Bristol Street. The corner site is adjacent
to commercial uses. The draft resolution includes conditions of approval to minimize
negative impacts that the proposed off -site sale of beer and wine may have to
surrounding land uses and ensure that the use remains compatible with the surrounding
community.
4. The proximity of the other establishments selling alcoholic beverages for either off -
site or on -site consumption.
The Police Department has prepared an Alcohol Related Statistics report for the project
site that indicates an over concentration of alcohol licenses within this statistical area.
Reporting District
Active ABC License
Per Capita
RD No. 33
6
1 per 375 residents
RD No. 31
1
1 per 2,247 residents
RD No. 34
26
1 per 86 residents
County -wide
5,839
1 per 518 residents
The per capita ratio of 1 license for every 375 residents is higher than RD No. 31 and
lower than RD No. 34. It is also slightly higher than the average ratio for Orange County
(1 per 518 residents). However, this is due to the higher concentration of commercial
land uses and lower number of residential properties in the reporting district. RD No. 31
consists of mostly residential properties.
5. Whether or not the proposed amendment will resolve any current objectionable
conditions.
Bristol Service Station
August 23, 2012
Page 9
This factor is not applicable. Beer and wine sales are not currently permitted at this
location.
The Police Department has reviewed the concentration and crime statistics and the
potential impact of the proposed application on crime and police services, and
recommends approval of the establishment with a Type 20 (Beer and Wine) license with
Department of Alcoholic Beverage Control (ABC). A copy of the report is included in
Attachment No. PC 7.
The conditions of approval recommended by the Police Department in their report
related to design and security of the establishment are included in the conditions of
approval of the draft resolution. The Type 20 alcohol license and the conditions of
approval will effectively deter any potential problems which might have occurred with
the introduction of beer and wine sales from the convenience market. In addition, all
employees serving alcohol will be required to be at least 21 years of age and receive
ABC - required Licensee Education on Alcohol and Drugs (LEAD) training.
Alcohol Sales Finding
In accordance with Section 20.48.030 (Alcohol Sales) of the Newport Beach Municipal
Code, the Planning Commission must find that:
1. The use is consistent with the purpose and intent of Subsection 20.48.030 (Alcohol
Sales) of the Zoning Code.
The project has been reviewed and conditioned to ensure that the purpose and intent of
Section 20.48.030 (Alcohol Sales) of the Zoning Code is maintained and that a healthy
environment for residents and businesses is preserved. Beer and wine are products that
are typically found at convenience markets, and will be provided for the convenience of
customers using the service station. Operational conditions of approval recommended
by the Police department relative to the sale of alcoholic beverages will ensure
compatibility with the surrounding uses and minimize alcohol related impacts.
Use Permit Findings
In accordance with Sections 20.52.020.F, the Planning Commission must make the
following findings for approval for a use permit:
1. The use is consistent with the General Plan and any applicable specific plan.
2. The use is allowed within the applicable zoning district and complies with all
other applicable provisions of the Zoning Code and the Municipal Code.
3. The design, location, size, and operating characteristics of the use are
compatible with the allowed uses in the vicinity.
Bristol Service Station
August 23, 2012
Page 10
4. The site is physically suitable in terms of design, location, shape, size, operating
characteristics, and the provision of public and emergency vehicle (e.g., fire and
medical) access and public services and utilities.
5. Operation of the use at the location proposed would not be detrimental to the
harmonious and orderly growth of the City, or endanger, jeopardize, or otherwise
constitute a hazard to the public convenience, health, interest, safety, or general
welfare of persons residing or working in the neighborhood of the proposed use.
Summary
The proposed use is consistent with the General Plan and Zoning Code. Adequate
parking is provided on the project site. The hours of operation are compatible with uses
in the area and the 10:00 p.m. closing hour for the car wash bays will ensure the
establishment does not exceed the night -time standards of the noise ordinance. Beer
and wine sales will be provided as a convenience to the public. Operational conditions
of approval have been included to ensure the service station, car wash, and beer and
wine sales are compatible with the surrounding neighborhood. Staff believes the findings
for approval can be made and facts in support of the required findings are presented in the
draft resolution (Attachment No. PC 1).
Alternatives
1. The Planning Commission may suggest specific project modifications or
operational changes that are necessary to alleviate concerns. If the changes are
substantial, the item should be continued to a future meeting to allow redesign of
the project.
2. If the Planning Commission believes that there are insufficient facts to support
the findings for approval, the Planning Commission should deny the application
requests (Attachment No. PC 2). In which case, UP3010A will remain in effect
unless action is taken to revoke this permit.
Environmental Review
The project is categorically exempt under Section 15332, of the California
Environmental Quality Act (CEQA) Guidelines - Class 32 (In -Fill Development Projects).
The project meets all of the conditions required for this exemption which are provided
with supporting facts in the draft resolution found in Attachment No. PC 1.
Public Notice
Notice of this application was published in the Daily Pilot, mailed to all owners of
property within 300 feet of the boundaries of the site (excluding intervening rights -of-
way and waterways) including the applicant and posted on the subject property at least
10 days prior to the decision date, consistent with the provisions of the Municipal Code.
Bristol Service Station
August 23, 2012
Page 11
Additionally, the item appeared on the agenda for this meeting, which was posted at
City Hall and on the City website.
Prepared by:
Melinda Whelan
Assistant Planner
Submitted by:
a Wisneski, V\ICP, Deputy Director
ATTACHMENTS
PC 1 Draft Resolution with Findings and Conditions
PC 2 Draft Resolution for Denial
PC 3 UP3010 and UP 3010A
PC 4 Table 1: Service Station Design and Development Standards
Table 2: Landscaping Standards
PC 5 Design Guidelines: Automobile Service Stations and Washing
PC 6 Noise Study
PC 7 Police Department: Alcohol - Related Statistics and Report
PC 8 Police Department Reporting Districts
PC 9 Plans
Template.dotx: 07/31/12
Attachment No. PC 1
Draft Resolution with Findings and
Conditions
RESOLUTION NO. 2012-
A RESOLUTION OF THE PLANNING COMMISSION OF THE
CITY OF NEWPORT BEACH APPROVING CONDITIONAL USE
PERMIT NO. 2012 -012 FOR A NEW CONVENIENCE MARKET,
AN ADDITIONAL CAR WASH BAY NEXT TO AN EXISTING
RENOVATED CAR WASH BAY, A NEW CANOPY AND
DISPENSERS, A TRASH ENCLOSURE WITH RECYCLING BINS,
THE INTRODUCTION OF OFF -SITE BEER AND WINE SALES
(TYPE 20), AND DEMOLITION OF SERVICE BAYS AT AN
EXISTING SERVICE STATION LOCATED AT 2121 BRISTOL
STREET (PA2012 -073)
THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
601:1 09 Is] ►`IIIIIII&Ir_101LVAla.rr•»y_T"1601
1. An application was filed by Chevron Products Co., with respect to property located at
2121 Bristol Street, and legally described as shown on a map filed in Book 179, Page 48
of Parcel Maps in the office of the Orange County Recorder requesting approval of a
conditional use permit.
2. The applicant proposes a conditional use permit to construct the following: a 2,945 -
square -foot convenience store, an additional car wash bay next to an existing renovated
car wash bay, a new canopy with five new dispensers, and a trash enclosure with
recycling bins. Demolition would include three service bays, a snack shop, an existing
canopy and six dispensers. The existing underground storage tanks and the Healy clean
air system will remain. Also included in the request is a Type 20 (Off Sale Beer & Wine)
ABC license.
3. The subject property is located within the Commercial General (CG) Zoning District and
the General Plan Land Use Element category is General Commercial (CG).
4. The subject property is not located within the coastal zone.
5. A public hearing was held on August 23, 2012 in the City Hall Council Chambers, 3300
Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of
the meeting was given in accordance with the Newport Beach Municipal Code.
Evidence, both written and oral, was presented to, and considered by, the Planning
Commission at this meeting.
Planning Commission Resolution No.
Paqe 2 of 15
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
1. This project has been determined to be categorically exempt under the requirements
of the California Environmental Quality Act under Class 32 (In -fill Development
Projects). Class 32 consists of projects characterized as in -fill development meeting
the conditions described in this section.
(a) 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.
The subject property has a land use designation of General Commercial (CG) within
the General Plan. The CG designation is intended to provide for a wide variety of
commercial activities oriented primarily to serve citywide or regional needs.
Fuel /service stations, convenience stores, and car washing facilities are permitted
uses within this land use designation.
The property is located within the Commercial General (CG) Zoning District. The
convenience market and automated car wash uses are permitted as accessory uses to
the service station with approval of a conditional use permit (CUP).
(b) The proposed development occurs within city limits on a project site of no more than
five acres substantially surrounded by urban uses.
The project site is located at the intersection of Irvine Avenue and Bristol Street, which
are designated as "major roads" in the Circulation Element of the General Plan. This
site is 39,956 square feet (0.92 acre) in area and is completely surrounded by urban
uses. The Del Taco parking lot is directly adjacent the southeast property line.
Adjacent the southwest property line are two parcels (under common ownership). The
parcel fronting on Irvine Avenue is developed with a mini mart and the land locked
property to the rear is developed with a vacant commercial office building which is
currently being used for private storage by the mini mart owner.
(c) The project site has no value as habitat for endangered, rare or threatened species.
The site is currently fully developed with an existing service station and paved surface
parking lot, and does not contain any habitat for endangered, rare or threatened
species. Vegetation that exists on -site consists of non - native ornamental landscaping.
(d) Approval of the project would not result in any significant effects relating to traffic,
noise, air quality, or water quality.
Tmplt: 04/14/10
Planning Commission Resolution No.
Paqe 3 of 15
Traffic:
Per comments from the Public works Department, the proposed project will not result
in additional trip generation per ITE standards.
Noise:
The proposed redevelopment of the existing service station and addition of an
automated car wash bay will not generate a substantial increase in noise levels as
compared to the existing service station operation. The car wash bays have been
designed and hours have been limited to 7:00 a.m. to 10:00 p.m. to comply with the
noise ordinance.
Air Quality:
The addition of the car wash bay and larger convenience store will not result in an
overall increase in the average daily trips (ADT) to the site. The applicant expects
construction to take place in two phases. The first phase will take approximately 3
months and the second phase will take a maximum 3 months. The project will be
conditioned to comply with the regional AQMP established by the SCAQMD. This will
ensure that any construction impacts are minimized.
Water Quality:
The applicant has completed a Water Quality Management Plan (WQMP) and will be
required to comply with all requirements of the Zoning Code and Municipal Code
related to water quality.
(e) The site can be adequately served by all required utilities and public services.
Sewer collection and wastewater treatment services are provided by the City of
Newport Beach and the Orange County Sanitation District. All utilities (i.e. electricity,
natural gas, and telephone) are currently available and serve the existing site. Fire and
police protection facilities and services are located off of Jamboree Road on Santa
Barbara Drive.
SECTION 3. REQUIRED FINDINGS.
In accordance with Section 20.48.030 (Alcohol Sales) of the Newport Beach Municipal Code,
the following findings and facts in support of the findings for a use permit are set forth:
Finding
A. The use is consistent with the purpose and intent of Section 20.48.030 (Alcohol Sales of
the Zoning Code.
Facts in Support of Finding
A. -1. The project has been reviewed and conditions of approval are included to ensure that the
purpose and intent of Section 20.48.030 (Alcohol Sales) of the Zoning Code is
maintained and that a healthy environment for residents and businesses is preserved.
Tmplt: 04/14/10
Planning Commission Resolution No.
Paqe 4 of 15
The service of beer and wine is intended for the convenience of customers using the
service station. Operational conditions of approval recommended by the Police
Department relative to the sale of alcoholic beverages will ensure compatibility with the
surrounding uses and minimize alcohol related impacts.
In accordance with Section 20.52.020.F of the Newport Beach Municipal Code, the following
findings and facts in support of the findings for a use permit are set forth:
Finding
B. The use is consistent with the General Plan and any applicable specific plan;
Facts in Support of Finding
B. -1. The subject property has a land use designation of General Commercial (CG) within
the General Plan. The CG designation is intended to provide for a wide variety of
commercial activities oriented primarily to serve citywide or regional needs.
Fuel /service stations, convenience stores, and car washing facilities are permitted
uses within this land use designation. The service station, proposed remodel, and
addition of car wash bays are consistent with this designation.
B. -2. The service station development is located adjacent to Irvine Avenue and Bristol
Street, which consist of six lanes each. Bristol Street provides a major transportation
route connecting with the 73 Freeway. The proposed service station development will
provide services for visitors to the City as well as residents and employees of
businesses located within the area and throughout the City.
B. -3. The subject property is not part of a specific plan area.
Finding
C. The use is allowed within the applicable zoning district and complies with all other
applicable provisions of this Zoning Code and the Municipal Code;
Facts in Support of Finding
C. -1. The site is located in the Commercial General (CG) Zoning District. The CG zoning
district is intended to provide for areas appropriate for a wide variety of commercial
activities oriented primarily to serve City -wide or regional needs. The proposed service
station development is located at the intersection of two major roads and will provide
services for visitors to the City as well as residents and employees of businesses
located within the area and throughout the City.
Tmplt: 04/14/10
Planning Commission Resolution No.
Paqe 5 of 15
Finding
D. The design, location, size, and operating characteristics of the use are compatible with
the allowed uses in the vicinity;
Facts in Support of Finding
D. -1. The subject site is located at the southeast corner of the intersection of Bristol Street
and Irvine Avenue. The site is surrounded by commercial properties. The site provides
a convenient location for visitors to the area, residents and employees of the
neighboring areas to purchase fuel and convenience items. Conditions of approval are
included to minimize, to the greatest extent possible, any impacts to the surrounding
residential and commercial uses.
D. -2. The size of the site (0.92 acres) complies with the standards of the Zoning Code
related to minimum land area for service stations and car washing facilities and
vehicular access to the site is provided via four existing driveways, two adjacent to
Irvine Avenue and two adjacent to Bristol Street. The project is located and designed
to provide adequate circulation and parking on -site for the service station, convenience
market area, and the car wash bays.
D. -3. The hours of operation of the service station and convenience market, currently 24-
hours, seven - days -a -week, will remain the same. The original use permit did not limit
the hours of operation for the service station. It has been operating 24- hours, seven -
days -a -week for an indeterminate time and has not proven detrimental to the
neighborhood or City. The project includes conditions of approval to ensure that
potential conflicts are minimized to the greatest extent possible.
D.4. The automated car wash bays will be located at the rear of the site where the existing
car wash has been located since 1987 to provide adequate circulation and parking.
The existing car wash does not have any history of negative impacts to the site or the
surrounding area. The use permit includes conditions of approval requiring that the car
wash hours of operation are limited to 7:00 a.m. until 10:00 p.m. to comply with the
City's exterior noise standards.
Finding
E. The site is physically suitable in terms of design, location, shape, size, operating
characteristics, and the provision of public and emergency vehicle (e.g., fire and medical)
access and public services and utilities; and
Facts in Support of Finding
E. -1. The project is located at the intersection of two major roads. The area of the site (0.92
acres) meets the minimum size requirements for service stations required by the
Zoning Code, and is large enough to provide adequate access, circulation and on -site
parking to permit the new convenience store and two car wash bays.
Tmplt: 04/14/10
Planning Commission Resolution No.
Paqe 6 of 15
E. -2. The subject site is developed with the existing service station operation and there is
adequate public and emergency vehicle access, public services, and utilities, which
are existing on the site to accommodate the proposed project development.
E. -3. The improvements to the project site will comply with all Building, Public Works, and
Fire Codes. All ordinances of the City and all conditions of approval will be complied
with.
Finding
F. Operation of the use at the location proposed would not be detrimental to the harmonious
and orderly growth of the City, or endanger, jeopardize, or otherwise constitute a hazard
to the public convenience, health, interest, safety, or general welfare of persons residing
or working in the neighborhood of the proposed use.
Facts in Support of Finding
F. -1. The existing service station has been in operation since 1982 pursuant to Use Permit No.
3010 (which was for reconstruction of the older service station), has not proven
detrimental to the area, and has demonstrated that it is compatible with the neighboring
commercial uses. Furthermore, Use Permit No. 3010 A. was approved in 1987 for the
addition of an automated car wash which also has not proven detrimental to the area
and has demonstrated compatibility with the neighborhood.
F. -2. Conditions of approval are included in the draft resolution, which will ensure that potential
conflicts with the surrounding commercial land uses are minimized to the greatest extent
possible.
F. -3. The automated car wash bays will be located at the rear of the site to maintain
adequate circulation and parking on the site. The conditional use permit includes
conditions of approval requiring that the hours of operation be limited to 7:00 a.m. until
10:00 p.m. to comply with the City's exterior noise standards.
F. -4. The operational conditions of approval recommended by the Police Department
relative to the sale of alcoholic beverages will ensure compatibility with the
surrounding uses and minimize any impacts to the surrounding area, which are related
to the sale of alcohol from the convenience store.
Facts in Support of Finding
G. -1. The overall site plan and architectural design of the existing service station and
proposed car wash operation are consistent with the City of Newport Beach Design
Guidelines: Automobile Service Stations and Washing.
Tmplt: 04/14/10
Planning Commission Resolution No.
Paqe 7 of 15
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Planning Commission of the City of Newport Beach hereby approves Conditional
Use Permit Application No. UP2012 -012, subject to the conditions set forth in draft
resolution, which is attached hereto and incorporated by reference.
2. This action shall become final and effective fourteen days after the adoption of this
Resolution unless within such time an appeal is filed with the City Clerk in accordance
with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal
Code.
PASSED, APPROVED AND ADOPTED THIS 23d DAY OF AUGUST, 2012.
AYES:
NOES:
ABSTAIN:
ABSENT:
BY:
Michael Toerge, Chairman
M3
Fred Ameri, Secretary
Tmplt: 04/14/10
Planning Commission Resolution No.
Paqe 8 of 15
EXHIBIT "A"
CONDITIONS OF APPROVAL
PLANNING
1. This resolution supersedes Planning Commission Use Permit Nos. UP3010 and
UP3010 A, which upon vesting of the rights authorized by this application, shall
become null and void six months following the issuance of building permits for the
proposed project.
2. The project is subject to all applicable City ordinances, policies, and standards, unless
specifically waived or modified by the conditions of approval.
3. The development shall be in substantial conformance with the approved site plan, floor
plan(s), and building elevation(s) stamped and dated with the date of this approval.
(Except as modified by applicable conditions of approval).
4. Hours of operations for the car wash shall be limited to 7:00 a.m. until 10:00 p.m. daily.
The hours of operation of the service station and convenience market (24 hours -a -day, 7
days -a -week) are permitted to continue.
5. The existing fuel tank vents (EVR) shall be screened and painted to blend in with the
landscaping and existing property line wall.
6. This Use Permit may be modified or revoked by the City Council or the Planning
Commission should they determine that the proposed uses or conditions under which it is
being operated or maintained is detrimental to the public health, welfare or materially
injurious to property or improvements in the vicinity or if the property is operated or
maintained so as to constitute a public nuisance.
7. The applicant is required to obtain all applicable permits from the City Building and Fire
Departments. The construction plans must comply with the most recent, City- adopted
version of the California Building Code. The construction plans must meet all applicable
State Disabilities Access requirements. Approval from the Orange County Health
Department is required prior to the issuance of a building permit.
8. Any change in operational characteristics, hours of operation, expansion in area, or other
modification to the approved plans, shall require an amendment to this Use Permit or the
processing of a new Use Permit.
9. The applicant shall comply with all federal, state, and local laws. Material violation of any
of those laws in connection with the use may be cause for revocation of this Use Permit.
Tmplt: 04/14/10
Planning Commission Resolution No.
Paqe 9 of 15
10. This approval was based on the particulars of the individual case and does not in and of
itself or in combination with other approvals in the vicinity or Citywide constitute a
precedent for future approvals or decisions.
11. Use Permit No. 2012 -012 shall expire unless exercised within 24 months from the date of
approval as specified in Section 20.54.60 of the Newport Beach Municipal Code, unless
an extension is otherwise granted.
12. Should this business be sold or otherwise come under different ownership, any future
owners or assignees shall be notified in writing of the conditions of this approval by the
current owner or leasing company.
NOISE
13. As recommended in the noise study, the renovated car wash and additional bay shall be
improved with the Noise Silencer Package.
LIGHTING
14. Exterior light sources shall be shielded from view and directed away from adjacent
properties in compliance with Section 20.30.070 (Outdoor Lighting). Luminaries shall be
of a low - level, indirect diffused type and shall not exceed a height of 20 feet above
existing grade.
15. Prior to issuance of the certificate of occupancy or final of building permits, the applicant
shall schedule an evening inspection by the Code Enforcement Division to confirm
control of light and glare specified per condition of approval LIGHTING, No.2. An
additional photometric study may be required by the Code Enforcement Department.
SIGNAGE
16. New signs or changes to existing signs shall comply with sign regulations required in
Zoning Code Section 20.42.080.K.3 (Service Station Signs), as well as City Standard
110 -L to ensure adequate site distance.
LANDSCAPING
17. The plant palette of the new landscaping shall be complimentary to the palette provided
by the Bristol Street South Landscape Revitalization Project approved by City Council on
January 10, 2012. The final landscaping plan shall be subject to review and approval by
the Planning Division prior to issuance of a building permit.
18.The project shall comply with Chapter 14.17 (Water Efficient Landscaping) of the
Municipal Code, if applicable. The Planning and Building Divisions shall approve the final
landscape planting and sprinkler irrigation plans and specifications before issuance of a
building permit.
Tmplt: 04/14/10
Planning Commission Resolution No.
Pape 10 of 15
19.All landscape materials, landscaped areas, and irrigation systems shall be installed and
maintained in accordance with the approved landscape plan. All landscaped areas shall
be maintained in a healthy and growing condition and shall receive regular pruning,
fertilizing, mowing and trimming. All landscaped areas shall be kept free of weeds and
debris. All irrigation systems shall be kept operable, including adjustments, replacements,
repairs, and cleaning as part of regular maintenance.
20. Prior to the final of building permits, the applicant shall schedule an inspection by the
Planning Division to confirm that all landscaping was installed in accordance with the
approved plan.
21. Reclaimed water shall be used whenever available, assuming it is economically feasible.
22. New landscaping shall incorporate drought - tolerant plant materials and drip irrigation
systems where possible.
23. Watering shall be done during the early morning or evening hours (between 4:00 p.m.
and 9:00 a.m.) to minimize evaporation the following morning.
ALCOHOL SALES
24.A Special Events Permit is required for any event or promotional activity outside the
normal operational characteristics of the approved use, as conditioned, or that would
attract large crowds, involve the sale of alcoholic beverages, include any form of on -site
media broadcast, or any other activities as specified in the Newport Beach Municipal
Code to require such permits.
25.All exits shall remain free of obstructions and available for ingress and egress at all
times.
26.All owners, managers, and employees selling alcoholic beverages shall undergo and
successfully complete a certified training program in responsible methods and skills for
selling alcoholic beverages. The certified program must meet the standards of the
California Coordinating Council on Responsible Beverage Service or other
certifying /licensing body, which the State may designate. The establishment shall comply
with the requirements of this section within 180 days of the issuance of the certificate of
occupancy. Records of each owner's, manager's and employee's successful completion
of the required certified training program shall be maintained on the premises and shall
be presented upon request by a representative of the City of Newport Beach.
27. No alcoholic beverages shall be sold between the hours of 2:00 a.m. to 6:00 a.m.
28. There shall be no exterior advertising or signs of any kind or type, including advertising
directed to the exterior from within, promoting or indicating the availability of alcoholic
beverages. Interior displays of alcoholic beverages or signs that are clearly visible to the
exterior shall constitute a violation of this condition.
Tmplt: 04/14/10
Planning Commission Resolution No.
Pape 11 of 15
29. The displays, shelving, etc. shall be positioned in such a way that the clerk can be seen
from outside of the building.
30.The applicant shall post and maintain a professional quality sign facing the premise's
parking lot(s) that reads as follows:
NO LOITERING, NO LITTERING
NO DRINKING OF ALCHOLIC BEVERAGES
VIOLATORS ARE SUBJECT TO ARREST
The sign shall be at least two feet square with two inch block lettering. The sign shall
be printed in English and Spanish.
31. No alcoholic beverages shall be consumed on any property adjacent to the licensed
premises under the control of the license.
32. Beer, malt beverages, and wine coolers in containers of 16 oz. or less shall not be sold
by single container, but must be sold in manufacturer pre - packaged multi -unit
quantities.
33. Wine shall not be sold in bottles or containers smaller than 750 ml.
34. No person under the age of 21 shall sell or deliver alcoholic beverages.
VEHICLE USES
35. Fuel delivery trucks shall not obstruct the public right of way during delivery or any other
time. Fuel delivery trucks shall not access the site during peak traffic periods (8:00 a.m.
to 10:00 a.m. and 4:00 p.m. to 6:00 p.m.).
BUILDING
36. Building permits and plan review are required for each structure.
37. All work shall comply with the current California Building Code (CBC) and related codes
at the time of plan submittal.
38.The renovated car wash may be subject to CalGreen compliance for existing
nonresidential buildings as required by CalGree Section 5.701.
39. Full access compliance is required throughout the project buildings, site work and pump
islands. See CBC 1 101 B and 1101C for specific requirements.
191MI
40.Any aboveground or underground vent piping removal must be disposed of in
accordance with federal and state regulations. California Fire Code Section 3404.2.14.2
Tmplt: 04/14/10
Planning Commission Resolution No.
Pape 12 of 15
41.An underground tank inventory control and leak detection system must be provided for
the existing underground tanks upon construction of the new dispensers and structure.
C.F.C. Chapter 34.
42. New dispensing devices must be protected as per C.F.C. Sec. 2203.1.1.
43. An emergency disconnect switch for exterior fuel dispensers must be provided as per
C.F.C. Sec. 2203.2.
44. Dispensing operations must comply with C.F.C. Sec. 2204 and 2205.
45. A fire extinguisher with a minimum rating of 2A 20BC shall be provided and located such
that an extinguisher is not more than 75 -feet from pumps, dispensers, and car wash. In
addition, a 2A 10BC fire extinguisher will be required in the convenience store with a
travel distance no to exceed 75 -feet to an extinguisher. C.F.C. Sec.2205.5.
46.A knox box which contains building keys will be required with the new construction of the
convenience store.
PUBLIC WORKS /UTIILITIES
47. Prior to issuance of the certificate of occupancy or final of building permits, reconstruct
the existing and /or otherwise damaged concrete sidewalk panels along the Bristol Street
and Irvine Avenue frontages.
48. Prior to issuance of the certificate of occupancy or final of building permits, reconstruct
the existing broken and /or otherwise damaged concrete curb and gutter along the Bristol
Street Irvine Avenue frontages.
49. Prior to issuance of the certificate of occupancy or final of building permits, a minimum
12 -inch wide by 12 -inch deep full depth AC patchback is required against the new edge
of gutter along the length of all curb and gutter and curb access ramp reconstruction
work. Tack coat all joint surfaces prior to patchback placement.
50. Upon reconstruction of broken and /or otherwise damaged sidewalk, curb and gutter,
along Bristol Street and Irvine Avenue, the existing curb access ramps shall be upgraded
to current ADA standards prior to issuance of the certificate of occupancy or final of
building permits.
51. All existing overhead utilities shall be undergrounded.
52. Prior to issuance of the certificate of occupancy or final of building permits, all existing
private, non - standard improvements within the public right -of -way and /or extensions of
private, non - standard improvements into the public right -of -way fronting the development
site shall be removed.
53. An encroachment permit is required for all work activities within the public right -of -way.
Tmplt: 04/14/10
Planning Commission Resolution No.
Pape 13 of 15
54. The construction plans shall depict the parking layout consistent with City standard STD -
805-L-A and STD - 805 -L -B. One -way drive aisles shall be a minimum of 14 feet wide.
Two -way drive aisles shall be a minimum of 26 feet wide.
55. Prior to issuance of permits, final parking and circulation design shall be subject to further
review by the City Traffic Engineer.
56. Site access shall be designed to comply with the City's sight distance standard STD -110-
L.
CONTRUCTION
57. Prior to commencement of demolition and grading of the project, the applicant shall
submit a construction management and delivery plan to be reviewed and approved by
the Public Works Department, if required. The plan shall include discussion of project
phasing; parking arrangements for both sites during construction; anticipated haul routes;
and construction mitigation. Upon approval of the plan, the applicant shall be responsible
for implementing and complying with the stipulations set forth in the approved plan.
58. Traffic control and truck route plans shall be reviewed and approved by the Public Works
Department before their implementation, if required. Large construction vehicles shall not
be permitted to travel narrow streets as determined by the Public Works Department.
Disruption caused by construction work along roadways and by movement of
construction vehicles shall be minimized by proper use of traffic control equipment and
flagman.
59.A haul route permit shall be required for any large construction related vehicle (i.e. dirt
hauling vehicle).
60.The applicant shall employ the following best available control measures ( "BACMs ") to
reduce construction- related air quality impacts:
a. Dust Control
• Water all active construction areas at least twice daily.
• Cover all haul trucks or maintain at least two feet of freeboard.
• Pave or apply water four times daily to all unpaved parking or staging
areas.
• Sweep or wash any site access points within two hours of any visible dirt
deposits on any public roadway.
• Cover or water twice daily any on -site stockpiles of debris, dirt or other
dusty material.
• Suspend all operations on any unpaved surface if winds exceed 25 mph.
b. Emissions
• Require 90 -day low -NOx tune -ups for off road equipment.
• Limit allowable idling to 30 minutes for trucks and heavy equipment.
Tmplt: 04/14/10
Planning Commission Resolution No.
Page 14 of 15
61. Prior to the issuance of grading permits, a Storm Water Pollution Prevention Plan
(SWPPP) and Notice of Intent (NOI) to comply with the General Permit for Construction
Activities shall be prepared, submitted to the State Water Quality Control Board for
approval and made part of the construction program. The project applicant will provide
the City with a copy of the NO[ and their application check as proof of filing with the State
Water Quality Control Board. This plan will detail measures and practices that will be in
effect during construction to minimize the project's impact on water quality.
62. Prior to issuance of final grading permits, the applicant shall prepare a final Project Water
Quality Management Plan (WQMP) for the proposed project, subject to the approval of
the Building Department and Code and Water Quality Enforcement Division. The WQMP
shall provide appropriate Best Management Practices (BMPs) to ensure that no
violations of water quality standards or waste discharge requirements occur.
63.A list of "good house - keeping" practices will be incorporated into the long -term post -
construction operation of the site to minimize the likelihood that pollutants will be used,
stored or spilled on the site that could impair water quality. These may include frequent
parking area vacuum truck sweeping, removal of wastes or spills, limited use of harmful
fertilizers or pesticides, and the diversion of storm water away from potential sources of
pollution (e.g., trash receptacles and parking structures). The Stage 2 WQMP shall list
and describe all structural and non - structural BMPs. In addition, the WQMP must also
identify the entity responsible for the long -term inspection, maintenance, and funding for
all structural (and if applicable Treatment Control) BMPs.
ENVIRONMENTAL
64. Prior to the issuance of grading or building permits, the applicant shall submit written
documentation from the Orange County Department of Environmental Health, the
Certified Unified Program Agency (CUPA) for Orange County, verifying that the project
site is in compliance with all applicable Underground Storage Tank (UST) requirements,
that the project site has passed any applicable UST site pollution testing and that the
repair, maintenance and removal of any existing USTs is being performed in accordance
with Orange County Department of Environmental Health (CUPA) regulations and
policies.
65.Additional samples shall be collected beneath removed features (hydraulic lifts within
service bays and clarifier) and analyzed for SVOCs (by EPA method 8270) VOCs (by
method 8260B), and TPH (CC1D by EPA method 8015). Results shall be submitted
within 45 days of sampling activity. Impacted results could require additional assessment
or removal.
66. To the fullest extent permitted by law, applicant shall indemnify, defend and hold
harmless City, its City Council, its boards and commissions, officials, officers, employees,
and agents from and against any and all claims, demands, obligations, damages,
actions, causes of action, suits, losses, judgments, fines, penalties, liabilities, costs and
expenses (including without limitation, attorney's fees, disbursements and court costs) of
every kind and nature whatsoever which may arise from or in any manner relate (directly
Tmplt: 04/14/10
Planning Commission Resolution No.
Pape 15 of 15
or indirectly) to City's approval of the (Bristol Chevron Service Station) project including,
but not limited to, (Use Permit No. 2012 -012) and the determination that the project is
exempt under the requirements of the California Environmental Quality Act. This
indemnification shall include, but not be limited to, damages awarded against the City, if
any, costs of suit, attorneys' fees, and other expenses incurred in connection with such
claim, action, causes of action, suit or proceeding whether incurred by applicant, City,
and /or the parties initiating or bringing such proceeding. The applicant shall indemnify
the City for all of City's costs, attorneys' fees, and damages which City incurs in enforcing
the indemnification provisions set forth in this condition. The applicant shall pay to the
City upon demand any amount owed to the City pursuant to the indemnification
requirements prescribed in this condition.
Tmplt: 04/14/10
Attachment No. PC 2
Draft Resolution for Denial
RESOLUTION NO. 2012-
A RESOLUTION OF THE PLANNING COMMISSION OF THE
CITY OF NEWPORT BEACH DENYING CONDITIONAL USE
PERMIT NO. 2012 -012 FOR A NEW CONVENIENCE MARKET,
AN ADDITIONAL CAR WASH BAY NEXT TO AN EXISTING
RENOVATED CAR WASH BAY, A NEW CANOPY AND
DISPENSERS, A TRASH ENCLOSURE WITH RECYCLING BINS,
THE INTRODUCTION OF OFF -SITE BEER AND WINE SALES
(TYPE 20), AND DEMOLITION OF SERVICE BAYS AT AN
EXISTING SERVICE STATION LOCATED AT 2121 BRISTOL
STREET (PA2012 -073)
THE PLANNING COMMISSION OF THE CITY OF NEWPORT BEACH HEREBY FINDS AS
FOLLOWS:
601:1 09 Is] ►`IIIIIII&Ir_101LVAla.rr•»y_T"1601
1. An application was filed by Chevron Products Co., with respect to property located at
2121 Bristol Street, and legally described as shown on a map filed in Book 179, Page 48
of Parcel Maps in the office of the Orange County Recorder requesting approval of a
conditional use permit.
2. The applicant proposes a conditional use permit to construct the following: a 2,945 -
square -foot convenience store, an additional car wash bay next to an existing renovated
car wash bay, a new canopy with five new dispensers, and a trash enclosure with
recycling bins. Demolition would include three service bays, a snack shop, an existing
canopy and six dispensers. The existing underground storage tanks and the Healy clean
air system will remain. Also included in the request is a Type 20 (Off Sale Beer & Wine)
ABC license.
3. The subject property is located within the Commercial General (CG) Zoning District and
the General Plan Land Use Element category is General Commercial (CG).
4. The subject property is not located within the coastal zone.
5. A public hearing was held on August 23, 2012 in the City Hall Council Chambers, 3300
Newport Boulevard, Newport Beach, California. A notice of time, place and purpose of
the meeting was given in accordance with the Newport Beach Municipal Code.
Evidence, both written and oral, was presented to, and considered by, the Planning
Commission at this meeting.
SECTION 2. CALIFORNIA ENVIRONMENTAL QUALITY ACT DETERMINATION.
Pursuant to Section 15270 of the California Environmental Quality Act (CEQA) Guidelines,
projects which a public agency rejects or disapproves are not subject to CEQA review.
Planning Commission Resolution No. _
Pace 2 of 3
SECTION 3. REQUIRED FINDINGS.
Pursuant to Section 20.48.210.A (Service Stations, Allowable uses and activities), the
proposed convenience market and automated car wash uses are permitted as accessory
uses for a service station. Section 20.48.210.T.1 (Permit and Review Procedures, Conditional
Use Permit Required) of the Zoning Code requires approval of a conditional use permit
(CUP) for an existing service station whenever a request is made for the introduction of any
of the accessory uses allowed for service stations, the introduction of alcoholic beverage
sales, or any similar change in the operational characteristics of the service station. Pursuant
to Zoning Code Section 20.52.020 (Conditional Use Permits and Minor Use Permits), an
application for a CUP is subject to review by the Planning Commission, which may approve
or conditionally approve the project if facts are found to make the findings required for
approval. In this case, the Planning Commission was unable to make the required findings.
SECTION 4. DECISION.
NOW, THEREFORE, BE IT RESOLVED:
1. The Planning Commission of the City of Newport Beach hereby denies Use Permit No.
UP2012 -012.
2. This action shall become final and effective fourteen days after the adoption of this
Resolution unless within such time an appeal is filed with the City Clerk in accordance
with the provisions of Title 20 Planning and Zoning, of the Newport Beach Municipal
Code.
PASSED, APPROVED AND ADOPTED THIS 23rd DAY OF AUGUST, 2012.
AYES:
NOES:
ABSTAIN
ABSENT:
BY:
Michael Toerge, Chairman
BY:
Fred Ameri, Secretary
Tmplt: 12/1512011
Attachment No. PC 3
UP 3010 and UP 3010A
I
M]
December 9, 1982 MINIAES
}
Use Permit No. 3010 (Public Hearing)_
Request to permit the reconstruction of an automobile
service station on property located in the C -1 -11
District. The proposal also requests an exception
permit so as to permit signs that exceed the size and
number permitted.
LOCATIONS Portion of Lots 80 and 81 of Tract 706,
located at 2121 Bristol street, on the
southeasterly corner of Bristol street
and, Irvine Avenue, adjacent to the
Newport Heights area.
AND
Reaubdivinion No. 681 (Public Hearing)
Request to establish a single parcel of land for the
reconstruction of an existing service station where
portions of two lots presently exist.
LOCATIONS Portions of Lots 80 and 01 of Tract 106,
located at 2121 Bristol street, on the
southeasterly corner of Bristol street
and Irvine Avenue, adjacent to the
Newport Hoighte area.
ZONES C -1 -H
APPLICANTS Tait and Associates, Inc., Anaheim
OWNERS Exxon corporation, Long Beach
ENGINEERS Tait and Associates, Inc., Anaheim
Agenda Items No. 19 and 20 were heard concurrently duo
to their relationship.
The public hearing opened in connection with these
items and Mr. Allan Hart, representing the applicant,
appeared before the commission and requested approval
of these items.
-99-
AND
0
v
MV V3 0 I RI
e) m
m ra �
I
M]
December 9, 1982 MINIAES
}
Use Permit No. 3010 (Public Hearing)_
Request to permit the reconstruction of an automobile
service station on property located in the C -1 -11
District. The proposal also requests an exception
permit so as to permit signs that exceed the size and
number permitted.
LOCATIONS Portion of Lots 80 and 81 of Tract 706,
located at 2121 Bristol street, on the
southeasterly corner of Bristol street
and, Irvine Avenue, adjacent to the
Newport Heights area.
AND
Reaubdivinion No. 681 (Public Hearing)
Request to establish a single parcel of land for the
reconstruction of an existing service station where
portions of two lots presently exist.
LOCATIONS Portions of Lots 80 and 01 of Tract 106,
located at 2121 Bristol street, on the
southeasterly corner of Bristol street
and Irvine Avenue, adjacent to the
Newport Hoighte area.
ZONES C -1 -H
APPLICANTS Tait and Associates, Inc., Anaheim
OWNERS Exxon corporation, Long Beach
ENGINEERS Tait and Associates, Inc., Anaheim
Agenda Items No. 19 and 20 were heard concurrently duo
to their relationship.
The public hearing opened in connection with these
items and Mr. Allan Hart, representing the applicant,
appeared before the commission and requested approval
of these items.
-99-
AND
0
tl,
Ayes
Noes
Absent
r
V n o' w
M
X
IN
December 9, 1982 MINUTES
i
i> � w ( ! �
Amended Motion was now voted on as follows, which
AMENDED MOTION CARR1EDt
FINDINGS, -
1. That the proposed use is consistent with the Land
Use Element on' the General Plan and is compatible_
with surrounding land uses.
2. The project will not have any significant .
environmental impact.
3. The'Police Department has indicated. that they do'
not contemplate any problems.
A. The approval of Use Permit No: 3010 will not,
under the circumstances of this case be
detrimental to the health, safety, peace, morals,
comfort and general welfare of persons residing
and working in the neighborhood or be detrimental
or injurious to property or improvements in the
neighborhood or the general welfare of the city.
5. That the granting of an exception permit for the
area and number of aigns proposed in necessary to
protect a substantial property right, will not be
contrary to the purpose of this Chapter as heroin
set forth, and will not be materially detrimental
to the health, safety, comfort or general welfare
of persons residing in the neighborhood, or
detrimental or injurious to property or
improvements in the neighborhood, or to the
general welfare of the City.
CONDITIONSs
1. That development shall be in substantial
conformance with the approved plot plan, floor
plans and elevations, except as noted below.
2. A landscape and irrigation plan for the project
shall be prepared by a licensed landscape
architect. At least 15 percent of the site shall
be landscaped with plant materials designed to
provide beautification and screening to the site.
-53-
F
i. ,rrs
IWSSMRS
Ji
3 a m o
MINUTES
December 9, 1982
f it f Newport each
INDEX
ROLL CALL
3. The landscape plan shall be subject to the review
of the Parks, Reaches and Recreation Department,
and the approval of the Planning Department.
4. The landscape plan shall include a maintenance
program which controls the use of fertilizers and
pesticides.
5. The landscape plan shall place heavy emphasis on
the use of drought- rosistant native vegetation,
and be irrigated with a system designed to avoid
surface runoff and overwatering.
6. That a minimum of five parking spaces for each
service bay shall be provided. Said spaces shall.
be marked with approved traffic markers or painters 4
white lines not less than 4 inches wide. The City
Traffic Engineer shall approve the on -site parking
and circulation plan prior to the issuance of
building permits.
7. That a 6-foot high masonry wall shall be '<
constructed on the roar property line adjacent to
the existing residential structure to the rear of
the subject propert-•.
R. All lighting fixtures shall be located so as to
shield direct rays from adjoining properties.
Luminaires shall be of a low level, indirect
diffused type and shall not exceed a ., height of
greater than twenty (20) feet above finished
grade.
9. That all conditions of approval of Resubdivision
No. 681 he fulfilled.
10. That all applicable development standards for new
service stations be incorporated into the project
design.
11. That the price and brand designation signing shall
not exceed that which is required by State law,
and that the remainder of the signs shall be
required to conform with the City's Sign
Ordinance.
-54-
Motion was mode for approval of Resubdivislon No. 601,
subject to the following findings and conditions, which
MOTION CARRIRDS
FINDINGSi .. .
1. That the map masts the requirements of Title 19 Of
the Newport Beach Municipal Code, all ordinanoos.
of the,. City, all applicable general or .specific
plans and the :Planning Commission is satisfied
with the plan of subdivision.
2,. That the proposed resubdivision presents no
problems from a planning standpoint,
3. That the design of the subdivision or the proposed
improvements will not conflict with any casements,
acquired by the public at large, for access
through or use of, property within the proposed
subdivision.
CONDITIONS
1. That a parcel map be filed.
2. . That all improvements be constructed as required
by ordinance and the Public Works Department,
3. That a standard subdivision agreement and
accompanying surety be provided in order to
guarantee satisfactory completion of the public
Improvements if it is desirod to record a parcel
map or obtain a building permit prior to
completion of the public improvements.
-55-
�,10 -1 11 R , 9
M
n ., " t
4. That landscape plans shall be subject to review
and approval of the Parks, Beaches and Recreation
Department and Public Works Department.
S. That the deteriorated sidewalk be reconstructed
along the Bristol Street frontage between the
easterly driveway and the easterly property line
under an encroachment Permit issued by the
California Department of Transportation.
6. That a :curb wall be provided adjacent to the
existing planter on Irvine Avenue to eliminate
sloughing of soil onto the adjacent sidowalkp and
that a .curb drain be constructed at the
southwesterly. corner of the existing concrete
block. wall adjacent to Irvine Avenue to provide
drainage.
7. That a grading ,ermit be issued for replacement of
existing underground gas storage tanks.
� o 0
-56-
BCOMMISSIONERS
01- 01 SRI, t1rVXP0
f` MINUTES
January 21, 1908
ROLL CALL
INDEX
wash structure to encroach 2 feat into a required 10
foot setback adjacent to an interior property lino.
UP3910A
LOCATION: Parcel 1 of Parcel Hap 82 -719 (Resub-
n=pyed
division No, 681) located at 2121 Bristol
Street, on the southeasterly corner of
Bristol Street and Irvine Avenue,'
.
,adjacent to the Santa Ana Heights area,
ZONE: C -1 -H
APPLICANT:'. Tait Associates, Anaheim
:OWNER: Exxon USA, Inc., Houston .
j.
The public hearing was opened in connection with this
item, and Mr. Bob Fiscus, applicant, appeared before. the
Planning Commission. Mr. Fiscus stated that he
concurred with the findings and conditions as stated in
Exhibit "A ",
;here being no others dosiring to appear and be heard,
the public hearing was closed at this time.
Motion
commissioner Di Sane made a motion to approve Use Permit
All Ayes
No. 3010 (Am%ndod) subject to the findings and condi-
tions in Exhibit "A ". Motion voted on, MOTION CARRIED.
FINDINGS:
1: That tha proposed development is consistent with
.
the Land Use Element of the Coneral Plan' and is
compatible with surrounding la::d uses.
2. The project will not have any significant environ-
mental impact.
3. That the design of the proposed improvements will
not conflict with any casements acquired by Cho
public at large for access through or use of
property within the proposed development.
4. That adequate off - street parking spaces will be
provided in conjunction with the proposed develop-
ment.
5. That the proposed service station remodel has been
designed so as to comply as nearly as possible with
the standards for service stations on new sites sot
forth in Section 20,70.060 of the Newport Beach
Municipal code.
-3-
ROLL CALL
6. That it is neeoaaary to flare the existing drives
to improve access to the site so no to accemmodata
the intensification of the use.
7. That the approval of a modification to the Zoning
Code, so as to allow a portion at the building to
encroach 2 foot into the requirad 18 foot interior
side yard setback vill not, under the circumstances
of the particular case, be detrimental to .the
health, safety, peace, comfort and general wolfarc
of parsons residing or working in the neighborhood
of such proposed use or be detrimental or injurious
to property and improvements in the neighborhood or,
the general welfare of the City and further that
the proposed modification is consistent with the
legislative intent of Title 20 of this Code,
8. The approval of Use Permit No. 3010 (Amended) will
not, under the circumstances of this case,, be
detrimental to the health, safety, peace, morals,
comfort and general welfare of persona residing and
working in the neighborhood or be detrimental or
injurious to property and improvements in the
neighborhood or the general welfare of the City.
COONDITIONS
1. That development shall be in substantial .confor-
mance with the approved plot plan and building
plane, except as noted below,
2. That all applicable conditions of approval of Use
Permit No. 3010 and Exception Permit No. 12 shall
remain in effect.
3. That the project shall be .designed to aliminato
light and glare from adjacent uses and streets.
4. That all mechanical equipment and crash areas shall
be screened from the public streets and adjoining
properties.
S. A landscape and irrigation plan for the project
shall be prepared by a licensed landscape ar-
chitect. The landscape plan shall be subject to
the review of the Parks, Beaches and Recreation
Department, and the approval of the Planning
Department.
6. That all signs shall conform to tits provisions of
Chapters 20.06 and 20.70 of the Municipal Code,
-4-
ROLL CALL
7, That all sig -a and landscaping shall be designed in
accordance with Std. - 110 -1, and shall be.subject to
further review and approval by the Traffic En-
gineor.
8. . That all improvements be constructed as required by
ordinance and the public Works Department,
9. That. a standard use permit agreement and accom-
ponying surety be provided in order to guarantee
satisfactory completion of the public improvementa,
if it is desired to obtain a building permit prior
to completion of the public improvements.
10. That at least 15 parking spaces shall be provided
on -site. The parking plan shall be approved by the
City Traffic Engineer.
11. That the vehicular circulation systems be subject
to further review by. the City Traffic Engineer.'
12.. That the southerly drive approach on Irvine Avenue
and the drive approaches on Bristol Street be
reconstructed with flared drive approaches par City
Std - 166 -L. Hodification to the standard may be
required for the drive approaches located an
Bristol Street. A California Department of
Transportation permit is required for all work
within the Bristol Street sight -cf -way.
13. That all car wash activities shall be contained
within the building.
14. That all wash water shall drain into the snnitary
sower system and that the wash area drain shall be
equipped with a trap for the collection of auto
wash residue.
15, That the service station shall be required to
provide restrooms to its customers during all hours
of operation.
16. That the planning commission may add /or modify
conditions of approval to this use permit, or
recommend to the City Council the revocation of
this use permit, upon a determination that the
operation which in the subject of this use permit
.5-
'A iwh 4!+•
:.
MINUTES,'
January 21,:1988.'..:
CITY OF
NEWPORT
BEACH
INDEX'
except as approved by the
Planning commission
or
required
by State law, and that oxcoas
signngu
'shall be
removed.
7, That all sig -a and landscaping shall be designed in
accordance with Std. - 110 -1, and shall be.subject to
further review and approval by the Traffic En-
gineor.
8. . That all improvements be constructed as required by
ordinance and the public Works Department,
9. That. a standard use permit agreement and accom-
ponying surety be provided in order to guarantee
satisfactory completion of the public improvementa,
if it is desired to obtain a building permit prior
to completion of the public improvements.
10. That at least 15 parking spaces shall be provided
on -site. The parking plan shall be approved by the
City Traffic Engineer.
11. That the vehicular circulation systems be subject
to further review by. the City Traffic Engineer.'
12.. That the southerly drive approach on Irvine Avenue
and the drive approaches on Bristol Street be
reconstructed with flared drive approaches par City
Std - 166 -L. Hodification to the standard may be
required for the drive approaches located an
Bristol Street. A California Department of
Transportation permit is required for all work
within the Bristol Street sight -cf -way.
13. That all car wash activities shall be contained
within the building.
14. That all wash water shall drain into the snnitary
sower system and that the wash area drain shall be
equipped with a trap for the collection of auto
wash residue.
15, That the service station shall be required to
provide restrooms to its customers during all hours
of operation.
16. That the planning commission may add /or modify
conditions of approval to this use permit, or
recommend to the City Council the revocation of
this use permit, upon a determination that the
operation which in the subject of this use permit
.5-
`40MMIS6I0N RS
January 21, 1988, ,.
ROLL, CALL
INDEX
causes injury, or is detrimental to"the health,
nafety, peace, morals, comfort, or Scuoral welfare
of the community.
17. This use pormit shall expire unless .exercised
within twenty -four months from the date of approval
as specified in. Section 20.80.090 A of the Newport
Hoich Municipal Coda..
Item No.3
equeat to appiova a traffic study in conjunction with
TS
t construction of a banquet /meeting room 'an the
No orter Resort Motel property; and the acceptance of
UP3161A
an a ironmental document:'
A ravad
AND
Request to am d a previously approved use permit which
permitted the a struction of additions and improvements
to the' Nowporta Resort liotal in the Unclassified
District. The pro sad amendment includes a request to
construct a now banq' t /meating room on a portion of the
site which to curreatl used for off- stract parking, the
construction of a laun facility and a 1801 sq.ft.
addition to the "not publ area" of the existing Duke's
Lounge. The proposal also ncludes a request to reduce
the number of previously re uired parking spaces that
were approved in conjunction u It a demonstrated parking
formula; the construction of new access drive and
circular drop -off adjacent to B k Bay Drive; and the
approval of a modification to the oning Code so as to
altov the use of additional compact nd tandem parking
spaces in conjunction with a 1,;let par ng service.
LOCATION: Parcels 1 and 2, Parcel He 17 -3, located
at 1107 Jamboree Road, nor westerly of
the intersection of Jambora Road and
Back Bay Drive.
ZONE: Unclassified
APPLICANT: CSL Newportar Ltd., Beverly Hills
OWNER: The Irvine Company, Newport Beach
-6.
Attachment No. PC 4
Table 1: Service Station Design and
Development Standards
Table 2: Landscaping Standards
TABLE 1: SERVICE STATION DESIGN AND DEVELOPMENT STANDARDS
REQUIREMENT
PROPOSED PROJECT
Location
All service station sites shall front on streets
Complies.
designated as major, primary or secondary on
The location of the existing service station will
the City Master Plan of Streets and Highways
remain the same. Irvine Avenue and Bristol
unless the sites are part of or in conjunction with
Street are classified as "major' streets per the
developments such as shopping centers in
City Master Plan of Streets and Highways
residential areas.
Circulation Element).
Minimum
The minimum land area for service stations shall
Complies.
Land Area
be 1,500 square feet of land area for each
10 fueling space
fueling space, 1,000 square feet for each service
x 1,500 sq ft = 15,000 sq ft
bay or washing bay, and 3.33 square feet for
2 washing bays
each square foot of gross floor area used for
x 1,000 sq ft = 2,000 sq ft
retail and /or food and beverage sales.
convenience market gross
floor area — 2,945 sq ft
x 3.33 sq ft = (9,806.85 sq
ft) = 9,807 sq ft
Total Minimum Land Area
Required = 26,807 sq ft
Existing Land Area of Site 39,956 sq ft
Required
Structure
Interior
Abutting
Abutting
Complies.
Setbacks
a Public
an Alley
The location of the new service station canopy,
Right-
service islands, car wash, retail and office
of-Way
(convenience store), and air and water
dispensers comply with the required setbacks.
Service
20 ft
20 ft
20 ft
islands
Canopies
5 ft
5 f
5 ft
Air and
loft
Loft
loft
water
dispensers
Automobile
18 ft
30 ft
30 ft
washing,
maintenance
and repair
Retail and
0 ft
15 ft
loft
office
Parking
Pursuant to Section 20.40.030 (Requirements for
Complies.
Off - Street Parking): number of parking spaces
Convenience market
required is based on the land uses located on
gross floor area = 2,945
the site.
parking spaces required = 15 (2,945 sq ft /200)
- Service stations with convenience markets
require one space per 200 square feet of gross
Automated car wash = (2) washing station
floor area
Queue —10 (5 cars per washing station)
- Automobile washing requires a queue for 5 cars
per washing station.
Total spaces required = 25 (15 + 5 queue for
each car wash bay)
20 spaces on site (including 5 space queuing
area for each car wash bay)
Utilities
All utilities shall be installed underground within
Complies.
the exterior property lines of the site.
The existing utilities shall remain in place. There
are no new utilities proposed to be installed as
art of the project.
REQUIREMENT
PROPOSED PROJECT
Access
Driveways shall be so designed and located as
Complies.
to ensure a safe and efficient movement of traffic
The location of the two existing driveways along
on and off the site to and from the lane of traffic
Bristol Street will remain unchanged and comply
nearest the curb. All driveways shall be located
with City standards. The two driveways along
and constructed according to the City of Newport
Irvine Avenue will remain unchanged and
Beach Driveway Approach Policy.
comply with City Standards. On -site circulation
- Driveways for service stations which are
for the existing service station and the proposed
developed as part of or in conjunction with
queuing lanes have been reviewed and
adjacent uses shall be located as part of the total
approved by the Public Works Department.
circulation element of such adjacent uses.
-On -site driveways all should be a minimum of
25 feet for two -way traffic or 16 feet for one way
circulation.
-On -site queuing lanes shall be provided.
Queuing lanes shall not interfere with access to
required parking spaces.
Drainage and
All drainage to the street shall be by under-
Complies.
Pollution
ground structures to avoid drainage across City
A preliminary WQMP has been reviewed and
Control
walks or drive aprons. In addition, service
approved and a condition of approval has been
stations shall incorporate pollution control best
included which will require the submittal and
management practices (BMPs) designed to
approval of a final WQMP (Water Quality
prevent or minimize runoff of oil and grease,
Management Plan) by the Building and Public
solvents, car battery acid, coolant, gasoline, and
Works departments prior to building permit
other pollutants into the storm water system. The
issuance.
Public Works director shall approve drainage
and pollution control methods, if appropriate.
Site and
The site plan and architecture of the service
Complies.
Architectural
station shall provide an attractive appearance
The proposed project has been designed to be
Design
that is compatible with and complimentary to the
compatible with the surrounding land uses and
community and surrounding land uses and
architecturally compatible with surrounding
development and that is consistent with the City
development. The project involves a new
of Newport Beach Design Guidelines:
building and canopy with aesthetic
Automobile Service Stations and Washing (See
improvements to the existing building and
discussion below)..
updated landscaping plantings to add to the
overall appearance of the site. Additional
discussion of City of Newport Beach Design
Guidelines: Automobile Service Stations and
Washing below).
Landscaping
See Landscaping Development Standards
Complies.
Table 2 and discussion below for specific
landscaping requirements.
Perimeter
Service station sites shall be separated from
Not Applicable.
Walls
abutting residentially -zoned property or property
The subject property does not abut residentially
used for residential purposes by 6 foot high
zoned property.
masonry or concrete wall utilizing materials
similar in color, module and texture to those
utilized in the building. Such walls shall be
reduced to 3 feet in height within adjacent street
setback areas. Such walls need not be installed
when building walls or other acceptable walls
a ready exist on such property lines
Refuse
Refuse storage areas shall be enclosed by walls
Complies.
Storage Areas
and integrated with the design of the service
A detailed plan for a new trash enclosure, which
station in compliance with Section 20.30.120
complies with the City's requirements, has been
(Solid Waste Recycling and Storage).
provided as part of the proposed project.
REQUIREMENT
PROPOSED PROJECT
Lighting
Exterior light sources shall be shielded from view
Complies.
and directed away from adjacent properties in
Existing and proposed on -site lighting complies
compliance with Section 20.30.070 (Outdoor
with these requirements. A photometric study of
Lighting). Luminaries shall be of a low level,
the site (sheet L01 11298-1) is provided and a
indirect diffused type and shall not exceed a
night -time lighting inspection of the site will be
height of 20 feet above existing grade.
performed by the Code Enforcement
Department after installation of lighting for the
renovated site is completed.
Rest Rooms
One men's rest room and one women's rest
Complies.
room shall be provided during business hours for
The new convenience store interior will provide
use by service station customers. Rest rooms
ADA compliant restrooms for both male and
with exterior entrances shall be located so the
female customers.
entrances are in clear view of the station's
service area, cashier station, or office.
Fuel Tank
Fuel tank vents shall be located at the rear of the
Complies.
Vents
property or other inconspicuous location and
The existing fuel tank vents (EVR) are located at
shall be screened from public view.
the rear of the property. A condition of approval
is included which requires that the vents
continue to be screened and painted to blend in
with the new landscaping and existing property
line wall.
TABLE 2: LANDSCAPING STANDARDS
REQUIREMENT
PROPOSED PROJECT
Area Required:
Complies.
A minimum of 15 percent of the site shall be
Site = 39,956 sq It x 15% = 5,993.4 sq ft
landscaped with plant materials designed to provide
Landscaping provided on -site = 6,138 sq ft
beautification and screening.
15.4%
- A minimum 5 foot -wide (inside dimension)
Complies.
planting areas between driveway approaches.
The landscaped areas vary from 9' 10" to 12" 0"
wide.
- A minimum of 150 square foot landscaped
Complies.
area provided at the intersection of two property lines
283.8 sq It provided at corner of Irvine Avenue
at a street comer. Landscape materials shall not
and Bristol Street.
exceed a height of 36 inches.
- A minimum 5 foot -wide (inside dimension)
Complies.
planting area along interior property lines, except
The landscaped areas vary from 5' to 18' wide.
where openings are needed to facilitate vehicular
circulation to adjacent properties.
Area Required:
Complies.
Landscaped area required = 5,993.4 sq It
- A minimum of 30 percent of the required landscaping
(39,956 sq It x 15 %)
shall be provided within 20 feet of the street property
lines.
Within 20' of street orooertv lines
Required= 1,798.02 sq ft (5,993 sq It x 30 %)
Provided = 1,801 sq It 30%
Quantity of Materials:
Complies.
Landscaped areas adjacent to street property lines shall be
Adjacent to street property lines:
planted with a minimum of 1 tree and 3 shrubs per every 25
Irvine Ave Street Frontage — 243'
linear feet of street frontage. Landscaped areas adjacent to
Trees (243726) = 9 — provided 9
interior property lines shall be planted with a minimum of 1 tree
Shrubs (243'/25'x 3) =29 — provided 31
and 3 shrubs per every 30 linear feet. These calculations
establish the minimum number of required trees and shrubs and
are not meant to imply linear or equal spacing. Required trees
Bristol St Frontage - 206'
shall be 24 -inch box size, or larger. Required shrubs shall have
Trees (206725) = 8 — provided 8
a minimum mature growth height of 18 inches and shall be a
Shrubs (206'/25'x 3) = 24 — provided 26
minimum of 5- gallon in size upon installation.
Adjacent to interior property lines:
(449'130 linear ft):
Required:
trees (449'/30')= 14 - provided= 14
shrubs (449'/30'x 3) = 44 - provided= 82
Quality of Materials:
Complies.
Plant materials shall be chosen for their screening qualities,
A condition of approval is included to require that
beauty and durability. Plantings shall include a mixture of trees,
the final design will be reviewed by the General
shrubs and groundcovers. All plant materials shall conform to or
Services Department prior to the issuance of
exceed the plant quality standards of the latest edition of
building permits.
American Standard for Nursery Stock published by the
American Association of Nurserymen, or the equivalent.
Street Trees:
Complies.
City parkway areas shall be provided with groundcover and
N/A - There are no requirements for parkway
street trees as per City standards
areas surrounding the site including street trees.
Barriers:
Complies.
Planting areas adjacent to vehicular activity shall be protected
Curb provided. Compliance with this requirement
by a continuous concrete curb or similar permanent barrier.
will be verified during plan check and field
inspections.
Sight Distances:
Complies.
Landscaping shall be located so as not to impede vehicular
Per plans submitted, new landscaping will not
sight distance in compliance with Section 20.30.130 (Traffic
impede vehicular sight distance. This is also
Safety Visibility Area) and to the satisfaction of the Public Works
conditioned and will be verified at plan check.
Director
Irrigation:
Complies.
All planting areas shall be provided with a permanent
Irrigation system plan and plantings provided
underground automatic sprinkler irrigation system of a design
(plan sheets 7 and 7.1).The final design will be
suitable for the type and arrangement of the plant materials
reviewed by the General Services Department
selected.
prior to the issuance of building permits.
Required Plans:
Complies.
The Director shall approve landscape planting and sprinkler
Standard included in the proposed conditions of
irrigation plans and specifications before issuance of a building
approval
permit, if appropriate.
REQUIREMENT
PROPOSED PROJECT
Maintenance of Landscapina:
Complies.
a. Landscape materials and landscaped areas shall be
Conditions of approval are included to ensure
maintained in compliance with the approved landscape
compliance with these requirements.
plan.
b. Landscaped areas shall be maintained in a healthy
and growing condition and shall receive regular
pruning, fertilizing, mowing and trimming.
c. Landscaped areas shall be kept free of weeds and
debris.
d. Irrigation systems shall be kept operable, including
adjustments, replacements, repairs, and cleaning as
art of regular maintenance.
Attachment No. PC 5
Design Guidelines: Automobile Service
Stations and Washing
City of Newport Beach
Design Guidelines
ADOPTED BY RESOLUTION NUMBER 99 -37
MAY 24, 1999
City of Newport Beach
Design Guidelines
Table of Contents
Introduction and Purpose
II. Design Guidelines
A. General
1. Site Relationships
2. Landscape Design
3. Off - Street Parking Design
B. Residential
C. Commercial
D. Signs
E. Additional Design Guidelines for Special Development Types
Automobile Service Stations and Washing
F. Additional Design Guidelines for Special Districts and Sites
Introduction and Purpose
The Design Guidelines are intended to provide design criteria for architects, engineers, builders, developers and landscape
architects during the planning and conceptual development stages of their projects. These guidelines also provide a basis for
those individuals or bodies having discretionary authority to review and evaluate the design of these projects.
These guidelines are not intended to restrict creativity, variety, innovation or imagination, but rather to assist the designer in
achieving a quality design which will enhance the proposed development and the City, and be compatible with adjacent
development and land uses.
These guidelines are not regulatory, but rather advisory on the part of the City's approval authority. They shall be used to
evaluate a project's consistency with City policies, particularly those relating to visual quality, community character, and the
protection of adjacent development and land uses. Furthermore, should any conflict exist between these guidelines and
codified development regulations, the development regulations shall prevail.
Additional Design Guidelines for Special Development Types
Automobile Service Stations and Washing
See Chapter 20.80 of the City of Newport Beach Zoning
Code for land use and property development
regulations. In addition to the design guidelines
contained herein, the service station design shall be
consistent with any design criteria or guidelines adopted
by the City Council for the commercial district within
which the service station is located, if any.
Site Design
❑ The site design for projects located at
street corners should provide some
structural or strong design element to
anchor the corner. This can be
accomplished using a built element or with
strong landscaping features.
In areas developed with a strong street
presence, service stations should be
oriented adjacent to the sidewalk, placing
any service bay door and car wash
openings on the rear of the structure
facing away from public streets. Bay door
and car wash openings should also be
oriented away from any adjacent noise
j
0
O
a—
0
o
One driveway appro
per frontage
from street]
Multiple driveway
0 0
o C o
0 0
NOT RECOMMENDED
Driveway apprc
close to interne
sensitive uses.
Site Design (Continued)
❑ Where possible, construct smaller, separate
service islands /canopies, rather than a single
large one.
❑ Service bay doors and car wash openings
should be oriented so as to reduce visibility
from public streets. The site design should also
address potential visual and noise impacts to
adjacent land uses.
Architectural Design
Landscaping ad screening wall used
In help ranmal car wash openings
Car wash s6dure oriented to reduce ♦ Site specific architectural design is strongly encouraged.
riuhi$ Gam pulalir sheet, Rather than adapting a standard design to the site, the City
�- strongly encourages floor plans and elevations that are unique
to the community and are not a corporate or franchise design
=� that is indistinguishable from those found elsewhere in the
region.
♦ Building architecture should be designed to provide an
attractive appearance that is compatible with and
r- complimentary to the surrounding area. All architectural details
Air and wale, dispensers housed in _ should be related to an overall architectural theme
shudure inrorpoding design elennenh
IU
❑ All buildings and structures on the site should have consistent materials and architectural and design elements
to provide a cohesive project site. Conflicting materials and architectural and design elements within the site or
on a building are strongly discouraged.
LI Service stations should incorporate facade material to produce texture and to provide interest. Such materials
include, but are not limited to, split face block, brick, slumpstone, granite, marble, clapboard, textured block or
stucco. Reflective, glossy, and fluorescent surfaces are discouraged.
❑ Structures, including service island canopies, should incorporate full roof treatments with a low to moderate pitch
and /or a varied parapet height. Variations in roof lines and heights should be provided where feasible. Flat
roofs should be avoided unless it is a characteristic of a specific architectural style.
❑ Clay tile, concrete tile, wood shake, wood shingles, slate or a similar grade of roofing material should be used on
all visible pitched roofs. Metal roofs should be avoided unless it is a characteristic of a specific architectural
style.
❑ All service bays should be provided with roll -up (or similar) doors with all operating mechanisms located in the
interior of the structure.
Site and Architectural Design Details
❑ All accessory buildings and structures should incorporate materials and architectural and design elements
consistent with the principal building.
❑ Exterior storage and trash should be sited to be least visible from public view. Screening should consist of
masonry walls with solid wood or metal doors. Exterior storage and trash should provide a screening trellis
cover when visible from above (including upper floors) from adjacent properties.
0
❑ Tall (10 feet or higher) tank
vents should be completely
screened or incorporated into
the building architecture.
Any roof top mechanical
equipment should be screened
from view.
Site and Architectural Design Details
(Continued)
G Any structures used for housing
air and water dispensers and
similar fixed equipment should
incorporate the architectural
detail and design elements of
the principal structure.
Long expanses of wall surfaces
should be architecturally treated
to prevent monotony.
Incorporate housing for
temporary and minor signs
Carry design elements over
to accessory structures
Recess light fixtures
into canopy
hhed roofs
roofs)
to break up expanses
of pavement
C Extensive expanses of pavement should be avoided. The amount of unrelieved pavement area on the site
should be limited through the use of landscaping, contrasting colors and banding or pathways of alternate paver
material.
Canopies should not be internally illuminated. Light fixtures should be recessed into the canopy and no glare
should be visible from the fixture.
191
_ Exterior lighting should be designed to avoid glare and direct light away from adjacent properties.
_ Exterior lighting sources should be concealed so that it is not visible from adjacent properties.
VII
Access and Circulation
❑ The on -site circulation pattern should include adequate driving space to maneuver vehicles around cars parked
at the pumps.
❑ Fuel storage areas should be sited to insure that delivery trucks do not obstruct the public right -of -way during
delivery.
❑ Driveway approaches should be limited to one per street for corner locations, or two per street for mid -block
locations.
❑ Driveway approaches should be placed as far from intersections as possible.
❑ Driveway approaches on the same street should be placed a minimum of 25 feet apart.
Landscaping
❑ All plant materials should be of sufficient size so that the landscaping has an attractive appearance at the time of
installation and a mature appearance within three years of planting.
0
Landscaping should be used to enhance architectural and design elements, break up large paving areas, buffer
adjacent land uses and to screen undesirable
features from public view. '>
❑ Where possible, landscape areas should
provide a three tier system of grasses and
groundcovers, shrubs, and trees. The use of
landscaped berms and /or low screening walls
adjacent to sidewalks is encouraged.
V
Signs
Self St.,
Raptop Oil Rell 1.40,,,
SuPer 1.50,„
❑ All freestanding signs should Q4p 6oiyer Oium1.65,i,
incorporate materials and architectural
and design elements consistent with the
overall design of the project.
❑ Monument signs are the preferred type
RECOMMENDED
of freestanding sign.
❑ Backlit individually cut letter and
A
internally illuminated channel letter wall
'
signs are preferable to can wall signs.
°r
Raptor Oily
❑ Multiple uses on the same site are
encouraged to share space on
freestanding signs, rather than provide
individual signs.
❑ Fuel price signs should be incorporated
into project ©principal identification sign.
The size and number of temporary and
minor signs should be limited.
❑ Temporary and minor signs should be
incorporated into the design of the
NOT RECOMMENDED
principal building and the service islands.
X
Crime Prevention
❑ The site plan and floor plan should incorporate crime preventive design features. Such features may include, but
are not limited to, openness to surveillance and control of the premises, the perimeter, and surrounding
properties; reduction of opportunities for congregating and obstructing public ways and neighboring property;
illumination of exterior areas; and limiting furnishings and features that encourage loitering and nuisance
behavior.
ADOPTED BY RESOLUTION NUMBER 99 -37
MAY 24, 1999
Attachment No. PC 6
Noise Study
COL1A ACOUSTICAL CONSULTANTS
177 Riverside, 9F
Newport Beach, CA 92663
Certyied Acoustical Consultants
Phone 714 960 -75t1
Alt. Phone 714 960 -6775
Email: RColia@socal.rr.com
July 23, 2012
R12 -068
ACOUSTICAL ANALYSIS OF THE
PROPOSED NEW CHEVRON SERVICE STATION CAR WASHES
AT 2121 BRISTOL STREET
IN THE CITY OF NEWPORT BEACH
Prepared For:
STANTEC
19 Technology Drive, Ste, 200
Irvine, CA 92618 -2334
Prepared By:
CHARD Ct 7L�k ' `~
Certifl�d Acoustical Consultant
ACOUSTICAL ANALYSIS OF THE
PROPOSED NEW CHEVRON SERVICE STATION CAR WASHES
AT 2121 BRISTOL STREET
IN THE CITY OF NEWPORT BEACH
INTRODUCTION
At the request of Larry Tidball of Stantec, Colia Acoustical Consultants have
performed a site - specific acoustical evaluation of the two new Service Station
Car Washes proposed for construction at 2121 Bristol Street in Newport Beach.
The principle source of noise to the site will be from vehicular traffic on Bristol
Street and Irvine Avenue. The potential noise impact from the project would be
generated by the car washes planned near the southern project side. Currently
there are commercial areas to the south of this project. These areas to the
south may be potentially be affected by the two new car washes of the project.
The noise criteria of the City of Newport Beach states that the exterior noise
levels generated by the commercial facility may not exceed 65 decibels (dBA, on
the A- weighted scale) one -hour average noise level (Leq) during the day (7 AM
to 10:00 PM) and 60 dB Leq during nighttime hours (10:00 PM to 7:00 AM) at
any point on the property line at the boundary for commercial zones. In this
case the commercial areas are located to the south.
The purpose of this report is to evaluate the exterior noise levels generated by
the potential noise sources on the project site, and present mitigation
measures, where necessary, to reduce the noise impacts to acceptable levels.
ANALYSIS
The current noise impact from Bristol Street and Irvine Avenue was determined
by on -site measurements. The current noise measurements were made on July
12, 2012. The measurement microphone was positioned at two (2) locations on
the existing car wash site (See Figure 2). Measurements were made at
microphone heights of 5.5 feet above existing grade on the site. The
measurement microphone of a Bruel and Kjaer Integrating Sound Level Meter
(SLM) was located at the south property line side (Site 1) and at the exit side of
the existing car wash (Site 2), which is to be removed.
The SLM can provide continuous Equivalent Sound Level (Leq) measurements
which are read directly from the digital display on the meter. At the end of the
fifteen- minute measurement period an Leq value was taken from the SLM for
the representative sample period. Table 1 below shows the results of the
measurements.
R12-068
August 1, 2012
TABLE 1
Measurement Results (AMBIENT - Roadway)), July 12, 2012
Site Measurement Measured Measured Measured Microphone
Hour Leq, dBA Lmax Lmin Height, R.
1 10:00 AM 58.0 63.4 55.0 5
2 10:15 AM 67.0 74.1 55.2 5
Ambient noise levels from jet aircraft (typically 737s) departing John Wayne
Airport over the project site produced noise levels that were measured as
ranging from 83 to 91 dBA.
Project Generated Noise
The potential noise impact from the project is expected to come from the
operation of the two new car washes to be located near the southern project
side. The potential noise impact was based upon measurements of a Mark VII
Aquajet XT with freestanding dryer car wash facility (with Silencer Package).
The measurements of the car wash and dryer unit were made at an existing
facility in another city. Measurements were made at points all around the stall
at 10 -foot increments. At each position the loudest levels of the entire cycle will
be during the dryer /blower sequence. The highest noise generation in the
dryer cycle was the blower start-up. The noise levels stabilize as the car moves
forward in the stall. The dryer duration is about two minutes. The
wash /rinse /wax cycle duration is about 4 minutes.
The developer has indicated that a car wash dryer with the Silencer Package
can be used at this site.
Measurements of the car wash and dryer noise levels were made with a B Sv K
2230 Integrating Sound Level Meter. Because of the duration of the dryer cycle,
measurements were recorded as Equivalent Sound Level or Leq. The Leq is the
energy average of the noise levels over the cycle period.
Noise Criteria
The Noise Criteria were taken from Section 10.26.025 Exterior Noise Standards
from the City Website as the higher value.
Table 4
Zones Time of Day One -Hour Average Sound
Level, Decibels
Commercial 7 a.m - 10 p.m. 65
10 p.m.- 7 a.m. 60
-2-
R12 -068
August 1, 2012
The proposed car washes are expected to be open 7 AM to 10 PM. For this
project the highlighted one -hour average values in Table 4 above will be used
to determine the noise limits for this project. At the south project sides the
sound limit will be 65 dB.
ANALYSIS
For the car washes and dryer with Noise Reduction Package the following
duration data were gathered. The car wash /rinse /wax duration is 3 minutes
35 seconds; then there is a pause as the arch move to return to their original
location setting and the dryer starts for a duration of one minute and 50
seconds. It then takes approximately 30 seconds to one minute for the next car
in queue to press the code (or insert'coin(s)) and move into position in the stall
for the next wash /dry cycle. The total time is 6 minutes. Table 5 shows the
duration breakdown for each phase, the percentage per hour and number of
minutes per hour.
TABLE 5
Car Wash /Dry Cycle Duration
Phase
Duration
Percentage
Minutes /Hour
Car Exits/ Car
Moves in Stall
0:30 Min.
8:3
5.0
Car Wash /Rinse
1:55 Min.
31.9
19.1
Wax /Rinse
1:45 Mina
29.2
17.5
Dry
1:50 Min.
30.6
18.4
TOTAL
6:00 Min.
100.00
60.0
A representative of the car wash has indicated that during peak usage it would
be possible for the car washes to run continuously when there are many cars
lined up. Thus, the measured Leq would become the one -hour Leq. To
calculate the one-hour average noise level or Leq, as per the standard the
following methodology was used. As a worst -case day condition the dryer
occurs 18.4 minutes in any hour. The car washes impact at 10 feet from the
exit at 45 degrees from the car washes exit the dryer noise is measured to be
73.5 dBA. The car wash noise is 70.0 dBA for 30 minutes in any one -hour.
-3-
R12 -068
August 1, 2012
The one -hour average Leq was computed as follows:
One Hour Leq = 10 Log (( 10 78.5/10 x 18.4 x 60 + 10 70/10 x 30 x 60) /3600)
= 74.3 dBA @ 10 feet
Where; 13.8 = No. of min. /hr. of dryer noise @ 78.5 dBA
30.0 = No. of min. /hr. of car wash noise @ 70 dBA
60.0 = No. of seconds in one minute
3600 = No. of seconds in one hour
The calculated noise levels are shown below in Table 4.
Projected C
Area Area Ref. Noise Angle
per Fig. 3 deg.
NCW So. 71.0@10' 90
Entrance and Exit Sides
TABLE 4
lr Wash /Dryer Noise Levels
Dist PL Cale. Leq Day STD
feet @PL dBA Leq
50 57.0 52.8 65
NCW So., 73.5 @ 10' 45 50 57.9 53.7 65
Entrance and Exit Sides
SCW So. 71.0@10' 90 28 62.0 57.9 65
Entrance and Exit Sides
SCW So. 73.5 @ 10' 45 30 64.0 59.8 65
Entrance and Exit Sides
COMBINED NOISE (Both Car Washes):The worst -case noise impact from both
car wash units were projected to the south property line. The noise level from
the South Car Wash (SCH) and North Car Wash (NCW) were summed at the
closest property line at the south. The summed noise levels are 59.1 dBA at
90 degree angle and 60.8 dBA summed for the 45 degree angle of the car
washes.
-4-
R12 -068
August 1, 2012
The hourly - average dBA values highlighted in Table 4 above are less than the
65 dBA standard for commercial areas, which does not exceed the City of
Newport Beach zoning noise limit.
MITIGATION MEASURES
Because the potential noise levels at the south commercial areas do exceed the
allowable daytime criteria of 55 dBA Leq, additional acoustical shielding is
not required.
Recommendations
The following measures will be incorporated into the self -serve carwashes
design to ensure the car washes/dryer noise levels will meet the property line
criteria of the City of Newport Beach Noise Standard at the south project lines.
- Incorporate the Noise Silencer Package on the dryer units into the carwashes
design.
-The car washes can operate and is limited to the daytime periods (7:00 AM to
10:00 PM) with the NRP.
There is a vacuum near the south side at 87 feet. The reference vacuum noise
level is 85 dBA at 1 foot. At 87 feet the vacuum noise drops off to 46.2 dBA.
This value also meets the City noise standard of 65 dBA.
With the recommendations described in this report the City of Newport Beach
exterior noise standards will be satisfied.
-5-
CASELLA USA
TRAINING INFORMATION
DECIBEL ADDITION & SUBTRACTION
t jQj
Im
}
Adding decibels
You can either use logarithmic calculators to add together two decibel values or you can
use this table of corrections as described below. For noises that are more than 10 dB
apart the addition of the lower level to the higher one will have a negligible effect on the
resultant level so can be ignored. Corrections are shown for two noises up to 15 dB
apart in the table below.
Example
One machine on its own measures 84 dB(A) at a certain position- At the same position
a second machine measures 79 dB on its own. What will the effect be of measuring
both noises at the same time?
Method
Difference between the two noise levels is 5 dB so the correction from the table above
is 1.2 d8. Add this to the higher noise level so the overall measured level for both
machines running at the same time will be 85.2 dB.
Casella USA Pagel of 2
(800) 366 -2968 CASELLA
info@CasellaUSA.com USA
I
f
1
!
r
Example
One machine on its own measures 84 dB(A) at a certain position- At the same position
a second machine measures 79 dB on its own. What will the effect be of measuring
both noises at the same time?
Method
Difference between the two noise levels is 5 dB so the correction from the table above
is 1.2 d8. Add this to the higher noise level so the overall measured level for both
machines running at the same time will be 85.2 dB.
Casella USA Pagel of 2
(800) 366 -2968 CASELLA
info@CasellaUSA.com USA
CASELLA USA
TRAINING INFORMATION
DECIBEL ADDITION & SUBTRACTION
. ✓.�N'i, t� �s,l k�f r
You can either use logarithmic calculators to subtract two noise levels or you can use
the following table of corrections, The table below shows the corrections for differences
between noise levels up to 15 dB apart:
a P �.
i A 1 �. ;I '_ C. '•
lam,
�1
f
i
t
Example
When trying to establish what the level is of a piece of noisy equipment it is difficult to
measure it without all the background being present_ A solution is to measure the noise
levels with the background only and then with the background and the noise source
switched on and running. Subtracting the background level from the total level will give
the level of the noisy piece of equipment on its own. Total noise level is 85 dB and the
background alone is 78 dB.
Method
The difference between the total noise level and the background noise level alone is 7
dB. Therefore, the difference to be subtracted from the higher total noise is 1 dB, which
makes the true noise of the equipment to be 84 d5 on its own.
Casella USA page of
(806) 366.2966 CASELLA
info @CaseliaUSA.com USA
,
; 1 .
A- Weighted Leq Noise Level Data Collected During A Representative
Sample Period On July 12, 2012, Together With Calculated Hourly
Leq Values And Resulting CNEL Value.
Site 1
One Hour Hourly Leq
Period Data, (d BA)
Hourly Leq
Weighting
Factor
Adjusted
Hourly Leq
0700
61.0
0.0
61.0
0800
59.1
0.0
59.1
0900
58.1
0.0
58.1
1000
58.0 MEAS
0.0
580
1100
58.2
0.0
58.2
1200
58.3
0.0
58.3
1300
58.4
0.0
58.4
1400
58.6
0.0
58.6
1500
59.8
0.0
59.8
1600
61.2
0.0
61.2
1700
61.0
0.0
61.0
1800
59.2
0.0
59.2
1900
57.9
0.0
57.9
2000
56.8
0.0
56.8
2100
56.1
0.0
56.1
2200
55.1
10.0
65.1
2300
54.5
10.0
64.5
0000
52.9
10.0
62.9
0100.
50.5
10.0
60.5
0200
50.5
10.0
60.5
0300
49.2
10.0
59.2
0400
47.5
10.0
57.5
0500
48.5
10.0
58.5
0600
52.3
10.0
62.3
24 Adjusted Leq Values/
24 = 60.4 CNEL
A- Weighted Leq Noise Level Data Collected During A Representative
Sample Period On July 12, 2012, Together With Calculated Hourly
Leq Values And Resulting CNEL Value.
KMII
One Hour Hourly Leq
Period Data, (d8A)
Hourly Leq
Weighting
Factor
Adjusted
Hourly Leq
0700
70.0
OA
70.0
0800
68.1
0.0
68.1
0900
67.1
0.0
67.1
1000
67.0 MEAS
0.0
67.0
1100
67.2
0.0
67.2
1200
67.3
0.0
67.3
1300
67.4
0.0
67.4
1400
67.6
0.0
67.6
1500
68.8
0.0
68.8
1600
702
0.0
70.2
1700
70.0
0.0
70.0
1800
68.2
0.0
68.2
1900
66.9
OA
66.9
2000
65.8
0.0
65.8
2100
65.1
0.0
65.1
2200
64.1
10.0
74.1
2300
63.5
10.0
73.5
0000
61.9
10.0
71.9
0100
59.5
10.0
69.5
0200
59.5
10.0
69.5
0300
58.2
10.0
68.2
0400
56.5
10.0
66.5
0500
57.5
10.0
67.5
0600
61.3
10.0
71.3
24 Adjusted Leq Values/
24 = 69.4 CNEL
�fNl ULill .y iX,. F r iT
Alf 1 ytyj �fL^�F /
SDPER tiel�i�F' i f q,RC *,
OF SCriWLS
DR
PAPW 1z:
3 r
RIDE � s.
AV ,
J
♦�9., Cj ��,� � i` ^>C 4. t f � q`"3, ��SaFrf"71 I�K�rT PJI�L
Q U 4
4� 0
APIA ♦. ; `rT , _„�. `+" Jc� ao,♦ �'�' C� F,
IP
{ '''(y ft �'''A� ?` fit' � �''{�( l � � Ri3tP ➢fi! FLRGr E�
/ I
4Site location o
JtF
r
>` CaS 8£40 CaF
L7XIASE
c
�. Q' c
yp tN /
A
TAY y f4 `'♦ �� F?SgRY o n�° Q� a� ti' Q��F 2 £ BFYr Fir, JL
LN
CY CSR 3a0:
ff/ r ,
Cr,� Tf' G ^.uy 4fil` Y %yf
10FOR7 °� yeti /� e i'lz .
11
4�
f
UPPER. T RAY fAR4 A
EMOGIC1 9 PRES€RIE- `��A
�rR
FIGURE 1: Site Location Map
I BRISTOL STREET
N w zsT.�i•
a�
4q
's L.
z I �-i 1111 I
I
FIGURE 2: Site Measurement Locations
n in
k
€� �✓ �
v
� � la lK ,� �„
F
--
------ --
--
--- - - - ---
€F
N
H'
i
1
I �I
e
I
1
e
6
1
[[
�g
6j� ky �
p
!
F4F
�4 SR ks Y
(
I
I rl
URCHHRD ST
EF7
Nz�
�m
FIGURE 2: Site Measurement Locations
G
1 S 5O9P3V Em®
+ ,I
�sr
Site 2 F
S�Sife 1
Il� S
a
;9
tv0 N
a
n
x
n
i
-- --- ---
---- ---- - --
--
------ --
--
--- - - - ---
€F
H'
i
1
I
I
1
6
1
p
!
(
I
I rl
G
1 S 5O9P3V Em®
+ ,I
�sr
Site 2 F
S�Sife 1
Il� S
a
;9
tv0 N
a
n
x
n
i
aas,pad saaualTS
asTOhl ?A LIs�fYi seo PT-moi.v uopeooz W sanlsA bzq Pazns 'eagrl :£ gai'10I3
r
� R
r i
R R
o L
'6 QZ_.
A
BRISTOL STREET
N 9'11'29' V 2SZ71'
m
x
A
m
m
IF
i
n
".
__.
'I
n
I Ife I
� &Rj
I
1 1''t I
r'
f`
-
_
I I
�
I
o
6
ai
�e
--------------
I
G o
I- I91. la 3
I
�
la
E
kz
e
�
n
55FF
e� pp:f q
Ci7
G0
g
ORCHARD STRCEET
Nce
.0
FIGURE
4: Site Plan Showing Unshielded Car Wash Noise Levels at the South
Property Lines for the Newport Beach
Site
m
x
A
m
m
Attachment No. PC 7
Police Department: Alcohol Related
Statistics and Report
Q��WP�RT
NEWPORT BEACH POLICE DEPARTMENT
U 870 Santa Barbara, P.O. Box 7000, Newport Beach, CA 92658 -7000
4<IF00.a
• ' + I
July 19, 2012
TO: Melinda Whelan, Assistant Planner
FROM: Caroline Staub, Senior Crime Analyst
SUBJECT: Alcohol Related Statistics
At your request, our office has reviewed police services data for the Chevron gas station at 2121
Bristol St. S. This area encompasses our reporting district (RD) number 33 as well as part of Census
Tract 631.01. This report reflects City of Newport Beach crime data for calendar year 2011, which is
the most current data available.
Calls for Service Information
City wide there were approximately 65,411 calls for police services during this time, of which 776
were in RD 33. A "call for service" is defined as any citizen contact of the police department which
results in the dispatching of a unit or causes the contacted employee to take some sort of action, such
as criminal investigations, alarm responses, traffic accidents, parking problems, animal control calls,
etc.
Crime Information
There were 5,751 crimes reported to the Newport Beach Police Department during this period. Of
this total, 2,408 were Part One Crimes. Part One crimes are the eight most serious crimes (Homicide,
Forcible Rape, Robbery, Aggravated Assault, Burglary, Larceny- Theft, Auto Theft and Arson) as
defined by the FBI in the Uniform Crime Reports. The remaining 3,343 reports were Part Two crimes.
The Part One crime rate for the entire city during this same period was 2,820.46 per 100,000 people.
The national Part One crime rate was 3,345.521 per 100,000 people.
This reporting district had a total of 173 reported crimes as compared to a city -wide reporting district
average of 152 reported crimes. This reporting district is 21 crimes over or 14% above the city -wide
reporting district average.
I Figures based on the 2010 Uniform Crime Reports, which is the most recent edition.
2 The Newport Beach population figure used for calculations is 85,376, as estimated by the CA Department of Finance.
ABC License Information
The number of active ABC licenses in this RD is 6, which equals a per capita ratio of one license for every
375 residents. This location is within an RD that is over the Orange County per capita average of ABC
licenses. 3
Arrest Information
In 2011, there were 17 DUI and /or Drunkenness arrests in RD 33 and 1,304 DUI and /or Drunkenness
arrests for the entire city. This RD amounts to 1.3% of the DUI /Drunk arrests made in the entire City.
According to a recent national study by the Department of Justice, more than 36% of adult offenders
convicted of crimes in 2009 had been drinking at the time of their arrest.
Additional Information
The Alcoholic Beverage Outlets ordinance states that the Planning Commission shall consider the
crime rate in the adjacent reporting districts. The adjacent reporting districts requested are RD 31
and RD 34.
If you are in need of any further assistance, please feel free to contact me.
3 The number of active ABC licenses is the total of all types of licenses known to the police department as of the date of
this document. As of June 30, 2011 the Orange County average of active, retail ABC licenses was one license for every 518
residents. (5,839 licenses and a population of 3,018,963)
City of Newport Beacl-
Police Department
July 25, 2012
TO: Melinda Whelan, Planning Department
FROM: Detective Brian Haas
SUBJECT: Bristol Chevron (Chevron Products, Co.)
2121 Birch Street, UP2012 -012 (PA2012 -073)
At your request, the Police Department has reviewed the project application for
the Bristol Chevron gas station (Chevron Products, Co.) located at 2121 Bristol,
Newport Beach. This location is currently operating as a Chevron Gas Station.
The proposal consists of a request to amend an existing use permit to demolish
the current gas station and replace with new construction. The new construction
would include of a 2,945 square -foot "Extra Mile" convenience store.
The applicant will apply for a Type 20 (Off Sale Beer & Wine) license with the
Department of Alcoholic Beverage Control. The license will be conditioned
appropriately to protect the health, safety and welfare of the community.
I have included a report by Crime Analyst Caroline Staub which indicates that
this location is within an area where the number of crimes is 14% above the City
wide reporting district average. This location is within an RD that is over the
Orange County per capita of ABC licenses.
Applicant History:
The existing site is developed with a 1,950 square -foot service bay and shack
shop, a 3,180 square -foot canopy with 6 gasoline dispensers, and a 654 square -
foot car wash. This station has been at the location for more than 20 years.
Flours of Operation:
The gas station and convenience market would be operational 24 hours per day,
7 days per week.
Security:
No recommendations from the Police Department.
Bristol Chevron UP2012 -012
Additional Comments:
The Police Department has no objection to the operation as described by the
applicant.
Signs and Displays:
Any signs or displays would need to conform to City requirements. There shall
be no exterior advertising or signs of any kind or type, including advertising
directed to the exterior from within, promoting or indicating the availability of
alcoholic beverages. Interior displays of alcoholic beverages or signs, which are
clearly visible to the exterior, shall constitute a violation of this condition.
We also recommend that the displays, shelving, etc. be positioned in such a way
that the clerk can be seen from outside the building.
Employee Training:
Require all owners, managers, and employees selling alcoholic beverages to
undergo and successfully complete a certified training program in responsible
methods and skills for serving and selling alcoholic beverages.
Other Recommended Conditions:
In addition, the Police Department has determined that the following conditions
would be appropriate for the Conditional Use Permit for the business:
1. No alcoholic beverages shall be consumed on any property adjacent to
licensed premises under the control of the licensee.
2. The Petitioner(s) shall post and maintain a professional quality sign facing
the premises parking lot(s) that reads as follows:
NO LOITERING, NO LITTERING
The sign shall be at least two feet square with two inch block lettering.
The sign shall be in English and Spanish.
3. Beer, malt beverages and wine coolers in containers of 16 oz. or less
cannot be sold by single container, but must be sold in manufacturer pre-
packaged multi -unit quantities.
4. Wine shall not be sold in bottles or containers smaller than 750 ml.
5. No person under the age of 21 shall sell or deliver alcoholic beverages.
2
Bristol Chevron UP2012 -012
6. The petitioner(s) shall be responsible for maintaining free of litter the area
adjacent to the premises over which they have control, as depicted.
7. No alcoholic beverages shall be sold between the hours of 2:00 a.m. and
6:00 a.m.
Alcoholic Beverage Control License
Upon approval of the CUP, the ABC license will be conditioned as necessary to
maintain the health, safety and welfare of the community.
If you have any questions, please contact Detective Brian Haas at (949) 644-
3709.
Brian Haas, Vice /Intel /ABC
Detective Division
0—'k Dale Johnson, Captain
Detective Division Commander
3
Attachment No. PC 8
Police Department Reporting Districts
taw�o�, Reporting Districts �.
Newport Beach Police Department
Effective Jan 1, 2008
54th ST
37th ST
N
W +E
S
i,,,i, = 411001 e,t
_.5
mules
I
fi
�e
20th ST
12
7th ST /
B ST
UPPER
NEWPORT
BAY
2
11
C ->
KE
pR
SAIV
BUCK
GULLY
MORNING 67
CANYON
FA CI FIC OCEAN /
CRYSTAL COVE /
STATE PARK
61
CRYSTAL COVE
STATE PARK
l
I R,NbngDstrcts_tl%LLmxd
Attachment No. PC 9
Plans
SITE DATA / PLANNING DATA
AIE WXRIOXS
2121 IIDTM SRSEET
REWIRED
APY
-]6215
6,207 Sp. FT. (15.8% Qe SITE)
XWEE. OE94NAPGN(5):
C - GFNFRAT COHVEPCIAL
150 SP. Ft. (Ai CONNEA)
AWAfidT
PLANNING
.ING EMEREARTEE :
slaDisc Architect.. INC.
G ANI.Rl
11�EC : "! i`a9iimw6ia
sou"
cc GENERAL IW -A"AL
NEST
COS
I£ COURSE- CI COSTA
"'A
"'A
EAST
CG G 1,1 LOM4IERCIAL
DOE NOT USE FOR CONSTRUCTION
WwRWE, AND USE
GASLLRE SALES. CANYDRIENCE SIORE .1 CA
.. Y.
56 SP Fi G.92 ACRE
DATE
BNEXT. 1REA
SHEET
SoSA4ELOr APFA
G3IDHE
2.895 Sf
2.995 SF.
CANOPY
All, SF.
3472 AF
j[CAWAJ
659 SF.
659 SF.
U PiO R[1
96 S,
AA X".
CgpyTATAU
TPIAL
>.168 SF.
LOT wMAAOL 19.gz
4NOBCAPE APFA
2121 EBSTOL STREET
REWIRED
BEED 4
5.993.9 SD. 11 FAA OF SITE)
6,207 Sp. FT. (15.8% Qe SITE)
I.'. SP R. (SGF AT G.N
1.801 50. ii ST. AT IT.1)
150 SP. Ft. (Ai CONNEA)
3638 Sp FT. (AT CORNEA)
IAIEU INC x..R El - 2> -O' URWS) - 1 STORY
- pm.. zG' o- (q cnxwnsx U'--D P SVYYMT: C A9� RAT D BEAR PAF lGR
CIXWPENCE SioxE 2,995 sF. 1 /zoo S.F. is 15
p Cpm CY: CANOPY GP WASH B
C -STOP[
m mL.. IS Y.R." 11 ry
SCOPE OF WORK
REQUEST FOR AMENDMENT OF THE EXISTING CONDITIONAL USE
TO ALLOW FOR THE CONSTRUCTED OF A NEW CONVENIENCE
NEW CANOPY, NEW TRASH ENCLOSURE, NEW SIGNAGE, NEW P,
AND NEW LANDSCAPING. THE EXISTING CARWASH IS TO REMAI
98 SO.FT. ADDITION TO THE EQUIPMENT ROOM. THE REQUEST
TO INCLUDE BEER AND VINE SALES INSIDE THE CONVENIENCE
24 HOURS OPERATION, AND NEW SIGNAGE.
VICINITY MAP
SHEET INDEX
SHEET No. DESCRIPTDN
1 PLANNING SITE PLAN
1.1 PLANNING $IZE PLAN PHASE II
2 PLANNING FLOOR PLAN
3 PLANNING BUILDING ELEVATONS
3.1 PLANNING BUILDING ELEVATIONS
4 PLANNING CARL' /ASH ELEVATIONS
4,1 PLANNING CARWASH ELEVATORS PHASE 11
5 PLANNING CANOPY ELEVATIONS
6 PHASE 1 PRELIMINARY LANDSCAPE PLAN
6.1 PHASE 2 PRELIMINARY LANDSCAPE PLAN
7 PHASE T PRELIMINARY IRRIGATION PLAN
7.1 PHASE 2 PRELIMINARY IRRIGATION PLAN
8 PLANNING SIGN PLAN
9 PHOTOMETRIC PLAN
PROPERTY OWNER
CHEVRON PNDacTB CO.
145 5. STATE COLLEGE BLVD.
P.D. BOX 2292
BREA, CA 92822
(714) 671 -3499
ATTN: JEFF VAN RIPER
PROJECT OWNER
145 S STATE CL W.
145 s. STATE COLLEGE eLw.
P.O. , C 2292
BREA, 71 92822
ALLEN 6EFF VAN ALLEN: JEFF VAN RIPER
PROJECT APPLICAM/ARCHITECT
19 TECHNOLOGY DRIVE
19 TECHNOLOGY DRIVE
b
B CA. WNE, CA. 92618
(949) 923 -6903
(949) 923 -6190
ATTN: LARRY TOBALL
n SA. M na ine copy 111A to RI tle sign -1 F-
-A-F- Iu.
tlz in xinis 'EZ1,u Ame'taezign. nu avez Rvl rlv a Hall l sima
tn9 ulx, er zei'. 1X6 tr rvinq w on aulvo live eerkx nuzea hereon m
, el Cl:esxm OSA Inc. ngnYZ yrezerveE.
2121 EBSTOL STREET
0
r�
ChevrofH lC
NEWPORT BEACH, CA 92860
PLANNING
slaDisc Architect.. INC.
JT�x
11�EC : "! i`a9iimw6ia
SITE PLAN -PHASE I '''...
.goq.grzom9B
. e1
DOE NOT USE FOR CONSTRUCTION
MIR HO
UNLESS WTLILED AND DATED:
DATE
SHEET
BsG rz0 -zm6
1
DOM zomoDl036
ORAtNNG CREATED
i BIRCH STREET
n
N
W
W
PY
� PL
J
I—
FK
m
In3
N
In (®
Y)) S MO it HIGH CAIU \VALE
TO AL
r la
I Ixl �I
j 21PI Pi 3I H0
HER
CI
I I
Cl)HAAAR ENCLOISSE
MIM RECYCIE BINS
/
A
F ( ) HAS DO D HOT cuu wu
DF 6 TO HEIST TD ALAN
SIZE ADXI 2131 GIICIPT STREET
_
1 22410' +. _ W M
EACx
I
I
II
6' -D° TRA[ K
,-
I
-
IAt
GOU CW'RSE- CITY M COSTA MSA
Sf�tlteC
Ti.OL
Ti. OF 2)
LP✓J:E AK
MACASHHLR
k
7
L5.
TRIM
C
(D4 =5I4HE 2.945 SE A995 S.F.
y
2D' -0° IC AND SETRACK
x
I I I
(
LS.
UNLESS INRWLED PAD DATED
W 752 s F.
FPBWeSH ]52 SE.
GAARwnS RE Al
¢
nl
(N)C.NASH KEYPAD
TO REMAN
8,045 B.E.
V'A
3 LIE}
,
9j
v$'
t i -0'
SS. T(BACK
BLO G. SETBAIX ]
CN— SE— __
15 -9
____
AS
PHASE IT
L
...
TO BE RELOCAT O
W PUNTER
B
I
5 PLANNING CANOPY ELEVATIONS
P
.'aI'•„
CPGPION DE KEW
SH BAY
(E) C -C ®Gt£ SIG!
TO REMAIN (25' -0° TO TW) (E)ORI VEWAY TO PFM N
N 39 °48'17'1 E
O
DISCLAIMER NOTE
LIFE PROPERTY LINES AND DIMENSIONS SHOT% ON THIS ORAIVING
ARE BASED ON INFORM.ATON PROVIDED BY OTHERS AND THAT
INFORMAnON HAS NOT BEEN VERIFIED NOR CERTFlED AS TO
ACCURACY. THESE PLANS MAY BE REVISED AND REISSUED UPON
RECIEPT OF A CEREFIEO ENGINEERED SURVEY AND TITLE REPORT.
OF TRAVEL
(E) 14' PAW TREE
TO HEARD
132058'
IRVINE AVE.
e
PUS
SIZE ADXI 2131 GIICIPT STREET
POSH,
i uEL
ANA, µ AVE
I I I
I
I
II
LOW
n
,-
I
-
IAt
GOU CW'RSE- CITY M COSTA MSA
Sf�tlteC
Ti.OL
Ti. OF 2)
LP✓J:E AK
MACASHHLR
k
PROPOSED WiN ION GASOUSE SALES, PAR1 11111E STORE AHO CARNASH
LIE S]£: 19.956 Sp 1T 0.92 ACRE
TRIM
OiA
(D4 =5I4HE 2.945 SE A995 S.F.
II I I
I I I
(
DCDNS
E
UNLESS INRWLED PAD DATED
W 752 s F.
FPBWeSH ]52 SE.
(E)IRd]6M>BIXWa
KE) A
30 0° -- S[
ATEfl UNIT
(mcna vasty ear OFC .F.
TO REMAN
8,045 B.E.
V'A
3 LIE}
,
9j
v$'
_
SS. T(BACK
BLO G. SETBAIX ]
CN— SE— __
—
____
_ _ ____ _5'_0
(E) C -C ®Gt£ SIG!
TO REMAIN (25' -0° TO TW) (E)ORI VEWAY TO PFM N
N 39 °48'17'1 E
O
DISCLAIMER NOTE
LIFE PROPERTY LINES AND DIMENSIONS SHOT% ON THIS ORAIVING
ARE BASED ON INFORM.ATON PROVIDED BY OTHERS AND THAT
INFORMAnON HAS NOT BEEN VERIFIED NOR CERTFlED AS TO
ACCURACY. THESE PLANS MAY BE REVISED AND REISSUED UPON
RECIEPT OF A CEREFIEO ENGINEERED SURVEY AND TITLE REPORT.
OF TRAVEL
(E) 14' PAW TREE
TO HEARD
132058'
IRVINE AVE.
e
PUS
SIZE ADXI 2131 GIICIPT STREET
POSH,
i uEL
ANA, µ AVE
AEN 489 -IAOS
G
ZWGNG OENGHATON(5): C - ENERAL 11i11.CIAL
.JACEHDE9dITON4
NENPORT BEACH•cA 92660
NORM AD AIRPORT
SWTH CG GENERAL COUt1ERC1Al
IAt
GOU CW'RSE- CITY M COSTA MSA
Sf�tlteC
EAST CG ALDFAt CO'ANERHAL
LP✓J:E AK
MACASHHLR
k
PROPOSED WiN ION GASOUSE SALES, PAR1 11111E STORE AHO CARNASH
LIE S]£: 19.956 Sp 1T 0.92 ACRE
D6 .gI3N19D
..r! SA
OiA
(D4 =5I4HE 2.945 SE A995 S.F.
DO NOT USE FCP CONBTflUCIi(NJ
(ICANS, 3,472 OF, 3,472 S.F.
SHEET INDEX
UNLESS INRWLED PAD DATED
W 752 s F.
FPBWeSH ]52 SE.
SHEET No. DESCRIPTION
270 SF
(mcna vasty ear OFC .F.
1 PLANNING SITE PLAN
8,045 B.E.
V'A
rvGH CMU WALL i0 REM Ux
2 PLANNING FLOOR PLAN
TNIK AGO A DL OSURE TO RETAIN
3 PLANNING BUILDING ELEVATIONS
RSERS TO REHAII
3.1 PLANNING BUILDING ELEVATIONS
4 PLANNING CAROIASH P_EVATIONS
TO BE RELOCAT O
W PUNTER
4.1 PLANNING CARWASH ELEVATIONS PHASE II
5 PLANNING CANOPY ELEVATIONS
BEmusEN pg_WD p):p
6 PHASE 1 PRELIMINARY LANDSCAPE PLAN
SB03.4 CO. ET (i5S OF s.) 5110 50 11 ( OF SPAS
6.1 PHASE 2 PRELIMINARY LANDSCAPE PLAN
t mG SO I (30A Al HOLD t e 59. R (I. AT FRONT)
7 PHASE 1 PRELIMINARY IRRIGATION PLAN
ASEMENT EIR PO.ER
FOR AOJACF)"
CIA
Q
U
0
O
O IO 20 AO 60 BO � V�
SCALE: 1°=20' -01
SITE DATA / PLANNING DATA
VICINITY MAP
SIZE ADXI 2131 GIICIPT STREET
POSH,
i uEL
ANA, µ AVE
AEN 489 -IAOS
G
ZWGNG OENGHATON(5): C - ENERAL 11i11.CIAL
.JACEHDE9dITON4
NENPORT BEACH•cA 92660
NORM AD AIRPORT
SWTH CG GENERAL COUt1ERC1Al
Stantac Architecture DO.
GOU CW'RSE- CITY M COSTA MSA
Sf�tlteC
EAST CG ALDFAt CO'ANERHAL
LP✓J:E AK
MACASHHLR
k
PROPOSED WiN ION GASOUSE SALES, PAR1 11111E STORE AHO CARNASH
LIE S]£: 19.956 Sp 1T 0.92 ACRE
D6 .gI3N19D
..r! SA
OiA
(D4 =5I4HE 2.945 SE A995 S.F.
DO NOT USE FCP CONBTflUCIi(NJ
(ICANS, 3,472 OF, 3,472 S.F.
SHEET INDEX
UNLESS INRWLED PAD DATED
W 752 s F.
FPBWeSH ]52 SE.
SHEET No. DESCRIPTION
270 SF
(mcna vasty ear OFC .F.
1 PLANNING SITE PLAN
8,045 B.E.
AND, 2 7.01032
1.1 PLANNING SITE PLAN PHASE II
2 PLANNING FLOOR PLAN
DBAWDYG CREATED
3 PLANNING BUILDING ELEVATIONS
LOT Wl£RAGE 2C'IX
3.1 PLANNING BUILDING ELEVATIONS
4 PLANNING CAROIASH P_EVATIONS
UNWCME MG
4.1 PLANNING CARWASH ELEVATIONS PHASE II
5 PLANNING CANOPY ELEVATIONS
BEmusEN pg_WD p):p
6 PHASE 1 PRELIMINARY LANDSCAPE PLAN
SB03.4 CO. ET (i5S OF s.) 5110 50 11 ( OF SPAS
6.1 PHASE 2 PRELIMINARY LANDSCAPE PLAN
t mG SO I (30A Al HOLD t e 59. R (I. AT FRONT)
7 PHASE 1 PRELIMINARY IRRIGATION PLAN
7.1 PHASE 2 PRELIMINARY IRRIGATION PLAN
ISO SO FT. (AT CASTLE) OASIS AD, 11 (AT WRILN
8 PLANNING SIGN PLAN
9 PHOTOMETRIC PLAN
.USCG HEIONT C-STORE 23' -D NC.B - 1 11.1
PR=RIPER WNER
G ANDPY SC -V OF CARwnsH UP-G'
PAFXING LIYMARY:
AREA anno A= IMPI.,
PHCDlICT6 N.
ATE COLLEGE BLVD.
CIACSAIEOCE STORE 2945 Cq V290 S1 15 IS
•
2292
92822 -3499
OCCUPANCYI cPNOPY S. WA VI B
FF VAN RIPER
ORE
CONAI noH SCE. cAACHY G N
PRWNER
C -SERE V x
CHEYgONPENDUCT6 CO
145 S. STATE COLLEGE BLVD.
P.O. BOX 2292
BREA, CA 92822
(714) 671 -3499
ATTN: JEFF VAN RIPER
SCOPE OF WORK
PROJECT APPLICANT /ARCHfrECT
SCANTSCAR IifECTU1E
19 TECHNOLOGY DRIVE
TECHNOLOGY
(E) CAR VASH BUILDING TO REMAIN AND CONSTRUCT NEVI
51111E
CAAI BAY ADJACENT TO THE (E) CONVENIENCE STORE.
IRVNE, CA. 92618
(949) 923 -6903
(949) 923 -6190
ATTN: LARRY TDBALL
= BRSPOL BIAEET
0
have®
NENPORT BEACH•cA 92660
PLANNING
Stantac Architecture DO.
Sf�tlteC
. 'sf-'-PA,
B. SITE PLAN -PHASE II
D6 .gI3N19D
..r! SA
DO NOT USE FCP CONBTflUCIi(NJ
um LOT
UNLESS INRWLED PAD DATED
- COTE
M 20 -2D1s
SHIE FE
AND, 2 7.01032
1.1
DBAWDYG CREATED
❑ NOTES
❑j ALL INTERIOR DOORS ARE 3' -0' x 7`-0
❑z AWMMUM STORE FRD.T sremA
❑j A/C k EDURERAPON ONITS I,D POOE ARE A —R HIGH.
OSEARJFNT SCREEN IS 4' -9' HIGH,
AREA SUMMARY-
CONWIN ENCE STORE'
ROOM
AREA
SALES- MERCHANOISING AREk'
1,507 S.F.
COOLER:
220 S.F.
OFFICE:
55 S.F.
MLMf ROOM:
313 S.F.
STORAGE RODIA
169 S.F.
RESTROOAI AND
HALLWAY
176 S.F.
GROSS BUILDING ARE,'
2,945 S.F.
D,Nrreler of e#enor well )
S
e. or ¢ell Nla OroMn9 Ar ony tlerlretl
EAevm USA. Inc. All nl res—S.
DD NOT USE FOR CONBTRUC110N
UN1JE98 PlRW.ED AND DATA
021 BFTSl I3 REEi
RI 9EA0t( CA 92669
PLANNING
FLOOR PLAN
PGR LOT
DAT[ J_ ✓—
B$, 40-]016 I Sf�EF
�� 300J001036 G
DRANINO LREATEU
1
�
I 1
I
WALK -IN
j
COOLER
SALES UTILITY _
I
STORAG <
I
I
I �
I
I <
� �
I
I
,
I
I II
OFFICE
r
I
j
COFFEE
BAR
I ® II
II
II
WOMEN
"
MERCHANDISING
It
AREA
I
I
I II
�e
I
II
HALLWAY
CASHIER
AREA
I
I J
L-
I
,
,
MEN
®
ENTRANCE
--------------
- - - - -- - - - --
e. or ¢ell Nla OroMn9 Ar ony tlerlretl
EAevm USA. Inc. All nl res—S.
DD NOT USE FOR CONBTRUC110N
UN1JE98 PlRW.ED AND DATA
021 BFTSl I3 REEi
RI 9EA0t( CA 92669
PLANNING
FLOOR PLAN
PGR LOT
DAT[ J_ ✓—
B$, 40-]016 I Sf�EF
�� 300J001036 G
DRANINO LREATEU
e
E
E
3
E
S
a
`a
K
E
tOF SIGN M PARAPET
ENTRY OWfl AND FRAME
NORTH ELEVATION
SCALE: 1/4 " =I' -0'
SOUTH ELEVATION
SCALE: T1,• V -T
DECAL LEGEND
NOTE DECAL TYPE AND PuCETHERI SHALL COMPLY OUT THE LATEST VFPST. OF SHERI
HALLMARK 20/20 IMAGE WIOEUNES, BECTON 15, BACKCOURT BUILDING ENTRY DOOR DECALS.
COLOR LEGEND
1❑ MISSION TILE ROOF; U.S. TILE TWO —PIECE BE ANZA BLEND TO MATCH
SHOPPING CENTER
Z2] FRAZEE 7751VI "BEACH GRASS
FRAZEE 82541A "CINNAMON SPICE"
® FOAM CORNICE & MOLDINGS W7771 PLASTER FINISH
I5 FRAZEE 8163W "OIJVR BRANCH"
© PRECAST CONCRETE TRIM BY CONCRETE DESIGNS INC.
MODEL k: M18 k 1 1/7; COLOR: "TAN"
1!1 ADOQUIN STONE TILE BY GMS STONE & TILE INC.
COLOR: CAFE 3 (8 A 8 ")
DAMS COLORS INTEGRAL COLORED CONRETE CURB BASE 'MESQUITE"
991 ELEGANT WILLIAMS SW2047 "PICNIC TABLE"
10 TILE ACCENT —'MITE INNER TILE ON RED OUTER TILE
11 CHILLED WINE (SEMI—GLOSS) 438 -7
12 ANGELES SPLIT —FACE BLOCK "SANDSTONE"
13 ICI — 372 — "TAUPE WOOD"
NOTES
1. PPG CGN TACT: DAN A..,, (BOOT 256-514] CE,EG 5
2. FOR INTERIOR DECAL SIGNS SEE GRAPHICS ANT PAUL I SHEET Y01.
B. PRONDE ENTER DRAWN. CF BRUNEfRONi PRIOR TO FABRICATION, DETAIUNO MATERIALS, WARGEZ. EGGS.
RECTUM CONNECTIONS. ETC.
C MECHANICAL GOOF MOUNTED EDUIPMFNF. PRIME (MOTE ETCH) AND PAINT CAPE AU LAC. SEE COLOR
HERBERT
5. 'TE% -COTE" SPRAY TE%NflE OVER RED PANEL TO (MATCH CEMENT PLASP:R ON BROUGH .
5. SEALANT: MEN SEALANT IS REQUIRED ATJACENT TO UGHT OR GATT AREAS, USE ALLOYS SEALANT. ALL
SEALANT SHALL BE PAINTADLE,
J. ALL 9GNS OWES SEPARATE PERMIT.
5. PPG PAINT TO BE VON- COMPLIANT URETHANE. CHEVRON DISCOUNT APPLIES.
T NOT REPO
HE ALL PAINT SHALL BE APPROVED BY CHEVRON REPRESENTATI PRIOR TO APPUTCATIST PREPARE SURFACE
ND APPLY PAINT. PER PAINT MINE RECOMMENDATIONS
11, CEMENT PLASTER SHALL BE 7 /8' TICRNESS OVER EMPANDEO METAL THIN ATTACHED W/ FASTENERS PER
HBO TABLE 25 -C, OKR MV LAYERS CHASE W BUBO. PAPER, FlNISH TO BE MEDIUM DASH. TOP.
12, PAINT MECH. AND AGAIN.. RODE PFIRETRATONS.
U, 1/2 CEMENT PASTOR CONTROL :a NT. BY NEW ®150 TNT PRINTABLE GRAL.
:1 ALL NANNG, STOREFRONT AND DOERS TO SE FEET SEE STOREFRONT NOTES SHE. AD.
15. MERIFY LETATON OF EBB Al CHEVRON GET LOCATE O NA%. +46'
ITT WERICAL DIMENSIONS SHOWN 0.9E FM REFERENCE TO THATNG LUMBER FROM TOP OF FACT SUB RADIO)
.A SECPOVS & RETAILS FOR BEHOUCS
17. ABOX ENGRAVED METAL TAG TO DAY -LO TFL PIPE IOENTRYING OVERFLOW V5. ROOF DRAIN.
imid —p-RIG, of AM— no domann, P WTI 'Elinn Mil' dnAlol, WU does not Poll ATdbAO,F1 M
11 MCI CAPnoton, B Fill -1 It-- W.A. TRY. Ali lights fosuva,L
2121 BRISTOL STREET
MFEmD NEWPORT BEACH, CA 92680
alftc "'LL' OR g' g;' ° " "'° "" BUILDING ELEVATIONS
rvine. B
Te1.919.92.1.6000 UM.95993].6190
.x1 D0 NOT 119E FOR CONBIRUCTICN MORE LET
UNLE991"l -ED AND DATED! DATE
BR 2D -3016 SHEET
MR 2002001EM 3
DRAWING CREATED,
E
2s —z•
TOP OF FRAMING
G �p
6p
WEST ELEVATION
SCALE: ,/4- -1' —D•
B'HE•
TOP OF PLATE
j
EAST ELEVATION
SCALE: 1 /4' =,'_D•
DECAL LEGEND
DECAL k
OCL —SH OPERATOR NAM W
E /AGORESS/HRS
OCL -203 IN CASE OF WERGENCY CALL...
NFL —20S B SPILL NPI.GARON
DLL -205 MICROWAVE IN DOE
DLL —206C-1 CREDIT CARDS ACCEPTED. FLEET CARDS ACCEPTED
DCL -20] NO BATS OVER 120
DCL -20B SORRY NO CHECKS
DCL-m9 C -B) CUSTOMERS In. OISANIS IIES O -B As NEEDED)
ML -210 RIN
NO ORINO ON PREMISES
OL L -2z] EMERGENCY EXIT ONLY
GCL -22B NO SMORIIIG
BCL -2DB EMERGENCY SHUT GFF 51NRH
P. 0'D.C. 1 STNEET ADDRE NUMBERE
GCL -256 PUSN/PULL PAY SMALL BILLS
DR -279 EI£LIAMIC SURMU`XDCE
OCL -469 RESTNCOM INSiOE
NOTE, . DECAL TYPE
AND PLACEMENT MALL COMPLY RED THE LATEST VERHUGN OF CHUIRM
HAUMARK 20/20 IMAGE WIDEIINE$ ACCEPT 15, BACKCOURT BUILDING EMRY DOOR DECALS,
COLOR LEGEND
O MISSION TILE ROOF; U.S. TILE TWO—PIECE BE ANZA BLEND TO MATCH
SHOPPING CENTER
❑ FRAZEE 7151W 'BEACH GRASS"
❑ FRAZEE 8254M "CINNAMON SPICE"
® FOAM CORNICE & MOLDINGS KITH PLASTER FINISH
❑
5 FRAZEE 8163W 'OLIVE BRANCH"
© PRECAST
MODELN: CONCRETE
XE 1E 1/2,{ COLOR'NCTAN DESIGNS INC. BY ❑ BROWN STONE TILE BY GMS STONE & TILE INC.
COLOR: CAFE 3 (8 "X 8')
O DAMS COLORS INTEGRAL COLORED CONRETE CURB BASE "MESQUITE"
9❑ SHERIVN 141LLIAMS SW2047 "PICNIC TABLE"
10 TILE ACCENT — WHITE INNER TILE ON RED OUTER TILE
II CHILLED MINE (SEMI — GLOSS) 438 -7
12 ANGELES SPILT —FACE BLOCK "SANDSTONE"
13 ICI — 372 — "TAUPE WOOD"
NOTES
1. PPG CIXMMI DAN OAYiS. (800) 288 —SKS CATERER
2 FOR INTERIOR DECAL SIGNS. LEE GRAPHICS AND PONT PLAN. SHEET Y01.
]. MAUDE LIIOP HADANGS OF STOREFRONT PRICK TO FANRILATEAT DETAILING MATERIALS. PHIAfr5, G2E5,
PRGAI CONNECTPYS, E,
4. MECHANICAL RACE MC NTED EQUIPMENT: PRIME (ACID ETON) AND PAINT CAFE AU LAID SEE COILR
LEGEND.
5. 'TES —COTE' SPRAY TEXNRE OVER GSM PANR TO HATCH CEMENT PLASTER ON BUILDING.
6. SEXTANT WIN SEALANT IS REQUIRED ADJACENT TO TIGHT OR DARN AREAS. USE CLEAR SEALANT. ALL
SEALANT SHALL BE PAINTABLE.
1. SIGN MNOFR SEPARAIE PFAMIT.
A. PPG PAINT TO BE VOC COMPLIANT URETHANE. CHEK.ON OISCWNT APPLIES
A. NOT MSEC
10. ALL PART SHALL BE APPROVED BY GLIMUSN REPRESTU TAPVE PRIOR M APPIICAIION. PREPARE Afal
AND APPLY PAINT. PER PAINT MFlZ APTYKIAFNDABONS.
It. CEMENT PLASTER SHALL BE 7/8• TNIHFNESS OVER EXPANDED METAL LATH ATTACHED W/ FASTENERS PER
UBC TABLE 25 —C. OVER TOD LAYERB GRADE '0 BLOC. PAPER. FULLM TO BE MEDIUM DASH, TT.
12. PAINT MECN, AND PWIABINO ROOF PENETRATIONS,
1}, 1/2 GWENT PLASTER COREM JOINT, BY USG /100 POLL MAWTABfE FINISH.
14. ALL GLADNG STOREFRONT AM DOORS M BE TEMPERED. SUE STOREFRONT NOTES SKI ALI.
15. VERIFY LOCATION OF ESA W/ CHEVRON PEP, LOCATE O MAX +40'
18. VERTICAL OIMEN9IXi5 MOM ARE FOR REFERENCE TO FRAMING LMMBER FROM TOP OF FLOOR SUB (U.O.N.)
SEE AMICKS R BETNLS FOR EPECIFlCS
17. ALEX ENGRAVED METAL TAG TO DAY—LIGHTED PIPE IQENTFING OVERFLOW VS ROOF GRAIN.
Ch scan P"I",a Campany, v dlSKE If GY— U.S.A. Inc.. o nx Ule ropy d981s iv ilia X.SU, o! In, herein
tleic 3etl •Ea LV MBe" m.,kX1 bv"'D m em lea A any Lan911e v NectrvH metlum e! Byre xsien luMARI
buAdl g, artM1ltecWrol plans. w dmwlps Tbed E."l M1te0 En X.`vl Neludes Me A ...11 1— d well va Na arc 'amen,
onG compvil,lon oT spaces vnd elem en,s N PA •Cerro MAe' design, but tloea nvl Include IndlWduW x,o ndwd IevWrea
w tletvA S. Milne wlaM1 ea t copy. disHly le, dr sPI ,Ills dranln, or any dviwli- U. X hosed M1e2m must I-
xn,lee pON. -%1 o,XUNA, MESAIl IT
v2005 Ch scion Cwp a'v, bn, d tllNSlon e( CM1erron US A Inc. All Ng hla reserved.
2121 BRISTOL STREET
MOM Chevron NEWPORT BEACH, CA 92660
'.,
p p �B HVAC UNITS ACTING RGOT THE BEYWD
2
•_•
PARAPET WALL
*18111
O PLATE
DO NOT USE FOR CON9TRUCTICN
MORE LOT
UNLESS INIRALED AND DATED
IQ
S51 40 -2D16
z
SHEET
JDB} 2WJ801GL8
3.1
J
,z• _5•
e0r. OF TRIM
_
�0
6
0
0
0 0
0
/
)
❑
❑
8
I
WEST ELEVATION
SCALE: ,/4- -1' —D•
B'HE•
TOP OF PLATE
j
EAST ELEVATION
SCALE: 1 /4' =,'_D•
DECAL LEGEND
DECAL k
OCL —SH OPERATOR NAM W
E /AGORESS/HRS
OCL -203 IN CASE OF WERGENCY CALL...
NFL —20S B SPILL NPI.GARON
DLL -205 MICROWAVE IN DOE
DLL —206C-1 CREDIT CARDS ACCEPTED. FLEET CARDS ACCEPTED
DCL -20] NO BATS OVER 120
DCL -20B SORRY NO CHECKS
DCL-m9 C -B) CUSTOMERS In. OISANIS IIES O -B As NEEDED)
ML -210 RIN
NO ORINO ON PREMISES
OL L -2z] EMERGENCY EXIT ONLY
GCL -22B NO SMORIIIG
BCL -2DB EMERGENCY SHUT GFF 51NRH
P. 0'D.C. 1 STNEET ADDRE NUMBERE
GCL -256 PUSN/PULL PAY SMALL BILLS
DR -279 EI£LIAMIC SURMU`XDCE
OCL -469 RESTNCOM INSiOE
NOTE, . DECAL TYPE
AND PLACEMENT MALL COMPLY RED THE LATEST VERHUGN OF CHUIRM
HAUMARK 20/20 IMAGE WIDEIINE$ ACCEPT 15, BACKCOURT BUILDING EMRY DOOR DECALS,
COLOR LEGEND
O MISSION TILE ROOF; U.S. TILE TWO—PIECE BE ANZA BLEND TO MATCH
SHOPPING CENTER
❑ FRAZEE 7151W 'BEACH GRASS"
❑ FRAZEE 8254M "CINNAMON SPICE"
® FOAM CORNICE & MOLDINGS KITH PLASTER FINISH
❑
5 FRAZEE 8163W 'OLIVE BRANCH"
© PRECAST
MODELN: CONCRETE
XE 1E 1/2,{ COLOR'NCTAN DESIGNS INC. BY ❑ BROWN STONE TILE BY GMS STONE & TILE INC.
COLOR: CAFE 3 (8 "X 8')
O DAMS COLORS INTEGRAL COLORED CONRETE CURB BASE "MESQUITE"
9❑ SHERIVN 141LLIAMS SW2047 "PICNIC TABLE"
10 TILE ACCENT — WHITE INNER TILE ON RED OUTER TILE
II CHILLED MINE (SEMI — GLOSS) 438 -7
12 ANGELES SPILT —FACE BLOCK "SANDSTONE"
13 ICI — 372 — "TAUPE WOOD"
NOTES
1. PPG CIXMMI DAN OAYiS. (800) 288 —SKS CATERER
2 FOR INTERIOR DECAL SIGNS. LEE GRAPHICS AND PONT PLAN. SHEET Y01.
]. MAUDE LIIOP HADANGS OF STOREFRONT PRICK TO FANRILATEAT DETAILING MATERIALS. PHIAfr5, G2E5,
PRGAI CONNECTPYS, E,
4. MECHANICAL RACE MC NTED EQUIPMENT: PRIME (ACID ETON) AND PAINT CAFE AU LAID SEE COILR
LEGEND.
5. 'TES —COTE' SPRAY TEXNRE OVER GSM PANR TO HATCH CEMENT PLASTER ON BUILDING.
6. SEXTANT WIN SEALANT IS REQUIRED ADJACENT TO TIGHT OR DARN AREAS. USE CLEAR SEALANT. ALL
SEALANT SHALL BE PAINTABLE.
1. SIGN MNOFR SEPARAIE PFAMIT.
A. PPG PAINT TO BE VOC COMPLIANT URETHANE. CHEK.ON OISCWNT APPLIES
A. NOT MSEC
10. ALL PART SHALL BE APPROVED BY GLIMUSN REPRESTU TAPVE PRIOR M APPIICAIION. PREPARE Afal
AND APPLY PAINT. PER PAINT MFlZ APTYKIAFNDABONS.
It. CEMENT PLASTER SHALL BE 7/8• TNIHFNESS OVER EXPANDED METAL LATH ATTACHED W/ FASTENERS PER
UBC TABLE 25 —C. OVER TOD LAYERB GRADE '0 BLOC. PAPER. FULLM TO BE MEDIUM DASH, TT.
12. PAINT MECN, AND PWIABINO ROOF PENETRATIONS,
1}, 1/2 GWENT PLASTER COREM JOINT, BY USG /100 POLL MAWTABfE FINISH.
14. ALL GLADNG STOREFRONT AM DOORS M BE TEMPERED. SUE STOREFRONT NOTES SKI ALI.
15. VERIFY LOCATION OF ESA W/ CHEVRON PEP, LOCATE O MAX +40'
18. VERTICAL OIMEN9IXi5 MOM ARE FOR REFERENCE TO FRAMING LMMBER FROM TOP OF FLOOR SUB (U.O.N.)
SEE AMICKS R BETNLS FOR EPECIFlCS
17. ALEX ENGRAVED METAL TAG TO DAY—LIGHTED PIPE IQENTFING OVERFLOW VS ROOF GRAIN.
Ch scan P"I",a Campany, v dlSKE If GY— U.S.A. Inc.. o nx Ule ropy d981s iv ilia X.SU, o! In, herein
tleic 3etl •Ea LV MBe" m.,kX1 bv"'D m em lea A any Lan911e v NectrvH metlum e! Byre xsien luMARI
buAdl g, artM1ltecWrol plans. w dmwlps Tbed E."l M1te0 En X.`vl Neludes Me A ...11 1— d well va Na arc 'amen,
onG compvil,lon oT spaces vnd elem en,s N PA •Cerro MAe' design, but tloea nvl Include IndlWduW x,o ndwd IevWrea
w tletvA S. Milne wlaM1 ea t copy. disHly le, dr sPI ,Ills dranln, or any dviwli- U. X hosed M1e2m must I-
xn,lee pON. -%1 o,XUNA, MESAIl IT
v2005 Ch scion Cwp a'v, bn, d tllNSlon e( CM1erron US A Inc. All Ng hla reserved.
2121 BRISTOL STREET
MOM Chevron NEWPORT BEACH, CA 92660
DRAWING CREATEDS
BUILDING ELEVATIONS
LlArcnnacwTamc.
macy Dr.
82618
.943 E000 fm. 90392]6190
DO NOT USE FOR CON9TRUCTICN
MORE LOT
UNLESS INIRALED AND DATED
oATE __J_ /___
S51 40 -2D16
SHEET
JDB} 2WJ801GL8
3.1
DRAWING CREATEDS
WEST ELEVATION EAST ELEVATION
S.,E: 1 /a' =t' -O" SGLE I /a' =,' -0'
a fa
iW CF P1AFc _ iOP OF PWIE
l
NORTH ELEVATION
..: 1 /,.e1 ._p.
W
PLANNING
0
0
COF
0
0
a
a
a
0
0
a'�A81B
DO NOT WE FOR CONBIRU DMIN MOe LMT
UNLESS BdIMLED AND DATED
wTE - - /_/
NORTH ELEVATION
..: 1 /,.e1 ._p.
W
LMWPSN. AAB
SOUTH ELEVATION
7
EXISTING CARWASH BUILDING TO REMAIN.
NEW CORNICE, TILE WAINSCOT AND NEW PAINT TO
BE ADDED TO EXISTING BUILDING TO MATCH NEW
C —STORE AND NEW CANOPY.
GENERAL NOTES:
1. PPG CONTACT: MARIA CARR, 713- 944 -8550
2. SEE CHEVRON STANDARD CONSTRUCTION SPECIFICATIONS FOR
APPLICATION OF PAINT /FINISHES.
3. SEALANT; WHEN SEALANT IS REQUIRED ADJACENT TO LIGHT OR DARK
AREAS, USE CLEAR SEALANT. ALL SEALANT SHALL BE PAINTABLE.
4. PPG PAINT TO BE VOC- COMPLIANT URETHANE.
CHEVRON DISCOUNT APPLIES.
5. ALL PAINT SHALL BE APPROVED BY CHEVRON REPRESENTATIVE PRIOR
TO APPLICATION. PREPARE SURFACE AND APPLY PAINT, PER PAINT
MFR. RECOMMENDATIONS.
COLOR LEGEND
❑1 MISSION TILE ROOF; U.S. FILE TWO -PIECE DE ANZA BLEND TO MATCH
SHOPPING CENTER
❑2 FRAZEE 7751W "BEACH GRASS"
❑3 FRAZEE 8254M "CINNAMON SPICE"
® FOAM CORNICE & MOLDINGS WITH PLASTER FINISH
❑ FRAZEE 81634 "OLIVE BRANCH"
© PRECAST CONCRETE TRIM BY CONCRETE DESIGNS INC.
MODEL y; M18 % 1 1/2 "; COLOR: "TAN"
O ADOOUIN STONE THE BY GMS STONE & THE INC.
COLOR: CAFE 3 (e "x S')
9� DAMS COLORS INTEGRAL COLORED CONRETE CURB BASE "MESQUITE'
�9 SHOWN WILLIAMS SW2047 "PICNIC TABLE"
10 TILE ACCENT - \VHITE INNER TILE ON RED OUTER FILE
11 CHILLED WINE (SEMI - GLOSS) 438 -7
12 ANGELES SPLIT -FACE BLOCK "SANDSTONE°
13 ICI - 372 - "TAUPE WOOD"
2121 BRISPOL STREET
n NEVI BEACH, CA 92890
PLANNING
Lac Architecture Inc.
1➢G. SLAB
0
a
a
a
CARWASH ELEVATIONS
a'�A81B
DO NOT WE FOR CONBIRU DMIN MOe LMT
UNLESS BdIMLED AND DATED
wTE - - /_/
SHEET
♦ 20 -2016
JOBO 2M7=036
4
ORAWJ.G CREATE6
LMWPSN. AAB
SOUTH ELEVATION
7
EXISTING CARWASH BUILDING TO REMAIN.
NEW CORNICE, TILE WAINSCOT AND NEW PAINT TO
BE ADDED TO EXISTING BUILDING TO MATCH NEW
C —STORE AND NEW CANOPY.
GENERAL NOTES:
1. PPG CONTACT: MARIA CARR, 713- 944 -8550
2. SEE CHEVRON STANDARD CONSTRUCTION SPECIFICATIONS FOR
APPLICATION OF PAINT /FINISHES.
3. SEALANT; WHEN SEALANT IS REQUIRED ADJACENT TO LIGHT OR DARK
AREAS, USE CLEAR SEALANT. ALL SEALANT SHALL BE PAINTABLE.
4. PPG PAINT TO BE VOC- COMPLIANT URETHANE.
CHEVRON DISCOUNT APPLIES.
5. ALL PAINT SHALL BE APPROVED BY CHEVRON REPRESENTATIVE PRIOR
TO APPLICATION. PREPARE SURFACE AND APPLY PAINT, PER PAINT
MFR. RECOMMENDATIONS.
COLOR LEGEND
❑1 MISSION TILE ROOF; U.S. FILE TWO -PIECE DE ANZA BLEND TO MATCH
SHOPPING CENTER
❑2 FRAZEE 7751W "BEACH GRASS"
❑3 FRAZEE 8254M "CINNAMON SPICE"
® FOAM CORNICE & MOLDINGS WITH PLASTER FINISH
❑ FRAZEE 81634 "OLIVE BRANCH"
© PRECAST CONCRETE TRIM BY CONCRETE DESIGNS INC.
MODEL y; M18 % 1 1/2 "; COLOR: "TAN"
O ADOOUIN STONE THE BY GMS STONE & THE INC.
COLOR: CAFE 3 (e "x S')
9� DAMS COLORS INTEGRAL COLORED CONRETE CURB BASE "MESQUITE'
�9 SHOWN WILLIAMS SW2047 "PICNIC TABLE"
10 TILE ACCENT - \VHITE INNER TILE ON RED OUTER FILE
11 CHILLED WINE (SEMI - GLOSS) 438 -7
12 ANGELES SPLIT -FACE BLOCK "SANDSTONE°
13 ICI - 372 - "TAUPE WOOD"
2121 BRISPOL STREET
n NEVI BEACH, CA 92890
i
PLANNING
Lac Architecture Inc.
6 . w�soienc,m
CARWASH ELEVATIONS
a'�A81B
DO NOT WE FOR CONBIRU DMIN MOe LMT
UNLESS BdIMLED AND DATED
wTE - - /_/
SHEET
♦ 20 -2016
JOBO 2M7=036
4
ORAWJ.G CREATE6
i
EAST ELEVATION WEST ELEVATION
mole: , /*' =,' -o' scnlc: , / <• °,• -o•
SOUTH ELEVATION
E
GENERAL NOTES:
L PPG CONTACT: MARIA CARR, 713- 944 -8550
2. SEE CHEVRON STANDARD CONSTRUCTION SPECIFICATIONS FOR
APPLICATION OF PAINT /FINISHES.
3. SEALANT: WHEN SEALANT IS REQUIRED ADJACENT TO LIGHT OR DARK
AREAS, USE CLEAR SEALANT. ALL SEALANT SHALL BE PAINTABLE.
4. PPG PAINT TO BE VOC- COMPLIANT URETHANE.
CHEVRON DISCOUNT APPLIES.
5. ALL PAINT SHALL BE APPROVED BY CHEVRON REPRESENTATIVE PRIOR
TO APPLICATION. PREPARE SURFACE AND APPLY PAINT, PER PAINT
MFR. RECOMMENDATIONS.
COLOR LEGEND
❑ MISSION TILE ROOF; U.S. THE TWO —PIECE BE ANZA BLEND TO MATCH
SHOPPING CENTER
2❑ FRAZEE 7751W "BEACH GRASS"
331 FRAZEE B254M "CINNAMON SPICE"
® FOAM CORNICE & MOLDINGS WITH PLASTER FINISH
5E FRAZEE 8163W "OLIVE BRANCH"
6❑ PRECAST CONCRETE TRIM BY CONCRETE DESIGNS INC.
MODEL N: M18 X 1 1/2; COLOR: "TAN"
7❑ ADOQUIN STONE THE BY GMS STONE & TILE INC.
COLOR: CAFE 3 (8 "x 8°)
B❑ DAMS COLORS INTEGRAL COLORED COVELL CURB BASE "MESQUITE"
99] SHERWIN MHUAMS SW2047 "PICNIC TABLE'
10
HILL ACCENT — WHITE INNER TILE ON RED OUTER TILE
11 CHILLED WINE (SEMI — GLOSS) 438 -7
12 ANGELES SPLIT —FACE BLOCK 'SANDSTONE"
13
Cl — 372 — "TAUPE WOOD"
mboa,aa in any t[ng Wle w enpree elan N
coq[Ightea molerlol :n [lue a Y roll
iee. lhoir s ' 4lle ao slgn, huto oe ool n f1.
[0 M le os aawuw .1, 1a l m sl oIp mF eu
1
Chevo[ JC.l me. NI n6ne re. .
21218BI9TOL STREET
NEWPORT BEACR CA 92880
tec Amhitectureleo. PHASE II
` "'26'6
CA
CARWASH ELEVATIONS
6ow ro.. ms.s2as, so
DO NOT ME MR CONSTRUCTpN
M6ft U6T
UNLESS WRIALED AND DATED
$B4 26 -20,6
SHEET
JOBf 2ooT6mo6s
4.1
IXNWWD CRFATED�
FINISH, COLOR AND MATERIAL LEGEND
.AM MIRPRITES
MISSION TILE ROOF; U.S. THE TWD -PIECE DE ANZA
O BLEND TO MATCH SHOPPING CENTER
2❑ FRAZEE ]]51VI "BEACH GRASS"
i
3❑ FRAZEE 8254M "CINNAMON SPICE" - NOT USED
A, 'G.
6
® FOAM CORNICE & MOLDINGS WTH PLASTER FlNISH
c-
!
5� TIGER DRYLAC SAL 8014 "SEPIA BROTNJ" - NOT USED
'o MP%
�QA2i� n
❑ PRECAST CONCRETE TRIM BY CONCRETE DESIGNS INC.
MODEL k: MiB x 1 i/2 "; COLOR: "TAN"
khFy
-::_ -:
_� ___� ,__________
— - - _
1
❑ O STONE VENEER BY GMB STONE & TILE INC,
COLOR: ]
ORR: : CAFE 3 (B "x B ")
6 uxoEA SmE
�e DAMS COLORS INTEGRAL COLORED DISCRETE CURB BASE
DECKING
"MESQUITE"
v a
i
e c
9❑ SHERMAN WILLIAMS SW2047 "PICNIC TABLE"
AIR
NOT USED
10 TILE ACCENT - WHITE INNER TILE ON RED OUTER
nLE - NOT USED
COLOR LEGEND - IMAGE SIGN AND FASCIA
MARK GO. PMS H. FNIWES
O1
N/A
ECII4E
lE 600 -10
JONES BUIR
HIGH GLOSS
O2
PMS 29JSC
DOE
N/A
OJ
PIGS 429, N/A
PPGGY -450
©
dR01UG
PIGS 4310 N/A
G 1- 1.
SO
IBfic N/A
N/A
1
NORTH ELEVATION IsoirtH SavaTaN e6.o.an1
©
N/A
PPG
PMS 429c N/A
OGES .WR
AMID
PAINT i0 BE BOG. COMPLAINT UREM ANE
1
12
�6
B
UN OEASIOE 6
OCAKINL
1
nIfIWE
'6
8
Q
WEST ELEVATION (EAafELEVATYRi anasn)
Lba.,a, Prada<ls Cenpany, < mwmn or El,— Us A. m<....,A The <roy dgbta m INe Y-1 , ,1 me bwem
deacrTed "EeLa Mlle' —1k1 b<Otllnq os embodies in ,ny IengNe w else bank medlim v1 eep —ftB Inclut v
be o vn gemenl
bu9ding. orP Ilse Wrd playa, w tlmwln qr The copX19IN <d malellW IOCIUG as the a b,m o e 11.1
wnpv, mil IM115 eelgn, dui d-R li 1 ntllotleba eltl tlbwean<n tl o/dr b vveluru
ddet.I a. Milne lwlib ea to cap Y.e dla4AUlla lNxs "Extra Mldwrkq wy
.NN. Permission eTC n CvrpweNOn a mus
e2GG5 Ebesivn Lapuallor. a dlN elen of Cbavmn USA. Inc. A11 IIOG reserved.
B
11E CIRBIf
pY4FYJ 4i ffG- 11H�T`I IL4.ag1
O6 11 12
GIP SU9MITTPR IAEB
OS 29
12 92 PLAN OPTONS IA CB
09 9 I2
PIANNING COMMISSION GROULTAL
MLB
02 22
D RENSEO PER PRE -APP ..F MLR
O] 2/12
PHASE II INLLU OED ON SUBMITTAL
MC6
02 03
12 PRE- APPUCATON MEENNL N.
MACK
GATE
REVi810N8/ MILEHlONE6
INTAL
MARK
DATE
flEVIWONB/ MILEBiONE81NTPL
21218R6TOL BTNEET
aervimn
Chevron
NEWPORT]` BEACH CA 92860
PLANNING
- Stantao a. FRB.ture Inc.
9alftC TU.q.YR AA,E Ea..GDIGU -
•.5
CANOPY ELEVATIONS
DO NOT um wB WN9RiL'CTKk! MnP LOT
UNLEBB INIMLED AND DATED DATE _/-J__
B9! 2D -2DI6
SHEEE
,BSN z.D]DGIm6
5
DFlAWINO CREATED IG /IG /11
BIRCH STREET
I.M
11, BE
r
N
W
W
(n
J
Q
cn
Cn
x
3
N
N
N I®
Z
9
FESIVCA LAMA.
SUMEA xrsRDARTH JA
CONTRACTOR TO MAINTAIN POSITIVE AND E DRAINAGE PATTERNS
5' -0' NOR GAU WALL
oA
mE
SIR
110 E
O
C -60 POLL SfiN
UNWWN PEPPE7ZI
LANTANA SELLTNIEIA
.IM UGHININ'
N 39 °48'17" E
)TRIES Tr OSTRE (E) W PAW TIME )TT w
x ct
V6M flf CYCIF BINF PRP OF 6 i0 flEI,IAIN
b - (N)ELECT. SYAiCM.
W PENT 2BM
Co
STEPS
AlMEAN
11 A111ON IF AD IDE U� CATUT1 GAIT A' JAM RUTH 'A'.
I, A., C_PTLN �l THADDEHIATT THE CAN
20
vw z)Dx
40
Lx
>"
AEALYATANK
Pu i
E (E) 6' -0' NI6N CI.0 IY O MILAN
(II) VACVUAIS �N) /E11CtOFDRE
�,!
O
OvfxT�sES
1W%
-
_
(E) M"S i0 RE RELOCATED
(INSIVE NEVI FUENTES
E
E
x606
o.3B
-_
SPORADIC TA
_ _
r80
ro FEM4w
Yx.
L. u
MINI 144,438:85. ERNE
tuffs
wGN.
O
N 39 °48'17" E
)TRIES Tr OSTRE (E) W PAW TIME )TT w
x ct
V6M flf CYCIF BINF PRP OF 6 i0 flEI,IAIN
b - (N)ELECT. SYAiCM.
W PENT 2BM
Co
STEPS
AlMEAN
11 A111ON IF AD IDE U� CATUT1 GAIT A' JAM RUTH 'A'.
I, A., C_PTLN �l THADDEHIATT THE CAN
132058'
IRVINE AVE.
MYRANS AFRICANA
HANDINA A MEATEA
RUDI
V'
TO RNRI SEE
0 10
20
VALABI :IRRIGATIOII
40
AA - " L �xD
��
>"
AEALYATANK
Pu i
E (E) 6' -0' NI6N CI.0 IY O MILAN
(II) VACVUAIS �N) /E11CtOFDRE
�,!
O
OvfxT�sES
1W%
-
_
(E) M"S i0 RE RELOCATED
(INSIVE NEVI FUENTES
E
E
132058'
IRVINE AVE.
MYRANS AFRICANA
HANDINA A MEATEA
RUDI
V'
TO RNRI SEE
0 10
20
VALABI :IRRIGATIOII
40
%OF fANO3CAPE
60
BO
SCALE!
V-20' -0'
AREA
(F ROMVIVCO�
PREMIUM TENA% 'ELSON
NIACRI A' OR'APPICOT WEEN'
SEGMENT EO6 HE.
1 MCC
HERAGNIA VIIXACEA
'CAREGATA'
F-
LED
W
Ir
(n
0
Q
C)
U
0
O
LJ PLAN PREPARED BY VAISHA RUTH RLA #2238
A131881 LANDSCAPE DOCUMENTATION NEWPIANTS
X� PROJECT INFORMATION
PROACTAPPLRRI CHEVRON.
PROJECTAODRESS: NEWPORT BEACH
LANOBCAPEAREA: ISSI '
PROJECTT/PE RENOVATION
WATERSUPPLYTYPE: POTABLE
CLIENTCONTACT: LARRY TDBALL
PROJECTCWITACT: STAFFED -
Q WATER EFFICIENT LANDSCAPE WORKSHEET
NYOROZONE TABLE
YBR0.
VALABI :IRRIGATIOII
AR
%OF fANO3CAPE
PLANTFACTOR
2011E
VALVE VSE IAEBIOB"
S.F.
AREA
(F ROMVIVCO�
1W%
lw
EB I o
SHRURSBGNBCVR
x606
o.3B
-_
TOTAL
_ _
r80
4 t00.0:J
'HYOROZONE " IRRIGATION METHOD
O.Od LW =LEN WATER USE PLANTS MS - MICReSPRAY B =BUSTLER
0 MOEPA E WATERUSEPLANTS s =SPRAT
00
O.-W 7 1.0 W =NIGH W TER USE PLANTS R- ROTG.R
O=OTiER
PLANTING LEGEND
- ON SITE ONLY
UM APPL EG WARIER ALLOWANCE M1fA NA)
ETO
E \E- 11I 1AISLWSUDS\Ot9ELRS
CWVFR310N FACTOR
0.62
O
SUBS—ESE Ott. HBQIT
BOiµICAL N.WE
RAPX
CWAyIXI
0.3
SPECIAL LANDSCAPE ALLONANCESF
Yx.
L. u
MINI 144,438:85. ERNE
tuffs
wGN.
Low, MATCHAD
*(SPECIAL ESCAPE ALLBWANCE SAE))
IRRIGATION EFFICIENCY
NEA
11
10
SYBARITE ROLUezommin
A
WEER PAW
•
0.3
HYDRO.. AREA S.F.
7E0, .
IRRGATON EFFICIENCY
LAGER SINOEMA ID ICA
L
GEn
SR )S02846GtlIYr
MODERATE WATER USE HYDROLOIIES
i6 6PL
EFO
pp'
'MUMOCFE' AN.
062
PURTFACTOR
ME
..BE AND POUNCA15
0
NUNEATON EFFICIENCY
0.71
SPECIAL LANDSCAPE ALLWZANCE6 F.
®
6 GAL
AD
S -6'
IAAASUI —'-.A
ETD
AFPIAN
NN CAN
COVERSION FACTOR
0.62
PUNT FACTOR
'
NANDINA OWARDS&
L
0.11
SPECAL LANDSCAPE ALLGNANCE3F.
®
6 CPL
W
0' 6
.ALWACIA,'
EMU= 50.4 M UNI
G`W`ALY
0.V800
X� SOIL MANAGEMENTREOUIREMENTS
POBTGNARNG NDRTCULNRAL APPRAI6EL REDUIREO.
WATEROUAIJWY ORTREDUIRM.IXN CYCLEOWATER
L
NAPHUE ZEALANN
RECYCLEOWATII TREBULT3 ,CDHUCTUNOSCAPEARCNITECT
5 GAL.
BE
R,
PIACKAW OR APRICOT
MEET
EELW A%
®
A,
F,
R,
DEPRE. PEAPEEZI
I
STATCE
O
PBID
1.
NLPAGNA GEA
U
'E'A"
VAPEGATA'VIIXA
GAEUM
MINES
-
MRS ALI
CNEEPIxc nG
CAWNOWMAS / VAST PVMWCS
'HYOROZONE " IRRIGATION METHOD
O.Od LW =LEN WATER USE PLANTS MS - MICReSPRAY B =BUSTLER
0 MOEPA E WATERUSEPLANTS s =SPRAT
00
O.-W 7 1.0 W =NIGH W TER USE PLANTS R- ROTG.R
O=OTiER
WATERGU IGETCALCULATWS
UM APPL EG WARIER ALLOWANCE M1fA NA)
ETO
>.43.3
CWVFR310N FACTOR
0.62
ETADOUSTMENTFACT00.
0.7
LANDSCAPE AREA BE. RNCL SEA)
7606'
AGDITWATER BALM FOR SEA
0.3
SPECIAL LANDSCAPE ALLONANCESF
'.0
IMWA= IETO„CIXN FAGTUNDIIETADU ZIEUR X UH.APRFUNI1AMR"WHER MJX U. SAi
MINI 144,438:85. ERNE
PAMPER ESTIMATED TOTAL
ETWU:,,,(CIXiV NNT4 fA`NRpEmlL'n"u ARAN
*(SPECIAL ESCAPE ALLBWANCE SAE))
IRRIGATION EFFICIENCY
LOW WATER USE HYOR020NEB
ETD
43.3
CONVERSION FACTOR
082
PUNT FACTOR
0.3
HYDRO.. AREA S.F.
7E0, .
IRRGATON EFFICIENCY
006
SPECIAL LANDSCAPE AUCAN CEBF
'0
SR )S02846GtlIYr
MODERATE WATER USE HYDROLOIIES
EFO
43.3
CONVERSION FACTOR
062
PURTFACTOR
ME
HYDRGLWE AREA 3F.
0
NUNEATON EFFICIENCY
0.71
SPECIAL LANDSCAPE ALLWZANCE6 F.
0
STY A
BOPmNYF
HIGX FARMERS USE HYOROLOUE3
ETD
.3
COVERSION FACTOR
0.62
PUNT FACTOR
'.O7
HYDR020.4E AREA S.F.
"'0
IRRIWTON EFFICIENCY
0.11
SPECAL LANDSCAPE ALLGNANCE3F.
(I
ETWU
9Da GalryF
EMU= 72825.302 G.Wl
EMU= 50.4 M UNI
X� SOIL MANAGEMENTREOUIREMENTS
POBTGNARNG NDRTCULNRAL APPRAI6EL REDUIREO.
WATEROUAIJWY ORTREDUIRM.IXN CYCLEOWATER
RESS ALUATON OF PUNTSELECTHW REQUIRED WITH
RECYCLEOWATII TREBULT3 ,CDHUCTUNOSCAPEARCNITECT
LAOERSIROEIU 1101.
NUSAUGEE' SM.
ACCOUNTS NOAIANZOTTERN
x0 OG SF� 36 FESNOA AIYRN L AS FES
- 1 CAL 039 LAIIiPNP S[LLO %fANA L VJJiANA
TEA u181SCME ACTED I,FBI s E.
CITY REQUIREMENTS
dGREW PLANTS BY HAUGOZONE-PLL NEVI PLAN'S AND LOW CURLED USE
PEA4ANEN' NM AHW 1YS1E4 FRONTED
u IDDYC1ID WATER DOUG IE AVAILA I US flECYLCE➢ WATER IS
�,�R/ AVNLABAL AM TRIG SITE, PER TRADES COUNTY VIATEN CC)
LJ METALS THEES ARE W BO%.
(1) IF. AND (3) 1RAM11. 35 O DE HEARING RESUME'
11E EAONTAGE x AF 43 (9) TPEES AIR ISD) STRVBS MURDER
(9) TNEES AND (31) THROBS PPONOED
BRISTOL FUM NT ( 6) 52068E A - (8) IDEAS AND (24) SHRUBS DEDUCED
IRS T
(1) TREE AND (3) ALI PER 30 AD OD INTERIOR LOT HER REWIRED
SOUND LOT LINE 06 HE - (7) MEER AND (21) SHRUBS REWIRED
(1) ISSAS AND MA) SHAMA FRONDED,
EAST HOT qxu (464 LFUas(7) MHO ANT (xp SHRUBS GLADDER
(7) HOLES
PR TECTION OF EXISTING PLANT MAT EM
SXIbJTNG FEASTS TUT ARE DAMAGED DUE TO
CON3IAUCTON ACINNY ARE TO BE REPLACED WTH N
SPE SMENS OF SIMILAR MATERAL TO MATCH IN LIKE
KIND.
CONTRACTLTR IS RESPONSIBLE FOR CONTINUOUS WATER
SUPPLY FOR EXISTING PLANTS DURNG CONSiRUC1KJN
HAND WATERNG MAY BE NECESSARY IF DISRUPTON OF
WATER SER ICE TO EXISTING PLANTS OCCURS WRWG
CONSINUCTION. ANY EXEFUNO PLANTS DAMAGED DUE
TO LACK OF WATER CURNG CONSTRUCTQN PERIOD TO
BE REPLACED WTH 5 GAL SPECIMAN OF SIMILAR
MATEPoAL
2121 EFEROL STREET
to UNINTARA
chevv(o tEWPORf BEACH, CA 92880
te0APchlt.t.. IRD. PHASE
°AA
s� PRELIMINARY LANDSCAPE PLAN
L °azuETO92 ICARS".11PD
DO NOT USE FOR CONSTMICTOJ MOd LET
UfLE39 WRW_ED AND DATED DATE•_ /_J____
agi FUI
9HEE
JOBS, ADER.D. 6
CRAWW'G CfFAT�
S
s
0
E
ll
I—
U.
C
IY
LE
11,111 CTEJCCT
N 39 °48'1/° L 13U 58'
IRVINE AVE.
0 10 20 40 60 80 �e
SCALE: 1- 20' -0°
PLAN PREPARED BY MAISHA RUTH RLA #2238
111. E
LLOWANA
.. ucnixlx'
SMAGRNE RWANI.ANA
PLANTING LEGEND - ON SITE ONLY
R: �CUCmLLAxo�LLGEnos�oz9xom
400. 9ZE Btt. xA bli ROLANICAL NAME NCC CCMYW
RAP N'v NAYE
Ax. L M
xIGH. Lore, NEJmY
_ 0 0M 1 SMACflUS ROYANZOEEIANA WEFtI PAV.I
91RN05 N10 PERPINIAIS
LANES
Y51 BPoBTOL 9TI�T
pWNOLOtERS / YAA PWITNR
c hawan
NEWPORT BEACH. CA 92680
ecNre Inc.
StaMeO.-
\
D,
C IN "'° ° °r A`,
PRELIMINARY LANDSCAPE PLAN
IeL9198Z3.6JW Fa.
...tvUN
I GAL.
rz0' 0.
5R9
SF.
iR
LANiANA SIlLOMSANA
'MNIIE LICHINiN'
L
LANiLAIIA
NEW IANJSCAP[ AREA:16rz 5F.
UNLESS WAD N DAED
CITY REOUIREMENTS
GRWP I-- aY xroaozGlE -AU NEW PIANx ASE Low wA– NEE
u PEANANEIII IRRIOATON SYSIEdI 11301OE0
RECYCIEN — USES IE AVAI:A0- (NN RECISO "A.SI IS
�( AVA'L,EI£ FIX THIS SITE. PER ORANGE CWIITY WATER CO)
LJ S1.1IRES TREES APE 24' S.
PROTECTON OF EmjNG PLANT MATERIAL
E%ISING PLANTS THAT APE DAMAGED DUE TO I,I
CONSifl CN ACiMTY ARE TO BE REPLACED WIM N
SPECMENS OF SIMILAR MATERIAL TO MATCH IN LME
MD.
CCNIRACTOR M RESPON9@ E FOP CONIINUCW WATER
@JPPLY FOR E =TING PLANTS WRING CONSIPUCTON
HAND WATERING MAY BE NEGESBARY IF DISPUPIION CF
WATER SERMCE TO EXISiWG H OCWRS WRING
CONSTRUCTW. ANT EXISTING PLANTS DAMAGED WE
TO LACK CF WATER WPP1G CONSTRUCTION PERKHJ TO
BE REPLACED Y 5 GAL WP NIAN OF VI
MATERIAL
Y51 BPoBTOL 9TI�T
c hawan
NEWPORT BEACH. CA 92680
ecNre Inc.
StaMeO.-
PHASE 2
D,
C IN "'° ° °r A`,
PRELIMINARY LANDSCAPE PLAN
IeL9198Z3.6JW Fa.
...tvUN
NOT USE POD CON P ON
1.1(Bt LGi
UNLESS WAD N DAED
SSi ao- rzme�
".
JOB/ 2007001G36
6.1
DRAWING CREATED
ESTABLISHMENT IRRIGATION SCHEDULE IRRIGATION LEGEND - TYPICAL
.E. REE.111. MuooEAII11 mEn` REYARNS
CONTRACTOR TO MAINTAIN POSITIVE AND E. DRAINAGE PATTERNS
PHASE 1
® AVl0F1ATC flPIN SENSCfl fl50 BERFx PECp1YE110ATON5
OO 5' PW -VP EUEELEP 6dFWM"I�F RUSx N1M
PLIRE °COX°NECIWE PAINRIRE
© flEYUCEO PPRII R S9I. R. P1INE PNUE
EV'A" fEECO lFB3¢Y PEN LCCAL CODES
W /ALLI- NEAn,ER BLANXE
NECnON NIFA PPBP AEIER RlEP-
N 39'48'17' E P24.(B' N
ATE Bfl
OAT: RR
IXIEE WAIRE Ov E,RL, IN .1IIE RO%
_ UNE
DUILN CWPIEP VLLLE
B �. W/ LCCIIINO W°FA k PAl11BIPD 9MAC ELUSN MM (RAGE
(X)YPFd LI ER. // 1 NNOSEIN Kl W/ 1056
(M. )) fl / NEEMN
I , /.° fl � iLOW SFN.PoP � SHUT OE HMPCAIEIFA
of f �p P.�wm ra' dL[w O AVIWATC CIXnPOLLEfl IXIElLR5EN5E W,yy MWlli
ALIEYATG 1.)R. I1 E"" - EWAL
�® r 1 O RSEE VASdWUI£ IPREEPIES W VK4£ E0X
f- ®i i • .1 IN CWPONeIrz:
RRIRRI )c0 AwoO COxIRCL ,A,S vIAi1VIX¢ Rov
�C.L„w 1 x. SFNMNIYN PVP -M i. EO PER PXESSVPE
_ x anAO s /a� w¢ FILra
W — BX)BdI9b 11/S Pv 11 S ED UIE 5O uuxu NE
WM91G'CE I LF➢i FQi 1 i0 WIC %CWPIFA 1E° CVNA
BEae ESTABLISHMENT IRRIGATION SCHEDULE cenoxM'REA. mE N -R'm PIPE EGx 15• c6vER
` 1 EEIOW PANNR REREAARR SIEEVFS iO YAXE A SNBBEO UP 1G°
1 ¢ W IN&RE WRE
Q I 1 V.0 EER.. 4I SIEEVE.. IIXE 14° CM W/
P IX I.T VIE NEIXY EAER
0 II ¢ a' sAxG R.E.
R T ° P.v.c GAis 1W AISEE. COVW ACE
In „
WTONAL EIXIEGUIE ,I61AlFN4 -S PIAN
m RAM9PG 1 /1' 1 .Y AR E GRIP .11 MT1 S' COYFA
-- -- - - - - -- ( �i nNd Bza
m!1 ^fl E reauxEN uI[1111iN itv`H Cµc woof oPIP 6• co%ER
I
I p EABTIEAE'1' -24' III, - sEE vuvE d.T
0 NEEMM SqL CHART.
N CITY REQUIREMENTS
z i 1 i o ii D it D II o i E 1
I I i POST GRAGIXC WlE 2si REWRW
1 ./ ` Iw Iti II1I) I I
ca
IIII I ®
OR. \� ® E
_' C"-'9 -- l E � GEgCATED I.I.R. NEIFA PPONDEO
m v v 4 ALL EWIPMEIR NiD El.. YE PRONGED PEA wAliA
tl U) EmCIENT CRGIR..
®
®
_____ -- ------ -- - - -- ___ - -_ - -_ (if i UA-I— NRRIGAnMAR-
Q REaeEI
E
U PVC LATERAL SITING GUIDE
0 IATRAL MAIR LP
szE uAx lE1Lm u
I.- m
2CPL I
, -fo GPV
r 11 -I6 GPM 17-26 WM
N 39 °48'17 E 132058' i -1 /r 1] -,5 ERN
cxm ce uc a m�v � of Lhevm U.S.A P 1
E.R Ed
IRVINE AVE' 4 o R,'w y Ike le N e esl ufeeu MAIEAIAt
al Ua RereN
w Jefaly Mp+a • y. OmH�u1e, er eee IBIa OcoWlg er eny evlwllrc cone oeeen nvem mun naw
�miten Pxmleabn�f Uemn oCwPwelim.
exoLS Chettm Pwa,bn. OMSkn o1 Gn•en VSA. ,n e. NI el9¢le rzaem6
B
TE MBIII
OMNN] 4T IElH71 HA631
C6 II 1
WP SVBNR
o fo zo ao so fio
NETAPIM TR TO SOIL GUIDE
o, s 1z
R MCB
s6E WTWs
VH NRI
RERW AHV DRIPPER SPACING TO BE PER SgIS IESi P[SLLii
GE 12
PIANNNIC COMNIEAPY SIIBNIRAL
MLB
B1 R1 I1
PENSEO PER PPE -4➢P MEETN MCR
. R
D] 1 I1
PxAA n walmeD W sMaelnu
ud
oz ox 11
PRE- APPIxAnuv uEFnxc M
VALVE SCHEDULE
cur saL w sqL
rnAwc
onre
PIF- newue/ eaB- eBr«ree
14ma.
ruwc
o
nEValwe/ uL.eara+ee
i
UGR
lag-
Chevron
ti 9 iC(✓A �
DmPPER now .2s cPx .a cPx
REAR I—E (PAPME°e P ( ➢)M M uwa m
SCALE: i' =20' -0° p xRRVA
I
oR.EVT
EB�6ACCL i
IEYfRP�OpE4T
0280
RNTR
E ILERE "RR P� W.
(W
PRELIM. IRRIGATION PLAN
FA PSIS MEW WMPUAR Al -�-1 -1 oE9IXF-- AR-AND THE
pF T UEE OE WA1SA 1 PEAR IS APPLIED.
O .JS' ] XWfNflN ,AM• YPfl 1OW �0igRR"3Z
RAR REA 1¢o5_EAU
12 n1EE @IWIEAS MM KNRR Ptll -xs GIIGAiV
® ] ExflueE ANG
.]s^ G4WxGW WP
.)5° 4 ERRUES
®
5 X'
,D
Is
R,
]W 1WV
JW e
,oG 1 9
)00
O
®
O
.,5• ,.6 RR UR .IlL
.,5° 91RUBS ANG
S GgGUxGCGi£A
.)5' 6 BNRAyAIE
GNP .¢ 15
oWP Is
UpR")'1 "DOD,1" Oi P)R ISO ] [S�
-
)W 650
JW BW
)GG 1E0
APPLICATW RAZE
PLAN PREPARED BY MAISHA RUTH RLA $2238
StOntec NChi)ecWreinc.
C Zi.A szs E
w.94�eIB_ ¢d.m9.6xxmee
6
_
i
1W_E99 WIIIPI.® Mdl D E _J —/-
89F RPFOI6
�..9' { 2GG)GGIGY
e Er
I2 ERAPE
WNSXA RVW RLA 1225¢ ©.]5° A RR ERA.E .MCOVFA WIP yAH 15 WNI IACIIER XAS T¢ GPnIXI NETAFl �Edd 11 Ell SEF
qi 92 -NGE3&S TO .11 A4RM BCR ALL Mu WIOE CEIAL
O ]5° ] I¢,NO fESNG YPP IGW NOiAIIXj SRI. .. RRIERAPIT"VAL g
© IV 15 S�VRNAN� GRIP
]GG 65o
BIG- EWALEE ASE
0 U1I
c
ESTABLISHMENT IRRIGATION SCHEDULE
BIRCH STREET
PHASE 2
CONTRACTOR TO MAINTAIN POSITIVE AND E. DRAINAGE PATTERNS
I v N 39'48'17' E AU 4& 224.10'
yE f I
I
W ( B
W
ESTABLISHMENT IRRIGATION SCHEDULE
m
I W
0
I I
(n V)
G I
m
3 ❑ 1 ( B
N
9 D 4
.-, p
n }
I°n O'�C)��O
z 0 11 o (I o l l. 6 CONTRACTOR TO FIELD LOCATE PHASE 1
' IRRIGATION LINES AT CARWASH AND TO
(> U I PLACE IN SLEEVES TO MAINTAIN SERVICE
� � AND TO EXTEND AND ADD UIPMEM
® B SHOWN FOR NEW PLANTER W
W
(n
® ® O Q
a
U
0_
O
N 39'48'17' E 1320.58' ue.TOn PmR
Q
b
bu0p,pinerchll
IRVINE AVE. < seRIX
Ee eA . A.,
e2W5 Cfiex
0 10 20 40 60 80
NETAFIM TECHLINE SOIL GUIDE
POW AIM OflIPPFA SPACING i0 fiE PM SgLS IESi PESJLi9
OB 9
VALVE SCHEDULE cur sar LoAR SwL sul0r sal D] z
MK OAl
ORIPPEfl iLOW .26 GPH OPH .6 GPN
SCALE: 1' =20• -6' V Pp. C11 V— QmOn
VMpK VgjE fYOX .T XE'N ME T/T: P(P9) ORIPPFA INTERVAL IB" OR 1XEE BVDfilfnfi XI1N AM. POI -25 BOR. a ]0) 6 UT RA, (XOW) SPACINGS I6 " -2I" 15 " -24" IY -Zlf_
O.]5" ] XWWWI LAW, BIXXN IRPO]AiQi, IX EZIESU 15 30 100 f00J 11.OAR. R.(IOMR) .19 -.I♦ 29 -.21 .R -5fl
OIL OR
O .]5" 121PFF WBBIFAS LX MIWRR PW 2s BIIBWA W 96 ®.]6' 3.5 0 W 650
®']S ] CPMNOCOVE ORA .66 IS ]W 1259 ®.]s" 5 RWX00[ONR .B 15 ]Op B00
PI S ME IN LORPl1ANLE NITO RIE .'-'A Of RIL -.10 -- ARE .1 &0.�WY E AINpX6WO 10W R -W 1FA
awT UA OF wATFR w THE IAN.SCwE .E.RR RIM' IR MP.. ©.>5' 6 Y DDp 0otnirp ]00 3s.
>5' 4 SNn.BS A)10 Oqp ,6 15 ]W m0
®' 0fl.x0wvEft PLAN PREPARED BY MAISHA RUTH RLA #2238(
© .]5 4 GRWVNOCGVER P� .6 15 W 280 SPIRE
Ru91A flUTi flu B2ve �/XV coxmlc X 11¢ .Pn.x lE O I-Rl OL sEE 7RA O '] ] I6L10 iESRICA RPWR t ROiRi� HOELCSA RI &6rALL O'. FIX, ALL NEi <MIXV StlL LV'O[ AE S, ..
5 &O SWAI£6rnA5 Wfll AX. UTEAAL 6PAp�VAL
n .]5" >.5 SHPV6S AND ppp .6 15
IRRIGATION LEGEND - TYPICAL
Id
ALIOHAPC RYN SRISOR
q5� -0Fa
RECW4ENOAPM'S
cnPBnT
�
�L 9 .. .
.E i—, IRPoan..,— PRONDEO
SEE VAI
4 WI W,
O'
t' POP -VP BUBBLER
SCNEWIE
ORAOE
ori� A.
P NRROPCWNECIORE
RAIRRIR
BIffET
2C0]W10Y
R.J. PRESSVRE
F °n_EREE
SEL CINL -RPBP TO
©
BACKROW PREVENtEfl
EF8C0 IFSEE
IOREO P. TINE .1
WALL- WUTRER RLANRE
ER LWAL c.Es
P.O.C.
POOT OF L.T. CON
AiTEA RPBP
AF1FA RPRP-
LREOAYEEV RO IL
WAi18 417 YmES
IN VALVE ROX
p�
OVICK CWPIER VALVE
W2 N2
RAIN,/
10. MIRI GRADE
K 5'M VElW
2D{IPIAC
HOSE Ells
O
Row ANS.R \ WUr OR
rvcrAnu
xmPWErER
IELC
©
AV1011ATC WYlR0.LFR
IIIIEW G
WALL MWNi
MEATIEfl- TRACKING
AVIOMATC CW1RdLEft
IE SiAVON . "0"
CIXilRG1 VALK
RAE
IPPIlR0. ]OD
IH IIImNWAL
O
VALK E[IIEDVLE
SPATES
ALK BOX
DRIP vuuE G.POxsxrs:
®
1. Ilmlma ]00 NEUOTE c.mW vuvE
W Ixmnovu
2 ANNINOER PNR-ME.. 19 PPESNRE
OCOU .
VALVE ORA
3. ARIA. 3/4" wTE 01
I 1 /z' P.v.c scnEmaE D RuxuxE
ZX FOP 1' 10 WICR LWPLER
IR" c.vER
OPn.AL COOP.. TYPE K- RIBIO. PIPE P.
zF OR.
BELOW PANNG INSIEAO OF SLEEVES TO RAKE A
SNOOEO VP i6"
SWEEP.,
IN90E WHR
P.V9CZ SCHEWIE 40 sL ,, OX -WE
24' 0. W/
I
E BY (£NFWAL CIXITXACTOR
8" SIkHO RED
EXCEPT WHERE KEYRO.O
lk ) " P.V.O. CURB ]00 IA.AL,
CI. C.O.
D,,OOAL SCHEWIE 315 LA]ERAL -SEE PLAN
,.I 'p. P E OR, lWC VAM
6" COVER
v
�
OPTMAL R VNE SVRSVRFAtt
1ECNUNE CV 1/Y POL. YI£NE WLINE GRIP
TINE ' RVRN�AP.
6" COVER
f1DiIERS MARL
AND K.RM ROL.AW,
CITY
REQUIREMENTS
I PVC LATERAL SIZING GUIDE
IARAAL MAtl MU4 IPA TRIO
1OW A. lulcTx uTmu
r u -16 mu
I -I /r n -zfi 4PR
z R
aRU EE IELER0 FOR IT RAL RAre
u
< emaa, el ehe..w U.sa le �: u. copy Wqm. m u. a.:gn <I me nwem
1 WbRe<'m9a. Wq ee embodln 4<ny tengdle w tlec4unlc mablum of e9prer'len Gu6NCq o
0.e cep E letl muiwlol Intlu4 wcdl lam < v q m n9vne
<m. m uI` .e. LneRe`e e.'w+. wi e�nwiln : n�: emman >leooemp�:i na<iRr<e
Y. dla4TUlq w 9 ar anY o<e
♦eC [P m o.
W<I (Cheam USA. Inc All Mghle c <eemtl.
RE- APPIICAT. REE
2 PEYI. pNB/ AtlLE6
2Yf1 BR9CIX.8IBfff
POST WAGING 00-.1 T REWIRE.
>IRRIGATION PLAN
cnPBnT
�
�L 9 .. .
.E i—, IRPoan..,— PRONDEO
,[...(�
L
ALL EWIP.LRl AR. CALWUT.R PRONDED PER WATER
0'..1 OA.R. CE.
11tlt LGi
1A405CME 111 --`RON CEATi1CATOR AN. IPRICAT. AVOIT
ori� A.
REWIRE..
I PVC LATERAL SIZING GUIDE
IARAAL MAtl MU4 IPA TRIO
1OW A. lulcTx uTmu
r u -16 mu
I -I /r n -zfi 4PR
z R
aRU EE IELER0 FOR IT RAL RAre
u
< emaa, el ehe..w U.sa le �: u. copy Wqm. m u. a.:gn <I me nwem
1 WbRe<'m9a. Wq ee embodln 4<ny tengdle w tlec4unlc mablum of e9prer'len Gu6NCq o
0.e cep E letl muiwlol Intlu4 wcdl lam < v q m n9vne
<m. m uI` .e. LneRe`e e.'w+. wi e�nwiln : n�: emman >leooemp�:i na<iRr<e
Y. dla4TUlq w 9 ar anY o<e
♦eC [P m o.
W<I (Cheam USA. Inc All Mghle c <eemtl.
RE- APPIICAT. REE
2 PEYI. pNB/ AtlLE6
2Yf1 BR9CIX.8IBfff
ABWOIR BEAq CA 828.
>IRRIGATION PLAN
cnPBnT
�
�L 9 .. .
AB�S FAB n F. 1B92LIp
W NQ(I�BQIOMMd
11tlt LGi
IAL ®HINL$j{jEl
ori� A.
� 2v -2m6
BIffET
2C0]W10Y
7A
CRANTRL9£AIER
b.a o.a b.o a.o
b.o b.b o.o 0.0
b.a b.0 0.o b
b.a 0.a o.o b.v
H
a.o a.b on O.s
H
b.o o.a o.a pA'.v
b.o b.0 oa fib.
y
a.c
a.a a.a b.a z
a.o b.b 0.a b.i
c
o.o b.b a.o a.v
b.a a.a b.o bl4
a.b a.o a.0 o.e
ce++v+n epp'°aM arm vr°u u w 52g vmw Lw uNbia
znp^�� rmargm�Mra�
�„warbmq e.saM9..
M a�srua l= '�Y�m'e•- ��rrw, HK
a.
o.s o.z o.a
ba 0.a o.x�
o s b a b.a b
o.z ba b.a ❑o
b.a b.s a.6 O
® o., z o a.o a
as
ii,
b.s
oo b.a
0.6
bs
a.s b,a
b.2 o.z
a.x
o.]
bo 0.2
b.,
b., a.+
b.z
b.v
.. 0 .O
Illuminance
Fc
51.18
105
18.2
1.+
a.o
v.b
i.o
a.x v.6
a.a
1a
a.o ii,
7l.6 b.s
a.6
o.a
b, b.,
o.s
b., a.0
zc so
i.z §a i.9 +.6 3.a
a.
b.a
0.b
0.0
0.b
0.0
Le
zv
a.b
4.o
2.9 a.a
a.6
S.a
z .+ 2.2
z.b i
N,A.
a. a
155
5.7 s.0 '6..
b.a
o.0
0a
b.z
b.a
on
z+
is
a.z
4
b.2
b.6
0.6
o.s
Lx
o.e
0a
b.a
oa
oa
b.o
o.b
b.b
1.0
b.b
9s
3.s
o.o
+ -.G 9
a.
.a
s.
o.a
b.a
b.a
o.o
0.o
o.o
o.b
0.0
oa
0a
0.]
0.9
0.9
0.,
o.s
o.6
bs
o.4
b.a
b.s
os
o.]
a.a
o.a
b.a
b.0
0.0
0.0
0.o
a
.o
o.b
0.b
b 0.0
®.
®9.
15.9 1
'5"
`Ya.s
9.]
,.2ba.,
6.2
's.s
8
9.9
.s
.a
b0
b.1
b.0
b.0
b.o
g
nib
.z
ba
ba
b.o
b.o
V
's
's.]
2
h.s 14.4
as.v a+.
z
o
i
i
.s
0a
c.o
o.o
a.o
Zm
s.2
a. o
}.x
Io.6
_ a
ta.z ib.2
b� � .s
,.0
}.
- }. +3ya.a
(<.
d b
.6
o. 2
a.a
+a
o. a
,
i®
S s
4s.
i] e g o
s
S.
is
§s
'6 o
b.o
0 0
®
i
'6
q,
a
b a
o a
a o
o.o
B
i].o�5.,
ib.
}.,
.s
b.a
o.a
o.o
o.o
a
,
a.a
o.o
0
b
b.a
� ■ i
sa fi.e v.+
a.a S bn 4s Ia.a
5s ,., sa
b.v
inO o.a o.x ID,
III
.6
Label
CatcType
Units
Avg
v
.
I.a
_jb.ec f
f
Fc
.2 b.a e.o b.a bA
®Ia.
0.0
N.A. N.A.
.. 0 .O
Illuminance
Fc
51.18
105
18.2
1.+
o.z
F
an zs
+
4.
.a
1,5 b.a a.o 0.0 a.o
o.b
o.o o.a
Illuminance
Fe
7.26
26.5
1.0
zc so
i.z §a i.9 +.6 3.a
a.
} i.,
B
®
i. a b.b o.b 0.o b.o
1.000
9 5 }.x }.6
5.
184
®
12
.a a.o c.o o.o b.b
SINGLE
® T
1000
N,A.
135%
155
5.7 s.0 '6..
b.a
0.o b.o
0 0
Label
CatcType
Units
Avg
Max
Min
Avg /Min Max/Min
ALL CALC POINTS
Illuminance
Fc
3.72
56.8
0.0
N.A. N.A.
DISPENSER VERTICAL READINGS_th
Illuminance
Fc
51.18
105
18.2
0.a
o.z
a
as
b.b
.a
b.b
o.b
o.o o.a
Illuminance
Fe
7.26
26.5
1.0
7.26 26.50
67.7
8
B
®
XAM3 -FT- LED - 119 -450 CW- UESINGLEON I8'POLE +2 BASE -20'MH
1.000
N.A.
12343
184
®
12
A
SINGLE
�0.2
1000
N,A.
135%
155
b.a
®
0a
b.z
b.a
on
z+
is
a.z
i.z
b.2
b.6
0.6
o.s
Lx
o.e
0a
b.a
oa
oa
b.o
o.b
b.b
1.0
b.b
0.0
o.b 0.0
o.o
0.o
o.o
o.b
0.0
oa
0a
0.]
0.9
0.9
0.,
o.s
o.6
bs
o.4
b.a
b.s
os
o.]
a.a
o.a
b.a
b.0
0.0
0.0
0.o
a
.o
o.b
0.b
b 0.0
o.o o.o b.o a.o 0a oa a.a o.] os b.a oo o.] b.] 0.a b.a 0.2 o.x i.s o.a 0.a o.o b.0 .' o.o o.a o o ( b.0 b.b o.b o.b o.c
CRS -SC- LED -64 Leo crossover Focus (single Cock)
LED Crossover Gold Symmeldc Canopy Light
% o
V�Y °X GENEN 3
XAM3
LED Cmssover Area L'gM
XPWS3
so GO- Ioel..ngn
s vw'
Calculation Summary
Label
CatcType
Units
Avg
Max
Min
Avg /Min Max/Min
ALL CALC POINTS
Illuminance
Fc
3.72
56.8
0.0
N.A. N.A.
DISPENSER VERTICAL READINGS_th
Illuminance
Fc
51.18
105
18.2
2.81 5]9
CANOPY SUMMARY
Illuminance
Fc
-:�:d
28.18
56.8
21.1
134 2.69
PARKING SUMMARY
Illuminance
Fe
7.26
26.5
1.0
7.26 26.50
Luminaire Schedule
Symbol
Qty
Label
Anangemenl
Dismehtn
LLF
Lumens/Lamp
An. Lum. Lumens
An. Walls
Q-®
10
G
SINGLE
CRO3- FO- LED30 -GW -UE
1000
N.A.
2674
36.1
D180°
XAM3 -FT- LED - 119450 -CW -UE D180 ON 18'POLE +2' BASE -20' MH
1000
N.A.
246W
368
7
D
SINGLE
XPWS3- FT- LED484WCW -UE
LOW
N,A.
4813
67.7
8
B
SINGLE
XAM3 -FT- LED - 119 -450 CW- UESINGLEON I8'POLE +2 BASE -20'MH
1.000
N.A.
12343
184
®
12
A
SINGLE
CRSSC- LEOD4- H0CW -UE
1000
N,A.
135%
155
mcaa P "J"
xoc:,a sotto . a9ox.9
0
INDUSTRIES -
-CHTINGPROPOSN.POR� Y
LO- 111298 -1
ADDITIONAL
MATERIALS
RECEIVED
Memorandum
Item 2a: Additional Materials Received
Planning Commission August 23, 2012
PA2012 -073
CITY OF NEWPORT BEACH
COMMUNITY DEVELOPMENT DEPARTMENT
3300 NEWPORT BOULEVARD, BLDG. C
NEWPORT BEACH, CA 92658 -8915
(949)644-3200
To: Planning Commission
From: Melinda Whelan, Assistant Planner
Date: 08/23/2012
Re: 2121 Bristol Street Chevron Service Station PA2012 -073 Use Permit No. 2012 -012
General Plan Policy CE 2.2.4 states the following:
Driveway and Access Limitations
Limit driveway and local street access on arterial streets to maintain a desired quality of traffic
flow. Wherever possible, consolidate driveways and implement access controls during
redevelopment of adjacent parcels.
To ensure adequate implementation of the above policy, staff has added the following
condition to further analyze the potential final design of the service station renovation:
57. In conjunction with plan check review, the applicant shall work with the City Traffic Engineer to
consolidate the existing driveways on Bristol Street and Irvine Avenue and, as a result, create
additional landscaping area. The evaluation will consider on -site circulation, existing
infrastructure, as well as other issues to determine the feasibility of consolidating the
driveways into the final design. if the City's Traffic Engineer determines that consolidation of
the driveways is not feasible, the existing driveway configuration, as depicted in the proposed
plans, may remain.