HomeMy WebLinkAboutPC Agenda packet - 10.27.21
Date:October 27, 2021
Time:6:00 p.m.
Location:Council Chambers, 276 Fourth Avenue, Chula Vista, CA
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Pages
1.CALL TO ORDER
2.ROLL CALL
Commissioners Burroughs, De La Rosa, Gutierrez, Milburn, Nava, Torres, and
Chair Zaker
3.PLEDGE OF ALLEGIANCE TO THE FLAG AND MOMENT OF SILENCE
4.PUBLIC COMMENTS
Persons may address the Commission on any subject matter within the
Commission’s jurisdiction that is not listed as an item on the agenda. State law
generally prohibits the Commission from discussing or taking action on any
issue not included on the agenda, but, if appropriate, the Commission may
schedule the topic for future discussion or refer the matter to staff. If you wish to
speak on any item, please fill out a "Request to Speak" form and submit it to the
Secretary prior to the meeting.
5.PUBLIC HEARINGS
The following item(s) have been advertised as public hearing(s) as required by
law. If you wish to speak on one of these items, please fill out a "Request to
Speak" form and submit it to the Secretary prior to the meeting.
5.1.DESIGN REVIEW AND CONDITIONAL USE PERMIT FOR A GAS
STATION, CONVENIENCE STORE, AND CARWASH IN THE VILLAGE
8 WEST TOWN CENTER
5
Environmental Notice: The project was adequately covered in previously
certified Final Environmental Impact Report (FEIR 10-03) (SCH
#2010062093) for the Otay Ranch Sectional Planning Area (SPA) Plan -
Village 8 West.
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Recommended Action:
Conduct a public hearing and adopt resolutions approving: A) A
Conditional Use Permit for a convenience store, gas station, and an
automatic carwash on a 1.2-acre site in the Village 8 West Town Center
and B) A Design Review Permit for the subject Convenience Store, Gas
Station, and Carwash.
5.2.DESIGN REVIEW PERMIT FOR GENPROP BACKHOUSE, LLC, A
FOUR-STORY MULTIFAMILY RESIDENTIAL BUILDING ON A 0.28-
ACRE SITE
147
Environmental Notice: The project was adequately covered in the
previously adopted final Environmental Impact Report FEIR 06-01
prepared for the Chula Vista Urban Core and certified by the City Council
in May 2007. Thus, no further environmental review is required.
Recommended Action:
Conduct a public hearing and adopt Resolution No. DR20-0019
approving the project, based on the findings and subject to the conditions
contained therein.
6.ACTION ITEMS
The Item(s) listed in this section of the agenda will be considered individually by
the Commission and are expected to elicit discussion and deliberation. If you
wish to speak on any item, please fill out a "Request to Speak" form and submit
it to the Secretary prior to the meeting.
6.1.APPROVAL OF MEETING MINUTES 203
Recommended Action:
Approve the minutes of July 28, 2021.
6.2.WRITTEN COMMUNICATIONS 207
Commissioner De La Rosa requested an excused absence for the
meeting of July 28, 2021.
Recommended Action:
Commission excuse the absence.
OTHER BUSINESS
7.STAFF COMMENTS
8.CHAIR'S COMMENTS
9.COMMISSIONERS' COMMENTS
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10.ADJOURNMENT
to the regular meeting on November 10, 2021 at 6:00 p.m.
Materials provided to the Planning Commission related to any open-session
item on this agenda are available for public review by contacting the
Development Services Department at pc@chulavistaca.gov.
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October 27, 2021
ITEM TITLE
Design Review Permit and Conditional Use Permit for Conserv 6128 – a Gas Station, Convenience Store and
Carwash on a 1.2-acre Site (Lot 26 of Map 16428) in the Village 8 West Town Center
Location: Otay Ranch Village 8 West Town Center on the northern side of the La Media Parkway and Main
Street couplet.
Environmental Notice:
The project was adequately covered in previously certified Final Environmental Impact Report (FEIR 10-03)
(SCH #2010062093) for the Otay Ranch Sectional Planning Area (SPA) Plan - Village 8 West.
Recommended Action
Conduct a public hearing and adopt resolutions approving:
A) A Conditional Use Permit for a convenience store, gas station, and an automatic carwash on a
1.2-acre site in the Village 8 West Town Center.
B) A Design Review Permit for the subject Convenience Store, Gas Station, and Carwash.
SUMMARY
The applicant requests approval of plans for a convenience store, a gas station, and a car wash (the “Project”).
The Project, referred to as Conserv 6128, is located on a 1.2-acre vacant parcel in the Otay Ranch Village 8
West (Cota Vera) Town Center (the “Project Site”). The property is owned by HomeFed Village 8, LLC (the
“Property Owner”). Zoning for the Project Site is Town Center (TC) per the Village 8 West Sectional Planning
Area (SPA) Plan, and the General Plan designation is also TC. The Project is more specifically described as
follows:
Convenience Store is a 4,200 square foot retail/convenience store located on the southern edge of
the Project Site. The sale of beer and wine will be conducted within the store.
Gas Station is a 6-pump (12 filling stations) facility with a lighted canopy, air and water stations,
and propane tank filling.
Car Wash is a self-serve drive-through automatic car wash with three coin-operated vacuum bays
and queuing for approximately five vehicles.
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HOUSING IMPACT STATEMENT
The TC zone allows a residential density of 34 units per acre. The Village 8 West Tentative Map (CVT 19-03)
did not allocate any residential units for the Project Site; therefore, there are no housing units proposed as
part of the Project.
ENVIRONMENTAL REVIEW
The Director of Development Services has reviewed the proposed project for compliance with the California
Environmental Quality Act (CEQA) and has determined that the Project was adequately covered in previously
certified Final Environmental Impact Report (FEIR 10-03) (SCH #2010062093) for the Otay Ranch Sectional
Planning Area (SPA) Plan - Village 8 West. Therefore, no additional environmental review is required.
DISCUSSION
Project Site Characteristics:
The 1.2-acre Project Site is located within the triangular street intersection of La Media Parkway (North and
South) and Main Street West (urban couplet), in the Otay Ranch Village 8 West Town Center. (Attachment 1
– Location Map). Across La Media Parkway North (to the east) is Parcel C – zoned TC, allowing up to 180
residential units and 36,000 square feet of commercial space. West of the Project, across La Media Parkway
South, is the future Otay Ranch North Community Park. The Central Square Park is located across Main Street
West, to the south of the Project.
Location General Plan Zoning Current Land Use Proposed Land Use
Site TC TC Vacant Commercial
East TC TC Vacant Mixed-Use
West OS Park Vacant Community Park
South OS Park Vacant Central Square Park
Project Description:
The Project includes a convenience store, a gas station and canopy, and a car wash. The Conserv 6128
Convenience Store is located along the southern edge of the Project Site, across from the Central Square Park.
The store’s main customer entry on the northern building façade provides access from the parking lot, gas
pumps, and car wash. A second entry is proposed on the southern façade to provide views, access to the
park, and access to the future transit node anticipated in that area.
The Project Site has two driveway entrances: one on the east side from La Media Parkway North and one on
the west side from La Media Parkway South. The gas station and canopy are located central to the site, and
the car wash is located at the northern end.
A Parking Study was prepared for the Project (Chen Ryan – May 2021): three similar developments in
eastern Chula Vista were studied. City Staff concurred with the results of the study which stated that 11
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onsite parking spaces are sufficient to meet the parking demand for the Project. The Project provides a total
of 16 onsite parking spaces: 11 spaces at the convenience store and 5 parking spaces for the vacuum area of
the car wash.
Additional site plan features include a car wash queueing area with storage for 5 vehicles, and a trash
enclosure and loading area along the east side of the convenience store building.
A Noise Study was prepared for the car wash element of the Project (Helix – May 2021), and the car wash
has been designed to control noise levels by means of a car wash blower system, reducing noise levels to less
than predicted traffic noise levels, in compliance with the City’s car wash facility ordinance (CVMC
19.58.060).
An Intensity Transfer was approved in accordance with the SPA, transferring 1,620 square feet of allowable
commercial development from Parcel L to Parcel B, for a total of 5,620 commercial square feet on Parcel B.
Both parcels are located in the Town Center.
The convenience store and gas station will operate seven days per week, 24 hours per day, to serve the
businesses, customers and residents of Otay Ranch, particularly residents of Village 8 West and surrounding
existing and future development of Villages 4, 7 and 8 East. The car wash will operate seven days per week,
between the hours of 7 am and 10 pm.
Project Analysis:
The following Project Data Table shows the development regulations along with the applicant’s proposal to
meet the requirements:
Assessor’s Parcel Number: 644-071-0200
Current Transect/Zoning: Town Center (TC)
General Plan Designation: Town Center (TC)
Lot Area: 1.2 acres
Commercial Development: 5,620 square feet
PARKING REQUIRED:
Commercial
Gen. Retail (4200 SF) @ 2.7 p/1K = 11
Total = 11 spaces
PARKING PROVIDED:
Commercial
General Retail = 11
Standard = 8 (1 is EV)
Handicap Accessible = 3 (1 is EV)
Car Wash/Vacuum Area = 5
Standard = 3
Compact = 2
Total = 16 spaces
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Design Review Permit
Village 8 West (Cota Vera) is intended to be a vibrant community with a wide variety of uses, activities, and
design features that will promote a pedestrian friendly environment with proximity to shopping,
entertainment, transit, and employment opportunities. In such an environment, the overriding design goals
are high quality design and excellent functionality. Adherence to any specific architectural style or any set of
preconceived design solutions beyond what is specified in the Village 8 West Landscape Master Plan and
Town Center Master Precise Plan, as applicable, is neither required nor desired.
Design Review shall comply with the procedures and requirements set forth in Chula Vista Municipal Code
Section 19.14.581 through 19.14.600, except that the findings and actions of both the Planning Commission
and the Zoning Administrator shall be based upon the provisions of this SPA. The Design Review process
requires a determination that a project is in compliance with the defined standards and guidelines of the
Village 8 West SPA Plan, Landscape Master Plan, and Town Center Master Precise Plan, as applicable.
SPA Plan
The Site Plan is arranged to support the pedestrian corridor along Main Street and the Central Square
Park to the south. The convenience store building creates an attractive visual buffer between the
Central Square Park and the gas station and car wash elements of the Project. The building type is
“Innovative.” The SPA Plan recognizes and encourages innovative design solutions to positively
contribute to diverse and interesting street scenes. Innovative building configurations may be
appropriate to address the constraints of the site and demands of the current market. Parking and
circulation, as well as trash and loading areas, are sized appropriately for the site and land use. The
building is designed with a sloped roof, varied architectural planes, and glazing at the street level. A
second entrance is provided on the southern elevation of the convenience store to provide a friendly
street scene and pedestrian connections to the future transit node on Main Street and to the Central
Square Park.
Landscape Master Plan
The design theme of "Contemporary European with an Agrarian influence" is established in the
architectural elevations and features of the Project, and these elements are enhanced with plantings
of this character. Olive trees have been selected to provide filtered shade while maintaining a semi-
transparent view of the architectural features. The use of vertical elements, such as columnar cypress
shrubs and hedges, a geometric vine trellis, and gabion planters with citrus trees contrast with the
long architectural building planes. Color is added along the eastern and western edges with lavender
crape myrtle trees. Irrigation for the Site utilizes low-flow sprinkler heads and sub-grade drip
irrigation in compliance with the City of Chula Vista Landscape Water Ordinance.
Town Center Master Precise Plan
The purpose of the Master Precise Plan (MPP) is to coordinate the spatial relationship between
buildings, structures, landscaping, and public spaces as well as ensure a unified design theme for
signage, lighting and street furniture in order to implement the SPA’s vision of creating a pedestrian
friendly Town Center. The MPP provides specific requirements for each parcel within the Town
Center – the Subject Property is identified as Parcel B. MPP Exhibit 2-1: Illustrated Conceptual Town
Center Plan includes a conceptual site plan for development of Parcel B. The Project is consistent
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with the uses and site design in the MPP and includes mandatory elements such as orientation of a
convenience store pedestrian entrance toward Main Street to activate the Town Square Edge and the
pedestrian corridor along the Village Pathway. The gateway element required at the north end of
Parcel B (shown in the MPP – north of the public street connection) was mapped as a separate lot
and will be built by the Master Developer.
Per SPA Table 9.1 Discretionary Permit Matrix, a Minor Design Review (Administrative) is required for
projects that include 20,000 square feet or less of non-residential building area or 200 or fewer multifamily
residential dwelling units. Minor Design Review requires approval by the Zoning Administrator. However,
since the DR and CUP are being processed together, and in accordance with the consolidated review Council
Policy, the entire Project follows the Planning Commission approval process of the CUP. The Design Review
Findings are provided as Enclosure A.
Conditional Use Permit
In accordance with the Permitted Land Uses table for the TC zone (3.3.7.C), a Conditional Use Permit (CUP)
is required for the sale of alcohol (at the convenience market), for a gas station, and for a car wash. Table 9.1
Summary of Discretionary Review, states that CUPs require a Zoning Administrator recommendation and
Planning Commission approval. Resolution CUP20-0018 incorporates all three items into one permit for
Zoning Administrator and Planning Commission consideration. The Zoning Administrator has reviewed the
Project and recommends approval of CUP20-0018 by the Planning Commission. The CUP Findings are
provided in Enclosure B.
CONCLUSION
The proposed Project is consistent with the Otay Ranch Village 8 West SPA Plan, the Landscape Master Plan,
and the Master Precise Plan for the Town Center.
DECISION-MAKER CONFLICT
Staff has reviewed the property holdings of the Planning Commission members and has found no property
holdings within 1,000 feet of the boundaries of the property which is the subject of this action. Consequently,
this item does not present a disqualifying real property-related financial conflict of interest under California
Code of Regulations Title 2, section 18702.2(a)(7) or (8), for purposes of the Political Reform Act (Cal. Gov’t
Code §87100, et seq.).
Staff is not independently aware and has not been informed by any Planning Commission member, of any
other fact that may constitute a basis for a decision-maker conflict of interest in this matter.
FISCAL IMPACT
The application fees and processing costs are paid for by the applicant, resulting in no net fiscal impact to the
Development Services Fund or the General Fund.
ATTACHMENTS
1 – Location Map
2 - Noise Study
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3 – Parking Study
4 – Design Review Checklist
5 – Non-Residential Monitoring Table
6 – Resolution CUP20-0018
7 – Resolution DR20-0018
8 – Project Plans
Staff Contact: Janice Kluth, Senior Project Coordinator
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PROJECT LOCATION
S
R
-
1
2
5
-
TO
L
L
RO
A
DLA MEDI
A
R
D
VILLAGE8 EAST
VILLAGE8 WEST
LOCATOR
NORTH DR20-0018
CHULA VISTA PLANNING AND BUILDING DEPARTMENT
J:\Planning\Public Notices\DR200018\DR20-0018
SCALE:FILE NUMBER:
PROJECT DESCRIPTION:
PROJECT
ADDRESS:
Village 8 west - Parcel B
(La Media Rd & Main St)
Moller Retail Inc.
Related cases: CUP20-0018No Scale DR20-0018
Project Summary: Convenience Store / Gas station / Car Wash
PROJECT
APPLICANT:LOCATOR
NORTH
MAJOR PLANNING APPLICATION
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Conserve 6128 Project
Noise Assessment
May 2021 | MRI-01
Prepared for:
Moller/Dansk Investment Group, Inc.
6591 Collins Drive, Suite #E11
Moorpark CA 93021
Prepared by:
HELIX Environmental Planning, Inc.
7578 El Cajon Boulevard
La Mesa, CA 91942
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Conserve 6128 Project
Noise Assessment
Prepared for:
Moller/Dansk Investment Group, Inc.
6591 Collins Drive, Suite #E11
Moorpark CA 93021
Prepared by:
HELIX Environmental Planning, Inc.
7578 El Cajon Boulevard
La Mesa, CA 91942
May 2021 | MRI-01
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TABLE OF CONTENTS
Section Page
EXECUTIVE SUMMARY .................................................................................................................................. 1
1.0 INTRODUCTION ................................................................................................................................ 1
1.1 Purpose of the Report ......................................................................................................... 1
1.2 Project Location .................................................................................................................. 1
1.3 Project Description ............................................................................................................. 1
1.4 Noise and Sound Level Descriptors and Terminology ........................................................ 1
1.4.1 Descriptors ............................................................................................................. 1
1.4.2 Terminology ........................................................................................................... 1
1.5 Regulatory Framework ....................................................................................................... 2
1.5.1 City of Chula Vista Municipal Code ........................................................................ 2
2.0 ENVIRONMENTAL SETTING .............................................................................................................. 3
2.1 Surrounding Land Uses ....................................................................................................... 3
2.2 Noise-Sensitive Land Uses .................................................................................................. 4
3.0 ANALYSIS, METHODOLOGY, AND ASSUMPTIONS ............................................................................ 4
3.1 Methodology....................................................................................................................... 4
3.1.1 Noise Modeling Software ...................................................................................... 4
3.1.2 Receiver Locations ................................................................................................. 4
3.1.3 Off-Site Traffic Noise Modeling ............................................................................. 4
3.1.4 Car Wash Modeling ................................................................................................ 5
3.1.5 Convenience Store and Gas Station Modeling ...................................................... 6
4.0 RESULTS ........................................................................................................................................... 7
4.1 Car Wash Noise ................................................................................................................... 7
4.2 Combined Convenience Store, Gas Station, and Car Wash Noise .................................... 10
5.0 LIST OF PREPARERS ........................................................................................................................ 14
6.0 REFERENCES ................................................................................................................................... 15
LIST OF APPENDICES
A Noise Modeling Input and Output
B Equipment Data Sheets
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ii
TABLE OF CONTENTS (cont.)
LIST OF FIGURES
No. Title Follows Page
1 Regional Location ............................................................................................................................. 2
2 Otay Ranch Village 8 West ............................................................................................................... 2
3 Site Plan and Noise Sources ............................................................................................................. 2
4 Modeled Receivers .......................................................................................................................... 4
LIST OF TABLES
No. Title Page
1 Exterior Noise Limits ........................................................................................................................ 3
2 Otay Ranch Village 8 West Traffic Volume ...................................................................................... 5
3 Modeled Car Wash Noise Levels ...................................................................................................... 8
4 Modeled Car Wash Noise Levels With Noise Reduction Measure .................................................. 9
5 Modeled Combined Non-Transportation Daytime Noise Levels ................................................... 11
6 Modeled Combined Non-Transportation Nighttime Noise Levels ................................................ 12
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iii
ACRONYMS AND ABBREVIATIONS
APN Assessor’s Parcel Number
CAD Computer Aided Design
CadnaA Computer Aided Noise Abatement
City City of Chula Vista
dB decibel
dBA A-weighted decibels
FHWA Federal Highway Administration
hp horsepower
HVAC heating, ventilation, and air conditioning
Hz Hertz
kHz kilohertz
LEQ equivalent sound level
MH Medium-High Density Residential land use designation
mPa micro-Pascals
mph miles per hour
NSLU noise-sensitive land use
P Park land use designation
SF square feet
SPA Sectional Plan Area
SPL sound pressure level
TC Town Center land use designation
TIA Traffic Impact Analysis
TNM Traffic Noise Model
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Conserve 6128 Project Noise Assessment | May 2021
ES-1
EXECUTIVE SUMMARY
This report presents an assessment of the non-transportation noise sources of the Conserve 6128
Project (project) for compliance with the City of Chula Vista (City) car wash and noise ordinance. The
project site is located within the triangular street intersection of La Media Parkway (North and South)
and Main Street West in the Village 8 West Sectional Plan Area in Chula Vista, California. The project
would construct a commercial convenience store, gas station and car wash.
As currently planned, operation of the car wash would not comply with the City car wash and exterior
noise limit ordinances. However, with implementation of a noise reduction measure that would require
a car wash blower system with reduced noise levels, car wash noise would be reduced to less than
predicted traffic noise levels, in compliance with the City car wash facility ordinance. With
implementation of the reduced noise level blower measure, the combined non-transportation noise
sources from the project, including the car wash blower system, vacuums, building heating, ventilation,
and air conditioning (HVAC) systems, commercial refrigeration condensers, and gas station air
compressors, would not exceed the City noise ordinance exterior 1-hour L EQ daytime or nighttime limits
for applicable land uses measured at the receiving property lines.
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Conserve 6128 Project Noise Assessment | May 2021
1
1.0 INTRODUCTION
1.1 PURPOSE OF THE REPORT
This report presents an assessment of the non-transportation noise associated with operation of a
commercial/retail convenience store, gas station, and car wash for compliance with the City of Chula
Vista Municipal Code.
1.2 PROJECT LOCATION
The project would be within the triangular street intersection of La Media Parkway (North and South)
and Main Street West in the Otay Ranch Village 8 West Sectional Plan Area (SPA) in the City of Chula
Vista (City), California within a portion of Assessor’s Parcel Number (APN) 644-070-24. See Figure 1,
Regional Location, and Figure 2, Otay Ranch Village 8 West.
1.3 PROJECT DESCRIPTION
The project plans to construct and operate a 4,200 square-foot (SF) convenience store, a 4,160-SF gas
station, and a 1,420-SF car wash. See Figure 3, Site Plan and Noise Sources.
1.4 NOISE AND SOUND LEVEL DESCRIPTORS AND TERMINOLOGY
1.4.1 Descriptors
All noise level or sound level values presented herein are expressed in terms of decibels (dB), with
A-weighting (dBA) to approximate the hearing sensitivity of humans. Time-averaged noise levels are
expressed by the symbol LEQ and have a 1-hour duration unless a specified duration is noted.
1.4.2 Terminology
1.4.2.1 Sound, Noise, and Acoustics
Sound can be described as the mechanical energy of a vibrating object transmitted by pressure waves
through a liquid or gaseous medium (e.g., air) to a hearing organ, such as a human ear. Noise is
defined as loud, unexpected, or annoying sound.
In the science of acoustics, the fundamental model consists of a sound (or noise) source, a receiver,
and the propagation path between the two. The loudness of the noise source and obstructions or
atmospheric factors affecting the propagation path to the receiver determines the sound level and
characteristics of the noise perceived by the receiver. The field of acoustics deals primarily with the
propagation and control of sound.
1.4.2.2 Frequency
Continuous sound can be described by frequency (pitch) and amplitude (loudness). A low-frequency
sound is perceived as low in pitch. Frequency is expressed in terms of cycles per second, or Hertz (Hz)
(e.g., a frequency of 250 cycles per second is referred to as 250 Hz). High frequencies are sometimes
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Conserve 6128 Project Noise Assessment | May 2021
2
more conveniently expressed in kilohertz (kHz), or thousands of Hertz. The audible frequency range
for humans is generally between 20 Hz and 20,000 Hz (20 kHz).
1.4.2.3 Sound Pressure Levels and Decibels
The amplitude of pressure waves generated by a sound source determines the loudness of that
source. Sound pressure amplitude is measured in micro-Pascals (mPa). One mPa is approximately
one hundred billionth (0.00000000001) of normal atmospheric pressure. Sound pressure amplitudes
for different kinds of noise environments can range from less than 100 to 100,000,000 mPa. Because
of this wide range of values, sound is rarely expressed in terms of mPa. Instead, a logarithmic scale is
used to describe sound pressure level (SPL) in terms of dBA. The threshold of hearing for the human
ear is about 0 dBA, which corresponds to 20 mPa.
1.4.2.4 Addition of Decibels
Because decibels are logarithmic units, SPL cannot be added or subtracted through standard
arithmetic. Under the decibel scale, a doubling of sound energy corresponds to a 3 dBA increase. In
other words, when two identical sources are each producing sound of the same loudness, the
resulting sound level at a given distance would be 3 dBA higher than from one source under the same
conditions. For example, if one automobile produces an SPL of 70 dB when it passes an observer, two
cars passing simultaneously would not produce 140 dBA—rather, they would combine to produce
73 dBA. Under the decibel scale, three sources of equal loudness together produce a sound level
5 dBA louder than one source.
Under controlled conditions in an acoustical laboratory, the trained, healthy human ear is able to
discern 1-dBA changes in sound levels, when exposed to steady, single-frequency (“pure-tone”) signals
in the mid-frequency (1,000 Hz–8,000 Hz) range. In typical noisy environments, changes in noise of
1 to 2 dBA are generally not perceptible. It is widely accepted, however, that people begin to detect
sound level increases of 3 dB in typical noisy environments. Further, a 5 dBA increase is generally
perceived as a distinctly noticeable increase, and a 10 dBA increase is generally perceived as a
doubling of loudness.
1.5 REGULATORY FRAMEWORK
1.5.1 City of Chula Vista Municipal Code
Chapter 19.58, Uses, Section 19.58.060 of the City Municipal Code, defines requirements for operation
of a commercial car wash facility. The following sections of the ordinance would be applicable to the
project operational noise associated with the proposed car wash (City 2010):
19.58.060 Automobile Car Wash Facilities
A. All equipment used for the facility shall be soundproofed so that any noise emanating
therefrom, as measured from any point on adjacent property, shall be no more audible
than the noise emanating from the normal street traffic at a comparable distance.
B. Hours of operation shall be from 7:00 a.m. to 11:00 p.m., unless specifically approved by
the Planning Commission.
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Figure 1
Regional LocationI:\PROJECTS\M\MRI\MRI-01_MollerCarwash\Map\NoiseRpt_CarWash\Fig1_Regional.mxd MRI-01 1/19/2021 - SABSource: Base Map Layers (SanGIS, 2016)K
Conserve 6128 Car Wash
0 8 Miles
2021-10-27 PC Agenda Page 24 of 207
Otay Ranch Village 8 West
Figure 2I:\PROJECTS\M\MRI\MRI-01_MollerCarwash\Map\NoiseRpt_CarWash\Fig2_Village8W.indd MRI-01 1/19/21 - SABSource: WHA, Inc. (2013)
Conserve 6128 Car Wash
Otay Ranch Village 8 West SPA
2-4 February 2020
Exhibit x-x: Name
Exhibit 2.1 - Site Utilization Plan
Town Center (TC)
Medium-High Density Residential (MH)
Medium Density Residential (M)
Low-Medium Density Residential Village (LMV)
Open Space (OS)
Open Space (Preserve - OSP)
Park (P)
Community Purpose Facility (CPF)
School
Boundary of Town Center (Master
Precise Plan Required - See Section 9.3.7)
Legend - Land Use
Calle Escuela
Project Location
2021-10-27 PC Agenda Page 25 of 207
Conserve 6128 Car Wash
I:\PROJECTS\M\MollerRetail_04881\MRI-01_MollerCarwash\Map\NoiseRpt_CarWash\Fig3_Site.indd MRI-01 5/18/2021 - SABSite Plan and Noise Sources
Figure 3
Source: Hunsaker and Associates (2020)2525252525252525STOPONLYAHEADAHEADSIGNALSIGNALONLYSTOPPARCEL G
PARCEL F
PARCEL 'A'
PARCEL H
PARCEL 'C'
LA MEDIA PKWY. SOUTH
GAS PUMP
CANOPY
UNDERGROUND
TANK
P=456.8FF=457.3H-007
H-006
S-001
S-005
S-008
S-010 TRASHEVH-011
EV S-012
C -01 3S -0 1 7
L A M E D IA P K W Y . N O R T H
MAIN ST WEST4,160 SF
4,200 SF
1,420 SF
CONVENIENCESTORECAR WASH
3
4
OF
SHEETPREPARED BY:
HUNSAKER& ASSOCIATES
PROPOSED SITE PLAN
DR20-XXXX
CONSERVE 6128
CONDITIONAL USE PERMIT &
CITY OF CHULA VISTA, CALIFORNIA
DESIGN REVIEW SITE PLAN FOR:
Car Wash Exit
Car Wash
Entrance Rooftop HVAC and
Condensors
Air Compressor
Vacuum Stations
2021-10-27 PC Agenda Page 26 of 207
Conserve 6128 Project Noise Assessment | May 2021
3
C. Vacuuming facilities shall be located to discourage the stacking of vehicles entering the car
wash area and causing traffic congestion adjacent to any areas used for ingress or egress.
Chapter 19.68, Performance Standards and Noise Control, of the City Municipal Code defines noise
level limits and exceptions. The following sections of the ordinance would be applicable to the project
operational noise associated with the proposed car wash (City 1999):
19.68.030 Exterior Noise Limits
A. Maximum Permissible Sound Levels by Receiving Land Use
4. No person shall operate, or cause to be operated, any source of sound at any location
within the City or allow the creation of any noise on property owned, leased,
occupied, or otherwise controlled by such person which causes the noise level to
exceed the environmental and/or nuisance interpretation of the applicable limits
given in Table III [reproduced in this report as Table 1, Exterior Noise Limits].
a. Environmental noise shall be measured by the equivalent sound level (LEQ) for any
hour.
Table 1
EXTERIOR NOISE LIMITS
Receiving Land Use Category
Weekdays from 10 p.m. to 7 a.m.
and Weekends from
10 p.m. to 8 a.m. (dBA)1, 2
Weekdays from 7 a.m. to
10 p.m. and Weekends from
8 a.m. to 10 p.m. (dBA)1, 2
All residential (except multiple dwelling) 45 55
Multiple dwelling residential 50 60
Commercial 60 65
Light industry – I-R and I-L zone 70 70
Heavy industry – I zone 80 80
Source: City Ordinance Section 19.68.030, Table III.
1 Environmental Noise – LEQ in any hour.
2 Nuisance Noise – Not to be exceeded any time.
2.0 ENVIRONMENTAL SETTING
2.1 SURROUNDING LAND USES
Otay Ranch Village 8 West is surrounded by Village 4 to the west, Village 7 to the north, Village 8 East
to the east, and open space to the south. As of this analysis, Village 8 West currently consists of
vacant, undeveloped land, and only partial grading has occurred. Once developed, the project site will
be bounded by Main Street West, La Media Road North, and La Media Road South. According to the
SPA: parcel A (west of the project site) has a land use designation of Park (P); parcels C-A (east of the
project site), F (southwest of the project site), G1 (south of the project site) and H1-A (southeast of the
project site have a land use designation of Town Center (TC); and parcel D-A (northwest of the project
site) has a land use designation of Medium-High Density Residential (MH; City 2020a). See Figure 2.
2021-10-27 PC Agenda Page 27 of 207
Conserve 6128 Project Noise Assessment | May 2021
4
2.2 NOISE-SENSITIVE LAND USES
Noise-sensitive land uses (NSLUs) are land uses that may be subject to stress and/or interference from
excessive noise. Typical NSLUs include residences, schools, hospitals, convalescent homes, senior and
childcare facilities. Because the Otay Ranch Village 8 West has not been developed yet, there are no
existing NSLUs in the project vicinity. The SPA defines the TC designation as mixed-use development
with a mix of retail sales and services with high-density attached homes. The SPA MH designation
allows higher density residential uses up to 3 stories. Future surrounding development could contain
NSLUs in the TC and MH land uses (City 2020b).
3.0 ANALYSIS, METHODOLOGY, AND ASSUMPTIONS
3.1 METHODOLOGY
3.1.1 Noise Modeling Software
Modeling of the exterior noise environment for this report was accomplished using the Computer
Aided Noise Abatement (CadnaA) model version 2021. CadnaA is a program developed by DataKustik
for predicting noise impacts in a wide variety of conditions. It allows for the input of project-related
information, such as noise source data, barriers, structures, and topography to create a detailed
model, and uses the methodology from the U.S. Department of Transportation Federal Highway
Administration (FHWA) Traffic Noise Model TNM version 2.5 (FHWA 2004). The noise models used in
this analysis were developed from Computer Aided Design (CAD) plans provided by the project
architect. Input variables included car wash mechanical equipment reference noise levels, road
alignment, elevation, lane configuration, area topography, projected traffic volumes, estimated truck
composition percentages, and vehicle speeds.
3.1.2 Receiver Locations
To estimate future noise from the project car wash and future noise from traffic on surrounding
roadways, receivers were placed in the model at a height of 5 feet (1.52 meters) along the borders of
the future development parcels surrounding the project site. The modeled receiver locations are
shown in Figure 4, Modeled Receivers.
3.1.3 Off-Site Traffic Noise Modeling
To determine compliance with the City car wash facility noise ordinance, traffic noise was analyzed for
the noisiest hour of the day (p.m. peak hour) and the quietest hour permitted for car wash operation
in the City Municipal Code (10:00 p.m. to 11:00 p.m.; 10:00 p.m. hour). Because the SPA area has not
yet been developed, measurements of typical street noise in the project vicinity are not available or
possible. Future traffic noise levels were modeled using estimated peak hour traffic data for the
2030 mitigated scenario (which assumes buildout of Village 8 West with mitigated street network)
from the Otay Ranch Village 8 West Traffic Impact Analysis (TIA; RBF 2013). To determine future traffic
levels during the 10:00 p.m. hour, typical hourly traffic distribution for U.S. metropolitan roadways
was used from a report by Wyle Laboratories, “Development of Ground Transportation Systems Noise
Contours for the San Diego Region” (December 1973). Similar traffic distribution patterns were noted
in a study prepared by Ogden International, “Road Travel Survey” (1986). The typical afternoon (p.m.)
2021-10-27 PC Agenda Page 28 of 207
Conserve 6128 Car Wash
I:\PROJECTS\M\MRI\MRI-01_MollerCarwash\Map\NoiseRpt_CarWash\Fig4_Receiver.indd MRI-01 1/19/2021 - SABModeled Receivers
Figure 4
Source: Hunsaker and Associates (2020)2525252525252525STOPONLYAHEADAHEADSIGNALSIGNALONLYSTOPPARCEL G
PARCEL F
PARCEL 'A'
PARCEL H
PARCEL 'C'
LA MEDIA PKWY. SOUTH
GAS PUMP
CANOPY
UNDERGROUND
TANK
P=456.8FF=457.3H-007
H-006
S-001
S-005
S-008
S-010 TRASHEVH-011
EV S-012
C -01 3S -0 1 7
L A M E DI A P K W Y . NO RT H
MAIN ST WEST4,160 SF
4,200 SF
1,420 SF
CONVENIENCESTORECAR WASH
3
4
OF
SHEETPREPARED BY:
HUNSAKER& ASSOCIATES
PROPOSED SITE PLAN
DR20-XXXX
CONSERVE 6128
CONDITIONAL USE PERMIT &
CITY OF CHULA VISTA, CALIFORNIA
DESIGN REVIEW SITE PLAN FOR:
H1H2
H2
G4
G3
G2
G1
C1
C2
C3
C4C5C6C7
C8
C9
C10
D1D2
D3D4
A10 A9 A8 A7 A6 A5 A4 A3 A2 A1
F1
F2 F3
XX Noise Receiver
2021-10-27 PC Agenda Page 29 of 207
Conserve 6128 Project Noise Assessment | May 2021
5
peak traffic hour is from 4:00 to 5:00 p.m. which contains approximately 8.6 percent of the total daily
traffic. Typical traffic levels during the 10:00 to 11:00 p.m. hour are 1.6 percent of the total daily
traffic. Therefore, for typical traffic distribution, the 10:00 p.m. hour has 18.6 percent of the p.m. peak
hour traffic.1 Table 2, Otay Ranch Village 8 West Traffic Volume shows the p.m. peak hour traffic
volumes on surrounding streets from the Otay Ranch Village 8 West TIA and the estimated 10:00 p.m.
hour traffic. According to the Otay Ranch Village 8 West TIA, the speed limit in on Main Street and La
Media Road around the project site will be set at 25 to 35 miles per hour (mph). Because typical traffic
on city streets produces lower average noise levels at 25 mph than at 35 mph, all traffic was modeled
at 25 mph to provide a more conservative standard for compliance. A typical residential suburban
roadway vehicle mix of 96 percent cars and light trucks, 2 percent medium trucks, and 1 percent
heavy trucks was assumed in the modeling for all roadway segments. The traffic noise modeling input
parameters are included in Appendix A to this report.
Table 2
OTAY RANCH VILLAGE 8 WEST TRAFFIC VOLUME
Road Segment p.m. Peak Hour
Traffic
10 p.m. to 11 p.m.
Traffic
Main Street West East 1256 234
Main Street West Central 2016 375
Main Street West West 1837 342
Main Street East East 2001 372
Main Street East Central 1501 279
Main Street East West 1187 221
La Media Road North South 1238 230
La Media Road North Central 1511 281
La Media Road North North 1080 201
La Media Road South South 1875 349
La Media Road South Central 1394 259
La Media Road South North 948 176
Source: RBF 2013.
3.1.4 Car Wash Modeling
Wash Volume
The proposed car wash is anticipated to have typical cycle time of 5 minutes per car and a maximum
capacity of 12 cars per hour. The project proponent anticipates the car wash operating at maximum
capacity during the afternoon peak traffic hour and car wash volume dropping off to 2 to 3 cars per
hour after 8:00 p.m. This analysis assumes 12 cars washed during the 4:00 p.m. peak traffic hour and
3 cars washed during the 10:00 p.m. hour.
Building Orientation
The car wash was modeled as a 15-feet high rectangular building with the perimeter and orientation
matching the site plan (see Figure 3). Noise emanating from the car wash entrance and exit was
1 1.6 / 8.6 * 100 = 18.6 percent
2021-10-27 PC Agenda Page 30 of 207
Conserve 6128 Project Noise Assessment | May 2021
6
modeled as vertical area sources 13 feet wide by 10 feet high corresponding to typical car wash tunnel
vehicle entrance and exit dimensions.
Blower
Noise generated by the car wash is assumed to be from several internal sources. The loudest single
source, and the primary noise source of concern, is the air-blast drying system (blower) just inside the
car wash exit. Typical blower units generate noise levels of 85 to 92 dBA measured 10 feet from the
car wash exit and levels of 80 to 85 dBA measured 10 feet from the carwash entrance. The project
proposes to install a Ryko SoftGloss MAXX car wash system. Typical noise data for similar installed
systems (with blower) was provided by the manufacturer. The system would produce approximately
87.2 dBA at 10 feet from the car wash exit, and 80.8 dBA at 10 feet from the car wash entrance. The
modeled blower system manufacturer’s noise data sheet is included in Appendix B to this report.
The 1/3 octave band frequency spectrum for a typical air movement blower, corrected to result in the
specified SPL at 10 feet was, used for the vertical area noise source. The model blower noise spectrum
inputs are included in Appendix A to this report.
To calculate the 1-hour LEQ for the car wash blowers, a duration of 99 seconds per wash cycle was
assumed resulting in approximately 19.8 minutes of blower operation during the p.m. peak hour and
5 minutes of blower operation during the 10:00 p.m. hour.
Vacuum Systems
Although vacuum systems for interior cleaning by customers are not shown on the site plan, this
analysis assumes that vacuum systems would be installed at the five parking spaces near the car wash,
as shown in the site plan (see Figure 3). The project proposes to install individual J.E. Adams Super VAC
model 9250 system at each vacuum station. Noise data provided by the manufacturer shows a rated
SPL ranging from 98.4 to 101.3 dBA, depending on the restriction to the vacuum nozzle. The
manufacturer’s noise data sheets are included in Appendix B to this report. This analysis assumes the
maximum vacuum noise level, 101.3 dBA SPL, with the nozzle fully blocked. Twenty-five percent of
cars using the car wash were assumed to use one of the vacuum stations for approximately
10 minutes per vehicle, resulting in three vacuum station operating concurrently for 10 minutes each
during the p.m. peak hour and one vacuum station operating for 10 minutes during the 10:00 p.m.
hour.
3.1.5 Convenience Store and Gas Station Modeling
Operational non-transportation noise sources for the proposed convenience store and gas station
would include heating, ventilation, and air conditioning (HVAC) systems, refrigeration condensers for
the convenience store, and an air compressor for customer tire inflation.
Building Orientation and Geometry
The car wash was modeled as a 15-feet high building with the perimeter and orientation matching the
site plan (see Figure 3). Flat roofed commercial buildings typically include a parapet wall around the
roof perimeter to shield rooftop mounted building mechanical systems (e.g., HVAC systems,
refrigeration condensers) visually and acoustically, and to provide safety for maintenance personnel
working on the building mechanical systems. The height of a parapet wall can vary depending on the
2021-10-27 PC Agenda Page 31 of 207
Conserve 6128 Project Noise Assessment | May 2021
7
slope of the roof for drainage and the physical size of the mechanical systems. Typical commercial
building parapets range from 3.5 feet to 6 feet high. The proposed building design, and the noise
modeling, include a 4-feet 1-inch high parapet wall.
Heating, Ventilation, and Air Conditioning Units
Specific HVAC planning information for the project, including unit types and locations, was not
available at the time of the analysis. The project applicant provided specifications for HVAC systems
used for past similar projects—a Carrier 48LC packaged unit (electric/natural gas) rated at 7.5 tons of
cooling/heating capacity. Standard HVAC planning assumes one ton of HVAC capacity for every
350 square feet of conditioned space (American Society of Heating, Refrigeration, and Air Conditioning
Engineers [ASHRAE] 2012). Based on the 4,200 square-foot building size, two 7.5-ton units would be
required for the project. Each Carrier HVAC unit has a rated noise level of 83.2 dBA S WL. The HVAC
systems were assumed to operate continuously during the hottest part of the day and operate at a
50 percent duty cycle at night (10 p.m. to 7 a.m.). The manufacturer’s data sheets are included in
Appendix B.
Commercial Refrigeration
Specific information was not available about the planned refrigeration systems for the convenience
store cold food storage was not available at the time of the analysis. Typical commercial refrigeration
systems include compressor systems mounted inside the building, and condenser systems installed
outside of the building. This analysis assumes the use of two Hussman Proto-Air 3280 units mounted
on the rooftop. The units would use 0.5-horsepower (HP), 1150 revolutions per minute (RPM) motors
and variable speed drives (fan speed controllers). For daytime operation, the fan was assumed to
operate ate 1150 RPM, producing an overall sound level of 87.6 dBA SWL. For nighttime operations, the
fan was assumed to operate at 850 RPM, producing an overall sound level of 79.3 dBA S WL. The
manufacturer’s data sheets are included in Appendix B.
Air Compressor
Gasoline stations are required by California law to provide air compressors and water for vehicles. The
air is typically provided by a small compressor near the gas pumps. These small air pump units may
produce noise ranging from a 65 dBA to 85 dBA measured at 5 feet from the unit. Air compressors are
assumed to be used once per hour, with a two-minute cycle time. This analysis conservatively assumes
one air compressor generating 85 dBA at 5 feet.
4.0 RESULTS
4.1 CAR WASH NOISE
The results of the traffic noise and car wash modeling for each receiver, assuming the proposed
Ryko system, as described in Section 3.1, is shown in Table 3, Modeled Car Wash Noise Levels. Bold
text indicates where the noise level would exceed the limit in the City noise ordinance.
2021-10-27 PC Agenda Page 32 of 207
Conserve 6128 Project Noise Assessment | May 2021
8
Table 3
MODELED CAR WASH NOISE LEVELS
Receiver
Traffic
p.m. Peak Hour
(dBA LEQ)
Car Wash
p.m. Peak Hour
(dBA LEQ)
Difference
(dBA)
Traffic
10 p.m. Hour
(dBA LEQ)
Car Wash
10 p.m. Hour
(dBA LEQ)
Difference
(dBA)
A1 61.8 48.5 -13.3 54.5 42.7 -11.8
A2 59.8 51.9 -7.9 52.4 46.1 -6.3
A3 58.8 56.5 -2.3 51.3 50.9 -0.4
A4 58.7 55.8 -2.9 51.1 50.6 -0.5
A5 58.7 56.9 -1.8 51.1 51.8 0.7
A6 59.0 55.9 -3.1 51.3 50.7 -0.6
A7 58.9 54.6 -4.3 51.2 49.4 -1.8
A8 59.5 53.6 -5.9 51.6 48.3 -3.3
A9 59.6 52.0 -7.6 51.6 46.7 -4.9
A10 59.7 49.5 -10.2 51.5 44.2 -7.3
C1 63.5 50.8 -12.7 54.4 45.0 -9.4
C2 62.7 54.0 -8.7 52.7 48.2 -4.5
C3 62.2 56.3 -5.9 51.8 50.8 -1.0
C4 62.6 58.8 -3.8 52.2 53.2 1.0
C5 63.0 60.9 -2.1 52.5 54.8 2.3
C6 62.9 62.3 -0.6 52.4 56.2 3.8
C7 63.3 63.2 -0.1 52.8 57.2 4.4
C8 63.4 53.7 -9.7 53.0 47.6 -5.4
C9 63.3 57.1 -6.2 52.8 51.1 -1.7
C10 63.4 56.0 -7.4 53.0 50.0 -3.0
D1 63.0 54.6 -8.4 52.6 48.1 -4.5
D2 63.0 53.6 -9.4 52.7 48.9 -3.8
D3 62.2 51.9 -10.3 52.0 47.2 -4.8
D4 61.6 49.9 -11.7 51.5 45.2 -6.3
F1 64.1 42.7 -21.4 56.8 36.7 -20.1
F2 64.7 43.9 -20.8 57.4 38.0 -19.4
F3 62.1 42.3 -19.8 54.8 36.4 -18.4
G1 65.0 40.5 -24.5 57.7 34.8 -22.9
G2 64.2 33.1 -31.1 56.8 27.2 -29.6
G3 64.2 43.7 -20.5 56.8 37.7 -19.1
G4 65.5 46.7 -18.8 58.0 40.9 -17.1
H1 62.0 44.7 -17.3 54.6 38.9 -15.7
H2 63.5 46.1 -17.4 56.0 40.3 -15.7
H3 62.8 45.8 -17.0 55.4 40.0 -15.4
Sources: CadnaA version 2021. Bold text indicates where the noise level would exceed the limit in the City noise ordinance.
As shown in Table 3, the car wash noise level would exceed the predicted traffic noise level by a
maximum of 4.4 dBA at receiver C7 during the 10:00 p.m. hour. This would not comply with the City
Municipal Code Section 19.58.060, Automobile Car Wash Facilities. In addition, the maximum car wash
LEQ would be 63.2 dBA during the p.m. peak hour and 57.2 during the 10:00 p.m. hour. These levels
would exceed the City Municipal Code Section 19.68.030 exterior noise limits of 60 dBA during the day
and evening and 50 dBA at night for a multiple dwelling residential receiving land use.
2021-10-27 PC Agenda Page 33 of 207
Conserve 6128 Project Noise Assessment | May 2021
9
Noise reduction measure NOI-1 is recommended to be applied for code compliance and would require
a reduced noise car wash blower system that would produce no more than 79.9 dBA measured 10 feet
from the car wash exit and no more than 73.4 dBA measured 10 feet from the car wash entrance. To
reduce car wash blower noise, some equipment manufacturers use silencers on the blower air intake
and blast nozzles. As an example, Proto-Vest produces a range of car wash blower system designs with
silencers. A Proto-Vest Windshear 30 hp system with a sound rating of 76.9 dBA from the blower
assembly would meet the requirement of noise reduction measure NOI-1. This does not constitute a
requirement or recommendation that this particular model or manufacturer be specified. The model
was selected to demonstrate that systems are available with adequate noise reduction; any
manufacturer’s system with equivalent or lower noise specifications would be acceptable. The
example blower system manufacturer’s noise data sheets are included in Appendix B to this report.
The results of the traffic noise and car wash modeling for each receiver with implementation of
measure NOI-1, is shown in Table 4, Modeled Car Wash Noise Levels With Noise Reduction Measure.
Table 4
MODELED CAR WASH NOISE LEVELS WITH NOISE REDUCTION MEASURE
Receiver
Traffic p.m.
Peak Hour
(dBA LEQ)
Car Wash p.m.
Peak Hour
(dBA LEQ)
Difference
(dBA)
Traffic
10 p.m. Hour
(dBA LEQ)
Car Wash
10 p.m. Hour
(dBA LEQ)
Difference
(dBA)
A1 61.8 44.0 -17.8 54.5 38.6 -15.9
A2 59.8 47.7 -12.1 52.4 42.3 -10.1
A3 58.8 53.1 -5.7 51.3 47.9 -3.4
A4 58.7 54.8 -3.9 51.1 49.7 -1.4
A5 58.7 55.5 -3.2 51.1 50.7 -0.4
A6 59.0 54.1 -4.9 51.3 49.3 -2.0
A7 58.9 52.6 -6.3 51.2 47.8 -3.4
A8 59.5 51.4 -8.1 51.6 46.6 -5.0
A9 59.6 49.8 -9.8 51.6 44.9 -6.7
A10 59.7 47.2 -12.5 51.5 42.3 -9.2
C1 63.5 46.2 -17.3 54.4 40.8 -13.6
C2 62.7 49.3 -13.4 52.7 44.0 -8.7
C3 62.2 51.0 -11.2 51.8 46.4 -5.4
C4 62.6 53.1 -9.5 52.2 48.6 -3.6
C5 63.0 54.5 -8.5 52.5 48.3 -4.2
C6 62.9 55.2 -7.7 52.4 49.0 -3.4
C7 63.3 55.9 -7.4 52.8 49.9 -2.9
C8 63.4 46.5 -16.9 53.0 40.5 -12.5
C9 63.3 49.9 -13.4 52.8 43.9 -8.9
C10 63.4 48.8 -14.6 53.0 42.9 -10.1
2021-10-27 PC Agenda Page 34 of 207
Conserve 6128 Project Noise Assessment | May 2021
10
Table 4 (cont.)
MODELED CAR WASH NOISE LEVELS WITH NOISE REDUCTION MEASURE
Receiver
Traffic p.m.
Peak Hour
(dBA LEQ)
Car Wash p.m.
Peak Hour
(dBA LEQ)
Difference
(dBA)
Traffic
10 p.m. Hour
(dBA LEQ)
Car Wash
10 p.m. Hour
(dBA LEQ)
Difference
(dBA)
D1 63.0 49.5 -13.5 52.6 41.8 -10.8
D2 63.0 50.0 -13.0 52.7 46.5 -6.2
D3 62.2 48.5 -13.7 52.0 45.0 -7.0
D4 61.6 46.6 -15.0 51.5 43.1 -8.4
F1 64.1 36.9 -27.2 56.8 31.2 -25.6
F2 64.7 38.2 -26.5 57.4 32.6 -24.8
F3 62.1 36.5 -25.6 54.8 30.9 -23.9
G1 65.0 36.9 -28.1 57.7 31.7 -26.0
G2 64.2 27.1 -37.1 56.8 21.4 -35.4
G3 64.2 36.8 -27.4 56.8 30.8 -26.0
G4 65.5 41.8 -23.7 58.0 36.4 -21.6
H1 62.0 39.7 -22.3 54.6 34.3 -20.3
H2 63.5 41.0 -22.5 56.0 35.6 -20.4
H3 62.8 40.7 -22.1 55.4 35.2 -20.2
Sources: CadnaA version 2021.
As shown in Table 4, with implementation of noise reduction measure NOI-1, the highest calculated
1-hour LEQ for receivers with residential uses (parcels C-A and D-A, receivers C1 – C10 and D1 – D4) car
wash noise would be 55.2 dBA during the p.m. peak hour and 49.9 dBA during the 10:00 p.m. hour at
receiver C7. The car highest calculated car wash noise for parcel A (receivers A1 through A10) would
be 50.7 dBA LEQ at receiver A5. However, parcel A has a land use designation of park and the 50 dBA
multiple dwelling residential nighttime limit would not apply. The car wash noise levels at all locations
and hours would less than the traffic noise levels. Therefore, with incorporation of the measure, noise
levels from operation of the proposed car wash would be in compliance with the City car wash
facilities ordinance and would not exceed the City noise ordinance exterior noise limit of 60 dBA L EQ
during the day and evening and 50 dBA LEQ at night for multiple dwelling residential uses.
Recommended Noise Reduction Measure
NOI-1 To comply with the City Municipal Code Sections 19.58.060, Automobile Car Wash Facilities
and 19.68.030, Exterior Noise Limits, the applicant shall specify on the project plans and/or car
wash specifications the use of a car wash blower system that, once installed, does not exceed
79.9 dBA measured 10 feet from the car wash building exit and does not exceed 73.4 dBA
measured 10 feet from the car wash building entrance. Prior to occupancy, a City-approved
qualified acoustic consultant shall verify the car wash system noise levels through a review of
manufacturers’ data and/or measurement of the project car wash noise levels after
installation.
4.2 COMBINED CONVENIENCE STORE, GAS STATION, AND CAR
WASH NOISE
To evaluate the combined non-transportation noise from the project, the total combined noise from
the convenience store, gas station, and car wash (assuming implementation of noise reduction
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Conserve 6128 Project Noise Assessment | May 2021
11
measure NOI-1) was modeled for the daytime and nighttime scenarios, as discussed in Section 3.1,
above. In addition, noise from the convenience store and gas station was modeled without the car
wash to calculate nighttime noise levels after operation of the car wash ceases. The results of the
convenience store, gas station and car wash combined daytime modeling for each receiver is shown in
Table 5, Modeled Combined Non-Transportation Daytime Noise Levels. Parcel A (receivers A1 – A10)
has a land use designation of Park. The Municipal Code Section 19.68.030, Exterior Noise Limits, does
not specify any exterior noise level limits for a Park land use. For this analysis, the 60 dBA L EQ daytime
limit for a land use of Multiple Dwelling Residential was assumed to apply to Parcel A. Because typical
city parks do not have noise sensitive nighttime uses, no exterior nighttime noise limits from the
Municipal Code would apply to Parcel A.
Table 5
MODELED COMBINED NON-TRANSPORTATION DAYTIME NOISE LEVELS
Receiver Relevant Noise Ordinance
Land Use1
Noise Ordinance Limit
(dBA LEQ)1
Combined
Non-Transportation Noise
(dBA LEQ)
Exceed
Ordinance
Limit?
A1 Park 60 46.0 No
A2 Park 60 49.0 No
A3 Park 60 53.5 No
A4 Park 60 54.9 No
A5 Park 60 55.6 No
A6 Park 60 54.1 No
A7 Park 60 52.6 No
A8 Park 60 51.5 No
A9 Park 60 49.9 No
A10 Park 60 47.4 No
C1 Multiple Dwelling Residential 60 47.2 No
C2 Multiple Dwelling Residential 60 49.9 No
C3 Multiple Dwelling Residential 60 51.4 No
C4 Multiple Dwelling Residential 60 53.3 No
C5 Multiple Dwelling Residential 60 54.6 No
C6 Multiple Dwelling Residential 60 55.3 No
C7 Multiple Dwelling Residential 60 56.0 No
C8 Multiple Dwelling Residential 60 46.8 No
C9 Multiple Dwelling Residential 60 50.0 No
C10 Multiple Dwelling Residential 60 48.9 No
D1 Multiple Dwelling Residential 60 49.6 No
D2 Multiple Dwelling Residential 60 50.0 No
D3 Multiple Dwelling Residential 60 48.6 No
D4 Multiple Dwelling Residential 60 46.8 No
F1 Multiple Dwelling Residential 60 40.2 No
F2 Multiple Dwelling Residential 60 41.9 No
F3 Multiple Dwelling Residential 60 40.9 No
G1 Multiple Dwelling Residential 60 43.6 No
G2 Multiple Dwelling Residential 60 43.7 No
G3 Multiple Dwelling Residential 60 43.8 No
G4 Multiple Dwelling Residential 60 44.5 No
2021-10-27 PC Agenda Page 36 of 207
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12
Table 5 (cont.)
MODELED COMBINED NON-TRANSPORTATION DAYTIME NOISE LEVELS
Receiver Relevant Noise Ordinance
Land Use1
Noise Ordinance Limit
(dBA LEQ)1
Combined
Non-Transportation Noise
(dBA LEQ)
Exceed
Ordinance
Limit?
H1 Multiple Dwelling Residential 60 41.6 No
H2 Multiple Dwelling Residential 60 42.8 No
H3 Multiple Dwelling Residential 60 42.3 No
Sources: CadnaA version 2021.
1 Per City of Chula Vista Municipal Code Section 19.68.030 Exterior Noise Limits.
The results of the convenience store, gas station and car wash combined nighttime modeling for each
receiver is shown in Table 6, Modeled Combined Non-Transportation Nighttime Noise Levels.
Table 6
MODELED COMBINED NON-TRANSPORTATION NIGHTTIME NOISE LEVELS
Receiver Relevant Ordinance
Land Use1
Ordinance Limit
(dBA LEQ)1
Combined
Non-Transportation
(dBA LEQ)
Store and Gas
Station Only
(dBA LEQ)
Exceed
Ordinance
Limit?
A1 Park N/A 41.6 38.6 No
A2 Park N/A 44.8 41.2 No
A3 Park N/A 48.8 41.6 No
A4 Park N/A 50.1 38.4 No
A5 Park N/A 50.7 32.9 No
A6 Park N/A 49.4 30.8 No
A7 Park N/A 47.8 30.1 No
A8 Park N/A 46.7 31.3 No
A9 Park N/A 45.1 30.3 No
A10 Park N/A 42.5 28.9 No
C1 Multiple Dwelling Residential 50 42.1 36.3 No
C2 Multiple Dwelling Residential 50 44.8 37.1 No
C3 Multiple Dwelling Residential 50 46.8 36.7 No
C4 Multiple Dwelling Residential 50 48.8 36.0 No
C5 Multiple Dwelling Residential 50 48.5 35.3 No
C6 Multiple Dwelling Residential 50 49.1 33.9 No
C7 Multiple Dwelling Residential 50 50.0 33.0 No
C8 Multiple Dwelling Residential 50 41.1 31.9 No
C9 Multiple Dwelling Residential 50 44.1 29.5 No
C10 Multiple Dwelling Residential 50 43.0 26.4 No
D1 Multiple Dwelling Residential 50 41.9 26.0 No
D2 Multiple Dwelling Residential 50 46.6 26.8 No
D3 Multiple Dwelling Residential 50 45.1 29.4 No
D4 Multiple Dwelling Residential 50 43.3 28.9 No
F1 Multiple Dwelling Residential 50 34.9 32.4 No
F2 Multiple Dwelling Residential 50 36.6 34.4 No
F3 Multiple Dwelling Residential 50 35.4 33.5 No
2021-10-27 PC Agenda Page 37 of 207
Conserve 6128 Project Noise Assessment | May 2021
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Table 6 (cont.)
MODELED COMBINED NON-TRANSPORTATION NIGHTTIME NOISE LEVELS
Receiver Relevant Ordinance
Land Use1
Ordinance Limit
(dBA LEQ)1
Combined
Non-Transportation
(dBA LEQ)
Store and Gas
Station Only
(dBA LEQ)
Exceed
Ordinance
Limit?
G1 Multiple Dwelling Residential 50 38.1 36.9 No
G2 Multiple Dwelling Residential 50 36.9 36.8 No
G3 Multiple Dwelling Residential 50 37.8 36.8 No
G4 Multiple Dwelling Residential 50 39.1 35.6 No
H1 Multiple Dwelling Residential 50 36.2 31.6 No
H2 Multiple Dwelling Residential 50 37.4 32.7 No
H3 Multiple Dwelling Residential 50 36.9 31.9 No
Sources: CadnaA version 2021.
N/A = not applicable.
1 Per City of Chula Vista Municipal Code Section 19.68.030 Exterior Noise Limits.
As shown in Table 5 and Table 6, with implementation of noise reduction measure NOI-1, the
combined non-transportation noise levels (including from the car wash blower system, vacuums,
building heating, ventilation, and air conditioning (HVAC) systems, commercial refrigeration
condensers, and gas station air compressors) from operation of the project would not exceed the City
Ordinance Section 19.68.030 daytime or nighttime exterior noise limits at any modeled receiver
location.
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Conserve 6128 Project Noise Assessment | May 2021
14
5.0 LIST OF PREPARERS
Martin Rolph, Noise Analyst
Charles Terry, Principal Acoustician
Joanne M. Dramko, AICP, Senior Technical Specialist, QA/QC
HELIX Environmental Planning, Inc.
7578 El Cajon Boulevard
La Mesa, CA 91942
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15
6.0 REFERENCES
American Society of Heating, Refrigeration, and Air Conditioning Engineers (ASHRAE). 2012. ASHRAE
Handbook.
City of Chula Vista (City). 2020a. Tentative Map Otay Ranch, Village 8 West. Available at:
https://www.chulavistaca.gov/home/showpublisheddocument?id=20601 .
2020b. Sectional Planning Area Plan Village 8 West. Available at:
https://www.chulavistaca.gov/home/showdocument?id=10234.
2010. Municipal Code Section 19.58.060, Automobile Car Wash Facilities. Available at:
https://chulavista.municipal.codes/CVMC/19.58.060.
1999. Municipal Code Section 19.68.030, Exterior Noise Limits. Available at:
https://chulavista.municipal.codes/CVMC/19.68.030.
Ogden International. 1986. Road Travel Survey.
RBF. 2013. Otay Ranch Village 8 West Traffic Impact Analysis. Available at:
https://www.chulavistaca.gov/home/showpublisheddocument?id=11834 .
U.S. Department of Transportation Federal Highway Administration (FHWA). 2004. Traffic Noise
Model (TNM) Version 2.5. Available at:
https://www.fhwa.dot.gov/environment/noise/traffic_noise_model/tnm_v25/.
Wyle Laboratories. 1973. Development of Ground Transportation Systems Noise Contours for the San
Diego Region.
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Appendix A
Noise Modeling Input and Output
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2021-10-27 PC Agenda Page 43 of 207
CadnaA 2021
PM Peak Hour Car Wash Spectrum Input Table
Name ID Type 1/3 Oktave Spectrum (dB)
Weight. 25 31.5 40 50 63 80 100 125 160 200 250 315 400 500 630 800 1000 1250 1600 2000 2500 3150 4000 5000 6300 8000 10000 A lin
Car Wash Exit CWEx Li 51.8 95.8 95.8 90.8 87.8 93.8 81.8 77.8 65.8 95.1 100.8
Car Wash Entr CWEn Li 45.4 89.4 89.4 84.4 81.4 87.4 75.4 71.4 59.4 88.7 94.4
Vacuum Units VU Li 6.3 9.4 17.8 27.5 39 37 46.6 56.3 62.4 66.6 66 79.7 80.9 76.7 83.4 84.9 86.8 89.2 91.9 93 91.6 91.6 91.4 90.8 90.1 88 84.7 101.8 101.2
2021-10-27 PC Agenda Page 44 of 207
CadnaA 2021
PM Peak Hour Car Wash Point Source Input Table
Name M. ID Result. PWL Lw / Li Correction Operating Time K0 Freq. Direct. Height Coordinates
Day Evening Night Type Value norm. Day Evening Night Day Special Night X Y Z
(dBA) (dBA) (dBA) dB(A) dB(A) dB(A) dB(A) (min) (min) (min) (dB) (Hz) (m) (m) (m) (m)
Car Wash Vacuum + CWV1 101.8 101.8 101.8 Lw VU 0 0 0 10 0 0 0 (none) 1.3 r 501869.87 3607602.25 132.2
Car Wash Vacuum + CWV2 101.8 101.8 101.8 Lw VU 0 0 0 0 0 0 0 (none) 1.3 r 501871.96 3607604.15 132.29
Car Wash Vacuum + CWV3 101.8 101.8 101.8 Lw VU 0 0 0 10 0 0 0 (none) 1.3 r 501872.57 3607607.25 132.11
Car Wash Vacuum + CWV4 101.8 101.8 101.8 Lw VU 0 0 0 0 0 0 0 (none) 1.3 r 501874.47 3607609.15 132.15
Car Wash Vacuum + CWV5 101.8 101.8 101.8 Lw VU 0 0 0 10 0 0 0 (none) 1.3 r 501876.48 3607611.14 132.19
2021-10-27 PC Agenda Page 45 of 207
CadnaA 2021
Car Wash Area Source Geometry
Car Wash Entrance Car Wash Exit
2021-10-27 PC Agenda Page 46 of 207
CadnaA 2021
PM Peak Hour Car Wash Area Source Input Table
Name M. ID Result. PWL Result. PWL'' Lw / Li Operating Time K0 Freq. Direct.
Day Evening Night Day Evening Night Type Value Day Special Night
(dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (min) (min) (min) (dB) (Hz)
Car Wash Entrance + CWEn 99.4 99.4 99.4 88.7 88.7 88.7 Lw" CWEn 19.8 0 0 3 (none)
Car Wash Exit + CWEx 105.8 105.8 105.8 95.1 95.1 95.1 Lw" CWEx 19.8 0 0 3 (none)
2021-10-27 PC Agenda Page 47 of 207
CadnaA 2021
PM Peak Hour Car Wash Receiver Table
Name M. ID Level Lr Limit. Value Land Use Height Coordinates
Day Night Day Night Type Auto Noise Type X Y Z
(dBA) (dBA) (dBA) (dBA) (m) (m) (m) (m)
Parcel A R1 A1 48.5 -80.2 0 0 x Total 1.52 r 501864.6 3607516.4 132.78
Parcel A R2 A2 51.9 -80.2 0 0 x Total 1.52 r 501858.24 3607534.93 133.46
Parcel A R3 A3 56.5 -80.2 0 0 x Total 1.52 r 501850.5 3607557.32 133.26
Parcel A R4 A4 55.8 -80.2 0 0 x Total 1.52 r 501843.17 3607578.33 131.77
Parcel A R5 A5 56.9 -80.2 0 0 x Total 1.52 r 501835.29 3607601.56 128.97
Parcel A R6 A6 55.9 -80.2 0 0 x Total 1.52 r 501830.04 3607617.04 127.16
Parcel A R7 A7 54.6 -80.2 0 0 x Total 1.52 r 501825.75 3607628.79 126.68
Parcel A R8 A8 53.6 -80.2 0 0 x Total 1.52 r 501822.85 3607637.64 127.66
Parcel A R9 A9 52 -80.2 0 0 x Total 1.52 r 501818.29 3607650.36 129.31
Parcel A R10 A10 49.5 -80.2 0 0 x Total 1.52 r 501810.06 3607671.76 132.26
Parcel A R11 A11 47.5 -80.2 0 0 x Total 1.52 r 501800.11 3607688.98 134.78
Parcel C R1 C1 50.8 -80.2 0 0 x Total 1.52 r 501965.8 3607550.99 142
Parcel C R2 C2 54 -80.2 0 0 x Total 1.52 r 501952.85 3607571.4 141.05
Parcel C R3 C3 56.3 -80.2 0 0 x Total 1.52 r 501941.22 3607589.18 139.22
Parcel C R4 C4 58.8 -80.2 0 0 x Total 1.52 r 501930.91 3607603 137.43
Parcel C R5 C5 60.9 -80.2 0 0 x Total 1.52 r 501921.91 3607613.32 135.94
Parcel C R6 C6 62.3 -80.2 0 0 x Total 1.52 r 501915.11 3607621.22 134.77
Parcel C R7 C7 63.2 -80.2 0 0 x Total 1.52 r 501907.43 3607628.79 133.54
Parcel C R8 C8 53.7 -80.2 0 0 x Total 1.52 r 501898.66 3607637.48 132.07
Parcel C R9 C9 57.1 -80.2 0 0 x Total 1.52 r 501891.55 3607644.88 130.72
Parcel C R10 C10 56 -80.2 0 0 x Total 1.52 r 501883.04 3607652.36 129.54
Parcel D R1 D1 54.6 -80.2 0 0 x Total 1.52 r 501874.82 3607660.98 129.54
Parcel D R2 D2 53.6 -80.2 0 0 x Total 1.52 r 501867.54 3607667.86 129.54
Parcel D R3 D3 51.9 -80.2 0 0 x Total 1.52 r 501861.02 3607676.65 129.54
Parcel D R4 D4 49.9 -80.2 0 0 x Total 1.52 r 501852.59 3607689.09 129.81
Parcel D R5 D5 47.7 -80.2 0 0 x Total 1.52 r 501841.12 3607705.13 131.56
Parcel F R1 F1 42.7 -80.2 0 0 x Total 1.52 r 501856.56 3607486.36 129.44
Parcel F R2 F2 43.9 -80.2 0 0 x Total 1.52 r 501872.76 3607492.11 131.07
Parcel F R3 F3 42.3 -80.2 0 0 x Total 1.52 r 501877.47 3607481.66 130.47
Parcel G R1 G1 40.5 -80.2 0 0 x Total 1.52 r 501897.32 3607499.95 133.2
Parcel G R2 G2 33.1 -80.2 0 0 x Total 1.52 r 501913.87 3607506.05 134.81
Parcel G R3 G3 43.7 -80.2 0 0 x Total 1.52 r 501937.03 3607514.06 137.06
Parcel G R3 G4 46.7 -80.2 0 0 x Total 1.52 r 501954.1 3607519.81 138.81
Parcel H R1 H1 44.7 -80.2 0 0 x Total 1.52 r 501983.19 3607513.36 140.65
Parcel H R2 H2 46.1 -80.2 0 0 x Total 1.52 r 501979.36 3607526.95 141.7
Parcel H R3 H3 45.8 -80.2 0 0 x Total 1.52 r 501990.68 3607532 143.19
2021-10-27 PC Agenda Page 48 of 207
CadnaA 2021
10 PM Hour Car Wash Point Source Input Table
Name M. ID Result. PWL Lw / Li Correction Operating Time K0 Freq. Direct. Height Coordinates
Day Evening Night Type Value norm. Day Evening Night Day Special Night X Y Z
(dBA) (dBA) (dBA) dB(A) dB(A) dB(A) dB(A) (min) (min) (min) (dB) (Hz) (m) (m) (m) (m)
Car Wash Vacuum + CWV1 101.8 101.8 101.8 Lw VU 0 0 0 0 0 0 0 (none) 1.3 r 501869.87 3607602.25 132.2
Car Wash Vacuum + CWV2 101.8 101.8 101.8 Lw VU 0 0 0 0 0 0 0 (none) 1.3 r 501871.96 3607604.15 132.29
Car Wash Vacuum + CWV3 101.8 101.8 101.8 Lw VU 0 0 0 10 0 0 0 (none) 1.3 r 501872.57 3607607.25 132.11
Car Wash Vacuum + CWV4 101.8 101.8 101.8 Lw VU 0 0 0 0 0 0 0 (none) 1.3 r 501874.47 3607609.15 132.15
Car Wash Vacuum + CWV5 101.8 101.8 101.8 Lw VU 0 0 0 0 0 0 0 (none) 1.3 r 501876.48 3607611.14 132.19
2021-10-27 PC Agenda Page 49 of 207
CadnaA 2021
10 PM Hour Car Wash Area Source Input Table
Name M. ID Result. PWL Result. PWL'' Lw / Li Operating Time K0 Freq. Direct.
Day Evening Night Day Evening Night Type Value Day Special Night
(dBA) (dBA) (dBA) (dBA) (dBA) (dBA) (min) (min) (min) (dB) (Hz)
Car Wash Entrance + CWEn 99.4 99.4 99.4 88.7 88.7 88.7 Lw" CWEn 4.95 0 0 3 (none)
Car Wash Exit + CWEx 105.8 105.8 105.8 95.1 95.1 95.1 Lw" CWEx 4.95 0 0 3 (none)
2021-10-27 PC Agenda Page 50 of 207
CadnaA 2021
10 PM Hour Car Wash Receiver Table
Name M. ID Level Lr Limit. Value Land Use Height Coordinates
Day Night Day Night Type Auto Noise Type X Y Z
(dBA) (dBA) (dBA) (dBA) (m) (m) (m) (m)
Parcel A R1 A1 42.7 -80.2 0 0 x Total 1.52 r 501864.6 3607516.4 132.78
Parcel A R2 A2 46.1 -80.2 0 0 x Total 1.52 r 501858.24 3607534.93 133.46
Parcel A R3 A3 50.9 -80.2 0 0 x Total 1.52 r 501850.5 3607557.32 133.26
Parcel A R4 A4 50.6 -80.2 0 0 x Total 1.52 r 501843.17 3607578.33 131.77
Parcel A R5 A5 51.8 -80.2 0 0 x Total 1.52 r 501835.29 3607601.56 128.97
Parcel A R6 A6 50.7 -80.2 0 0 x Total 1.52 r 501830.04 3607617.04 127.16
Parcel A R7 A7 49.4 -80.2 0 0 x Total 1.52 r 501825.75 3607628.79 126.68
Parcel A R8 A8 48.3 -80.2 0 0 x Total 1.52 r 501822.85 3607637.64 127.66
Parcel A R9 A9 46.7 -80.2 0 0 x Total 1.52 r 501818.29 3607650.36 129.31
Parcel A R10 A10 44.2 -80.2 0 0 x Total 1.52 r 501810.06 3607671.76 132.26
Parcel A R11 A11 42.2 -80.2 0 0 x Total 1.52 r 501800.11 3607688.98 134.78
Parcel C R1 C1 45 -80.2 0 0 x Total 1.52 r 501965.8 3607550.99 142
Parcel C R2 C2 48.2 -80.2 0 0 x Total 1.52 r 501952.85 3607571.4 141.05
Parcel C R3 C3 50.8 -80.2 0 0 x Total 1.52 r 501941.22 3607589.18 139.22
Parcel C R4 C4 53.2 -80.2 0 0 x Total 1.52 r 501930.91 3607603 137.43
Parcel C R5 C5 54.8 -80.2 0 0 x Total 1.52 r 501921.91 3607613.32 135.94
Parcel C R6 C6 56.2 -80.2 0 0 x Total 1.52 r 501915.11 3607621.22 134.77
Parcel C R7 C7 57.2 -80.2 0 0 x Total 1.52 r 501907.43 3607628.79 133.54
Parcel C R8 C8 47.6 -80.2 0 0 x Total 1.52 r 501898.66 3607637.48 132.07
Parcel C R9 C9 51.1 -80.2 0 0 x Total 1.52 r 501891.55 3607644.88 130.72
Parcel C R10 C10 50 -80.2 0 0 x Total 1.52 r 501883.04 3607652.36 129.54
Parcel D R1 D1 48.1 -80.2 0 0 x Total 1.52 r 501874.82 3607660.98 129.54
Parcel D R2 D2 48.9 -80.2 0 0 x Total 1.52 r 501867.54 3607667.86 129.54
Parcel D R3 D3 47.2 -80.2 0 0 x Total 1.52 r 501861.02 3607676.65 129.54
Parcel D R4 D4 45.2 -80.2 0 0 x Total 1.52 r 501852.59 3607689.09 129.81
Parcel D R5 D5 43.1 -80.2 0 0 x Total 1.52 r 501841.12 3607705.13 131.56
Parcel F R1 F1 36.7 -80.2 0 0 x Total 1.52 r 501856.56 3607486.36 129.44
Parcel F R2 F2 38 -80.2 0 0 x Total 1.52 r 501872.76 3607492.11 131.07
Parcel F R3 F3 36.4 -80.2 0 0 x Total 1.52 r 501877.47 3607481.66 130.47
Parcel G R1 G1 34.8 -80.2 0 0 x Total 1.52 r 501897.32 3607499.95 133.2
Parcel G R2 G2 27.2 -80.2 0 0 x Total 1.52 r 501913.87 3607506.05 134.81
Parcel G R3 G3 37.7 -80.2 0 0 x Total 1.52 r 501937.03 3607514.06 137.06
Parcel G R3 G4 40.9 -80.2 0 0 x Total 1.52 r 501954.1 3607519.81 138.81
Parcel H R1 H1 38.9 -80.2 0 0 x Total 1.52 r 501983.19 3607513.36 140.65
Parcel H R2 H2 40.3 -80.2 0 0 x Total 1.52 r 501979.36 3607526.95 141.7
Parcel H R3 H3 40 -80.2 0 0 x Total 1.52 r 501990.68 3607532 143.19
2021-10-27 PC Agenda Page 51 of 207
CadnaA 2021
Mitigated PM Peak Hour Car Wash Spectrum Input Table
Name ID Type 1/3 Oktave Spectrum (dB)
Weight. 25 31.5 40 50 63 80 100 125 160 200 250 315 400 500 630 800 1000 1250 1600 2000 2500 3150 4000 5000 6300 8000 10000 A lin
Blower CWB Li 55.5 99.5 99.5 94.5 91.5 97.5 85.5 81.5 69.5 98.8 104.5
Car Wash Exit CWEx Li 44.5 88.5 88.5 83.5 80.5 86.5 74.5 70.5 58.5 87.8 93.5
Car Wash Entr CWEn Li 38.1 82.1 82.1 77.1 74.1 80.1 68.1 64.1 52.1 81.4 87.1
Vacuum Units VU Li 6.3 9.4 17.8 27.5 39 37 46.6 56.3 62.4 66.6 66 79.7 80.9 76.7 83.4 84.9 86.8 89.2 91.9 93 91.6 91.6 91.4 90.8 90.1 88 84.7 101.8 101.2
2021-10-27 PC Agenda Page 52 of 207
CadnaA 2021
Mitigated PM Peak Hour Car Wash Receiver Table
Name M. ID Level Lr Limit. Value Land Use Height Coordinates
Day Night Day Night Type Auto Noise Type X Y Z
(dBA) (dBA) (dBA) (dBA) (m) (m) (m) (m)
Parcel A R1 A1 44 -80.2 0 0 x Total 1.52 r 501864.6 3607516.4 132.78
Parcel A R2 A2 47.7 -80.2 0 0 x Total 1.52 r 501858.24 3607534.93 133.46
Parcel A R3 A3 53.1 -80.2 0 0 x Total 1.52 r 501850.5 3607557.32 133.26
Parcel A R4 A4 54.8 -80.2 0 0 x Total 1.52 r 501843.17 3607578.33 131.77
Parcel A R5 A5 55.5 -80.2 0 0 x Total 1.52 r 501835.29 3607601.56 128.97
Parcel A R6 A6 54.1 -80.2 0 0 x Total 1.52 r 501830.04 3607617.04 127.16
Parcel A R7 A7 52.6 -80.2 0 0 x Total 1.52 r 501825.75 3607628.79 126.68
Parcel A R8 A8 51.4 -80.2 0 0 x Total 1.52 r 501822.85 3607637.64 127.66
Parcel A R9 A9 49.8 -80.2 0 0 x Total 1.52 r 501818.29 3607650.36 129.31
Parcel A R10 A10 47.2 -80.2 0 0 x Total 1.52 r 501810.06 3607671.76 132.26
Parcel A R11 A11 45.2 -80.2 0 0 x Total 1.52 r 501800.11 3607688.98 134.78
Parcel C R1 C1 46.2 -80.2 0 0 x Total 1.52 r 501965.8 3607550.99 142
Parcel C R2 C2 49.3 -80.2 0 0 x Total 1.52 r 501952.85 3607571.4 141.05
Parcel C R3 C3 51 -80.2 0 0 x Total 1.52 r 501941.22 3607589.18 139.22
Parcel C R4 C4 53.1 -80.2 0 0 x Total 1.52 r 501930.91 3607603 137.43
Parcel C R5 C5 54.5 -80.2 0 0 x Total 1.52 r 501921.91 3607613.32 135.94
Parcel C R6 C6 55.2 -80.2 0 0 x Total 1.52 r 501915.11 3607621.22 134.77
Parcel C R7 C7 55.9 -80.2 0 0 x Total 1.52 r 501907.43 3607628.79 133.54
Parcel C R8 C8 46.5 -80.2 0 0 x Total 1.52 r 501898.66 3607637.48 132.07
Parcel C R9 C9 49.9 -80.2 0 0 x Total 1.52 r 501891.55 3607644.88 130.72
Parcel C R10 C10 48.8 -80.2 0 0 x Total 1.52 r 501883.04 3607652.36 129.54
Parcel D R1 D1 49.5 -80.2 0 0 x Total 1.52 r 501874.82 3607660.98 129.54
Parcel D R2 D2 50 -80.2 0 0 x Total 1.52 r 501867.54 3607667.86 129.54
Parcel D R3 D3 48.5 -80.2 0 0 x Total 1.52 r 501861.02 3607676.65 129.54
Parcel D R4 D4 46.6 -80.2 0 0 x Total 1.52 r 501852.59 3607689.09 129.81
Parcel D R5 D5 44.6 -80.2 0 0 x Total 1.52 r 501841.12 3607705.13 131.56
Parcel F R1 F1 36.9 -80.2 0 0 x Total 1.52 r 501856.56 3607486.36 129.44
Parcel F R2 F2 38.2 -80.2 0 0 x Total 1.52 r 501872.76 3607492.11 131.07
Parcel F R3 F3 36.5 -80.2 0 0 x Total 1.52 r 501877.47 3607481.66 130.47
Parcel G R1 G1 36.9 -80.2 0 0 x Total 1.52 r 501897.32 3607499.95 133.2
Parcel G R2 G2 27.1 -80.2 0 0 x Total 1.52 r 501913.87 3607506.05 134.81
Parcel G R3 G3 36.8 -80.2 0 0 x Total 1.52 r 501937.03 3607514.06 137.06
Parcel G R3 G4 41.8 -80.2 0 0 x Total 1.52 r 501954.1 3607519.81 138.81
Parcel H R1 H1 39.7 -80.2 0 0 x Total 1.52 r 501983.19 3607513.36 140.65
Parcel H R2 H2 41 -80.2 0 0 x Total 1.52 r 501979.36 3607526.95 141.7
Parcel H R3 H3 40.7 -80.2 0 0 x Total 1.52 r 501990.68 3607532 143.19
2021-10-27 PC Agenda Page 53 of 207
CadnaA 2021
Mitigated PM Peak Hour Car Wash Receiver Table
Name M. ID Level Lr Limit. Value Land Use Height Coordinates
Day Night Day Night Type Auto Noise Type X Y Z
(dBA) (dBA) (dBA) (dBA) (m) (m) (m) (m)
Parcel A R1 A1 45 45 0 0 x Total 1.52 r 501864.6 3607516.4 132.78
Parcel A R2 A2 48.2 48.2 0 0 x Total 1.52 r 501858.24 3607534.93 133.46
Parcel A R3 A3 52.3 52.3 0 0 x Total 1.52 r 501850.5 3607557.32 133.26
Parcel A R4 A4 47.6 47.6 0 0 x Total 1.52 r 501843.17 3607578.33 131.77
Parcel A R5 A5 49.8 49.8 0 0 x Total 1.52 r 501835.29 3607601.56 128.97
Parcel A R6 A6 49.6 49.6 0 0 x Total 1.52 r 501830.04 3607617.04 127.16
Parcel A R7 A7 48.7 48.7 0 0 x Total 1.52 r 501825.75 3607628.79 126.68
Parcel A R8 A8 47.9 47.9 0 0 x Total 1.52 r 501822.85 3607637.64 127.66
Parcel A R9 A9 46.4 46.4 0 0 x Total 1.52 r 501818.29 3607650.36 129.31
Parcel A R10 A10 44 44 0 0 x Total 1.52 r 501810.06 3607671.76 132.26
Parcel A R11 A11 42 42 0 0 x Total 1.52 r 501800.11 3607688.98 134.78
Parcel C R1 C1 47.4 47.4 0 0 x Total 1.52 r 501965.8 3607550.99 142
Parcel C R2 C2 50.6 50.6 0 0 x Total 1.52 r 501952.85 3607571.4 141.05
Parcel C R3 C3 53.2 53.2 0 0 x Total 1.52 r 501941.22 3607589.18 139.22
Parcel C R4 C4 55.9 55.9 0 0 x Total 1.52 r 501930.91 3607603 137.43
Parcel C R5 C5 58.2 58.2 0 0 x Total 1.52 r 501921.91 3607613.32 135.94
Parcel C R6 C6 59.7 59.7 0 0 x Total 1.52 r 501915.11 3607621.22 134.77
Parcel C R7 C7 60.7 60.7 0 0 x Total 1.52 r 501907.43 3607628.79 133.54
Parcel C R8 C8 51.1 51.1 0 0 x Total 1.52 r 501898.66 3607637.48 132.07
Parcel C R9 C9 54.6 54.6 0 0 x Total 1.52 r 501891.55 3607644.88 130.72
Parcel C R10 C10 53.5 53.5 0 0 x Total 1.52 r 501883.04 3607652.36 129.54
Parcel D R1 D1 51.3 51.3 0 0 x Total 1.52 r 501874.82 3607660.98 129.54
Parcel D R2 D2 49.6 49.6 0 0 x Total 1.52 r 501867.54 3607667.86 129.54
Parcel D R3 D3 47.7 47.7 0 0 x Total 1.52 r 501861.02 3607676.65 129.54
Parcel D R4 D4 45.5 45.5 0 0 x Total 1.52 r 501852.59 3607689.09 129.81
Parcel D R5 D5 43.2 43.2 0 0 x Total 1.52 r 501841.12 3607705.13 131.56
Parcel F R1 F1 39.7 39.7 0 0 x Total 1.52 r 501856.56 3607486.36 129.44
Parcel F R2 F2 41 41 0 0 x Total 1.52 r 501872.76 3607492.11 131.07
Parcel F R3 F3 39.4 39.4 0 0 x Total 1.52 r 501877.47 3607481.66 130.47
Parcel G R1 G1 36.3 36.3 0 0 x Total 1.52 r 501897.32 3607499.95 133.2
Parcel G R2 G2 30.3 30.3 0 0 x Total 1.52 r 501913.87 3607506.05 134.81
Parcel G R3 G3 41.2 41.2 0 0 x Total 1.52 r 501937.03 3607514.06 137.06
Parcel G R3 G4 43.5 43.5 0 0 x Total 1.52 r 501954.1 3607519.81 138.81
Parcel H R1 H1 41.5 41.5 0 0 x Total 1.52 r 501983.19 3607513.36 140.65
Parcel H R2 H2 42.9 42.9 0 0 x Total 1.52 r 501979.36 3607526.95 141.7
Parcel H R3 H3 42.6 42.6 0 0 x Total 1.52 r 501990.68 3607532 143.19
2021-10-27 PC Agenda Page 54 of 207
CadnaA 2021
Store and Gas Station Spectrum Input Table
Name ID Type 1/3 Oktave Spectrum (dB)
Weight.63 125 250 500 1000 2000 4000 8000 A lin
HVAC 7.5 Ton HVAC Li 89.3 86 82.9 80.7 78.5 73.6 69.6 64.5 83.2 92.2
Refrigeration Fan 850 RPMRF0850Li 80.6 83.6 79.6 76.6 74.6 69.6 65.5 79.3 87.2
Refrigeration Fan 1150 RPMRF1150Li 90.6 93.6 89.6 86.6 54.6 79.6 75.6 87.6 96.9
Air CompressorCMP Li 97.4 97.4 97.4
2021-10-27 PC Agenda Page 55 of 207
CadnaA 2021
Store and Gas Station Point Source Input Table
Name M. ID Result. PWL Lw / Li Correction Operating Time K0 Freq. Direct. Height Coordinates
Day Evening Night Type Value norm. Day Evening Night Day Special Night X Y Z
(dBA) (dBA) (dBA) dB(A) dB(A) dB(A) dB(A) (min) (min) (min) (dB) (Hz) (m) (m) (m) (m)
HVAC + HVAC 83.2 83.2 83.2 Lw HVAC 0 0 0 60 0 30 0 (none) 1.3 g 501913.81 3607545.64 141.51
HVAC + HVAC 83.2 83.2 83.2 Lw HVAC 0 0 0 60 0 30 0 (none) 1.3 g 501915.95 3607539.52 141.51
Refrigeration Fan 850 RPM + RF0850 79.3 79.3 79.3 Lw RF0850 0 0 0 0 0 60 0 (none) 1.3 g 501898.3 3607533.21 141.51
Refrigeration Fan 1150 RPM + RF1150 87.6 87.6 87.6 Lw RF1150 0 0 0 60 0 0 0 (none) 1.3 g 501898.55 3607533.3 141.51
Refrigeration Fan 850 RPM + RF0850 79.3 79.3 79.3 Lw RF0850 0 0 0 0 0 60 0 (none) 1.3 g 501899.9 3607533.75 141.51
Refrigeration Fan 1150 RPM + RF1150 87.6 87.6 87.6 Lw RF1150 0 0 0 60 0 0 0 (none) 1.3 g 501900.21 3607533.84 141.51
Air Compressor + CMP 97.4 97.4 97.4 Lw CMP 0 0 0 2 0 2 0 (none) 1.3 r 501880.42 3607557.32 135.04
2021-10-27 PC Agenda Page 56 of 207
CadnaA 2021
Combined Non-Transportation Receiver Table
Name M. ID Level Lr Limit. Value Land Use Height Coordinates
Day Night Day Night Type Auto Noise Type X Y Z
(dBA) (dBA) (dBA) (dBA) (m) (m) (m) (m)
Parcel A R1 A1 46 41.6 0 0 x Total 1.52 r 501864.6 3607516.4 132.78
Parcel A R2 A2 49 44.8 0 0 x Total 1.52 r 501858.24 3607534.93 133.46
Parcel A R3 A3 53.5 48.8 0 0 x Total 1.52 r 501850.5 3607557.32 133.26
Parcel A R4 A4 54.9 50.1 0 0 x Total 1.52 r 501843.17 3607578.33 131.77
Parcel A R5 A5 55.6 50.7 0 0 x Total 1.52 r 501835.29 3607601.56 128.97
Parcel A R6 A6 54.1 49.4 0 0 x Total 1.52 r 501830.04 3607617.04 127.16
Parcel A R7 A7 52.6 47.8 0 0 x Total 1.52 r 501825.75 3607628.79 126.68
Parcel A R8 A8 51.5 46.7 0 0 x Total 1.52 r 501822.85 3607637.64 127.66
Parcel A R9 A9 49.9 45.1 0 0 x Total 1.52 r 501818.29 3607650.36 129.31
Parcel A R10 A10 47.4 42.5 0 0 x Total 1.52 r 501810.06 3607671.76 132.26
Parcel A R11 A11 45.4 40.6 0 0 x Total 1.52 r 501800.11 3607688.98 134.78
Parcel C R1 C1 47.2 42.1 0 0 x Total 1.52 r 501965.8 3607550.99 142
Parcel C R2 C2 49.9 44.8 0 0 x Total 1.52 r 501952.85 3607571.4 141.05
Parcel C R3 C3 51.4 46.8 0 0 x Total 1.52 r 501941.22 3607589.18 139.22
Parcel C R4 C4 53.3 48.8 0 0 x Total 1.52 r 501930.91 3607603 137.43
Parcel C R5 C5 54.6 48.5 0 0 x Total 1.52 r 501921.91 3607613.32 135.94
Parcel C R6 C6 55.3 49.1 0 0 x Total 1.52 r 501915.11 3607621.22 134.77
Parcel C R7 C7 56 50 0 0 x Total 1.52 r 501907.43 3607628.79 133.54
Parcel C R8 C8 46.8 41.1 0 0 x Total 1.52 r 501898.66 3607637.48 132.07
Parcel C R9 C9 50 44.1 0 0 x Total 1.52 r 501891.55 3607644.88 130.72
Parcel C R10 C10 48.9 43 0 0 x Total 1.52 r 501883.04 3607652.36 129.54
Parcel D R1 D1 49.6 41.9 0 0 x Total 1.52 r 501874.82 3607660.98 129.54
Parcel D R2 D2 50 46.6 0 0 x Total 1.52 r 501867.54 3607667.86 129.54
Parcel D R3 D3 48.6 45.1 0 0 x Total 1.52 r 501861.02 3607676.65 129.54
Parcel D R4 D4 46.8 43.3 0 0 x Total 1.52 r 501852.59 3607689.09 129.81
Parcel D R5 D5 44.8 41.2 0 0 x Total 1.52 r 501841.12 3607705.13 131.56
Parcel F R1 F1 40.2 34.9 0 0 x Total 1.52 r 501856.56 3607486.36 129.44
Parcel F R2 F2 41.9 36.6 0 0 x Total 1.52 r 501872.76 3607492.11 131.07
Parcel F R3 F3 40.9 35.4 0 0 x Total 1.52 r 501877.47 3607481.66 130.47
Parcel G R1 G1 43.6 38.1 0 0 x Total 1.52 r 501897.32 3607499.95 133.2
Parcel G R2 G2 43.7 36.9 0 0 x Total 1.52 r 501913.87 3607506.05 134.81
Parcel G R3 G3 43.8 37.8 0 0 x Total 1.52 r 501937.03 3607514.06 137.06
Parcel G R3 G4 44.5 39.1 0 0 x Total 1.52 r 501954.1 3607519.81 138.81
Parcel H R1 H1 41.6 36.2 0 0 x Total 1.52 r 501983.19 3607513.36 140.65
Parcel H R2 H2 42.8 37.4 0 0 x Total 1.52 r 501979.36 3607526.95 141.7
Parcel H R3 H3 42.3 36.9 0 0 x Total 1.52 r 501990.68 3607532 143.19
2021-10-27 PC Agenda Page 57 of 207
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2021-10-27 PC Agenda Page 58 of 207
Appendix B
Equipment Data Sheets
2021-10-27 PC Agenda Page 59 of 207
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2021-10-27 PC Agenda Page 60 of 207
The following features come standard
on the SoftGloss MAXX:
• Five split-rotating brushes thoroughly
clean vehicles in less time, maximizing
your throughput and your profits.
• Rotating rocker blaster and under-
chassis wash annihilate grime buildup.
• FoamBrite-equipped cleaning arms
engulf the car for a top-to-bottom
clean. This lightweight material is
exclusive to Ryko and designed to
deliver a detailed wash without worry of
damage to the vehicle.
• Efficient chemical application delivers
uniform coverage of 360 CleanCut
presoak, detergent and TriFoam wax.
• An onboard computer memorizes
the profile of each vehicle as it goes
through the wash and disables brushes
where they’re not needed—virtually
eliminating mirror, wiper and antenna
damage. Plus, a top-brush-interrupt
feature prevents the top brush from
dropping into the beds of pickup
trucks where it could come into
contact with debris and damage the
truck or the machine.
• Low-profile vehicle detection and tall
side arms ensure cars of all sizes—
from minis to duallies—experience the
same spotless clean.
• Attractive, large bay is inviting to
customers and can accommodate
duallies.
• A custom look is easy to create with
different colors of FoamBrite and
virtually limitless choices of body panel
colors to choose from.
FEATURES AND BENEFITS
A proven success in the car-wash industry, SoftGloss MAXX
is a wash your clients will return to time and time again. You
won’t find its combination of features and benefits anywhere
else but from Ryko. Equipped with our patented FoamBrite
wash material, SoftGloss MAXX offers a safe, thorough clean
that will send your customer satisfaction levels—and your
sales—soaring. Gentle, yet powerful five-brush clean
2021-10-27 PC Agenda Page 61 of 207
Push your profits higher with any of these add-ons:
• Chemical-injected wheel scrub provides extra cleaning power where vehicles need it most.
• ColorWave finishing curtain delivers a customer-wowing light show that will set your wash apart from the competition. (Available in red, yellow or blue.)
• Onboard dryers allow your customers to relax while the machine uniformly dries their vehicles.
• Bug Buster foam helps eliminate the bugs and debris customers notice most on their windshields and grilles.
• RainShield protectant protects vehicle bodies and glass surfaces from corrosives, oxidation and UV rays while
improving visibility, enhancing color and shine, and providing a water-repellant coating.
• Water reclamation system minimizes the amount of fresh, city water usage while still providing a spot-free rinse.
• HP Turbo provides effective and appealing high-pressure cleaning of wheels and rocker panels.
SPECIFICATIONSPROFITABLE OPTIONS
Maximum Vehicle Height 84"
Maximum Vehicle Width 95"
Water (min)40 PSI @ 40 GPM, 1"
Air (min)100 PSI @ 3 CFM, 3/8"
Electrical (basic)
208/230V AC, 60 HZ, 3 Phase,
and 120V AC, 60 HZ, 1 Phase
OR 460V AC, 60 HZ, 3 Phase,
and 120V AC, 60 HZ, 1 Phase
Ryko Solutions, Inc. • 1500 SE 37th Street, Grimes, IA 50111 • (800) 284-7956 • www.ryko.com
ONLY RYKO CAN OFFER ALL OF THIS!
With Ryko as your partner, you’re
getting more than a machine. We lead
the industry in uptime with the only
coast-to-coast, direct support
program with locally based
technicians and a full line of wash
solutions. It all adds up to increased
wash counts and higher profit margins.
• Equipment and Installation
• On-Site Service
• Preventive Maintenance
• CleanTouch™
Wash Solutions
• Remote Monitoring
• Online Tech Resources
• Central Dispatch
• Centralized Billing
The most comprehensive line of car wash equipment solutions in the industry.
The most advanced technology tools to
diagnose, administer, monitor and repair
equipment to have you up and running faster.
National direct service coverage and a national
footprint for CleanTouch wash solutions.
2/2016
2021-10-27 PC Agenda Page 62 of 207
64.8 ---401
68.0-ao•
72.0 20·
75.5-1 o·
30• 20' lO' ii.i--10· 79.3-20 1 7 4.3-30'71.1-40'
60' -'ot.J.1
50' .... i��
◄O' ... 1\�
Manufacturer Noise Diagram
2021-10-27 PC Agenda Page 63 of 207
2021-10-27 PC Agenda Page 64 of 207
W E W O R K H A R D E R T O P R O V I D E Y O U S O L U T I O N SWE W O R K H A R D E R T O P R O V I D E Y O U S O L U T I O N S
J .E . A D A M S I N D U S T R I E S , LT D J .E . A D A M S I N D U S T R I E S , LT D W W W.J E A D A M S .C O M W W W.J E A D A M S .C O M T O L L -F R E E 8 0 0 -5 5 3 -8 8 6 1 T O L L -F R E E 8 0 0 -5 5 3 -8 8 6 1 T O L L -F R E E FA X 8 6 6 -2 5 2 -6 6 9 4TOLL-F R E E FA X 8 6 6 -2 5 2 -6 6 9 4
SUPER VAC WITH AMERICAN 2000 LOCK SYSTEM
FEATURES
Double ser vice doors of fer easy access to clean out compar tment and 4 filter bag system
(Replacement Item #8076)
SSAC 110 volt accumulating timer (Replacement Item #8712SS4)
Imonex coin acceptor takes quar ters (Replacement Item #8149)
Faceplate secured with Medeco cam lock (Replacement Item #8953)
Coin box secured with American 2000 series lock (Replacement Item #8920-1T Drilled & Tapped)
Lighted dome available in red, blue, yellow, dark green, light green, purple and white
Hose: 2” x 15’, swivel cuf f and nozzle included (15’, 25’, and 50’ available in 1 1/2” or 2”)
Optional coin mechs, motors, colored hoses, extra security, and clean-out containers are available
Optional coin box security cover (Item #8940-1W)
DECALS
9200-11 Yellow decals
9200-12 Blue decals
9200-13 Violet decals
9200-14 Black decals (standard)
SUPER VAC 9250LD SHOWN WITH
OPTIONAL YELLOW DOME, YELLOW HOSE,
AND SERVICE DOOR SECURITY COVER
COIN BOX AND
AMERICAN 2000
SERIES LOCK
MODEL #
9240 •2Small •• •140 20 120
9250 •2Large •• •150 20 120
9250LD •2 ••••140 20 120
9253 •3Large •• •155 30 120
VACUUM MOTORS
STAINLESS
STEEL DOME
LIGHTED
DOME
COIN
ACCEPTOR
ETL
APPROVED
OPTIONAL
DECAL PKG. WEIGHT AMPS REQ.VOLTAGE
2021-10-27 PC Agenda Page 65 of 207
Sound Power and Narrow Band Report
Customer:JE Adams Volts 120
Date:4/23/2019 Frequency 60 Hz
Mtr Model Q6600-092T (3 mtrs)By:Jonathan Johnson
Unit:9235-3 Test Method:ASTM F1334
Center Freq
(Hz)
Sound
Power:
RSS Corr.
Factor
Avg Sound
Pressure 1 2 3 4 5 6
25 11.5 6.9 4.6 4.0 -0.3 2.4 9.4 3.3 1.3
31.5 14.3 -5.0 19.3 21.8 15.2 14.8 22.5 16.9 18.0
40 20.3 4.4 15.9 16.8 14.9 13.6 16.9 15.5 16.7
50 28.6 3.7 24.9 12.1 26.4 26.5 14.7 25.8 27.4
63 35.8 9.7 26.2 26.2 27.1 25.6 24.0 25.6 27.5
80 33.7 7.7 26.0 23.5 26.9 27.4 23.0 26.1 27.3
100 44.2 2.0 42.1 41.7 42.3 40.9 40.6 42.9 43.7
125 56.5 5.4 51.1 53.0 48.8 49.5 51.8 50.5 51.5
160 64.0 2.2 61.8 62.8 62.1 59.8 62.1 58.8 63.5
200 65.3 0.8 64.5 62.7 64.4 63.6 64.8 64.9 65.8
250 65.0 1.1 63.9 61.2 63.3 62.9 61.9 66.3 65.5
315 83.1 0.6 82.6 77.9 81.9 81.2 78.5 85.5 84.8
400 71.4 0.3 71.1 71.6 70.8 71.3 69.3 71.3 71.8
500 68.3 1.7 66.6 67.4 65.8 64.9 68.5 66.8 65.1
630 75.5 1.3 74.2 75.1 74.2 72.6 76.0 72.4 73.9
800 74.7 0.4 74.3 75.1 74.8 74.0 74.4 74.3 73.2
1000 77.5 0.3 77.2 77.9 77.1 77.3 76.8 77.4 76.5
1250 81.2 1.2 79.9 79.8 80.1 79.6 80.0 80.0 80.1
1600 84.5 1.5 83.0 83.3 83.5 83.4 82.3 83.3 82.3
2000 91.7 1.2 90.6 90.8 91.3 90.1 90.1 91.2 89.6
2500 89.9 2.3 87.5 87.6 87.9 87.9 86.9 87.7 87.1
3150 89.7 2.7 87.0 86.8 87.0 87.0 87.4 87.1 86.9
4000 90.2 2.7 87.5 87.5 87.4 88.1 87.9 87.3 86.9
5000 87.9 3.6 84.3 84.6 84.4 84.6 84.1 84.4 83.8
6300 85.1 4.7 80.5 80.5 80.7 80.5 80.3 80.5 80.1
8000 84.0 6.4 77.6 77.3 77.8 78.1 77.5 77.7 77.3
10000 83.7 7.5 76.3 76.4 76.0 76.9 77.2 76.6 73.9
12500 83.1 9.8 73.3 73.8 72.6 74.6 74.7 73.0 68.3
16000 73.2 13.2 60.1 60.0 60.7 60.3 59.6 59.4 60.2
20000 68.5 17.7 50.9 49.7 51.2 51.5 51.4 50.1 51.0
Overall Sound Power dBA:
(Sound Power = Total Sound Pressure + Reference Sound Source (RSS) Correction Factor)
98.4
Sound Power dBA
1/3 Octave Band
JE Adams Unit 9235
3 Motor Unit with Q6600-092T Motors.
Large Steel Dome (No Foam)
Inlet In Room Open Nozzle
Test Condition:
Mic Location
1/3 Octave Band Sound Pressure (RAW) dBA
0.0 20.0 40.0 60.0 80.0 100.0
25
31.5
40
50
63
80
100
125
160
200
250
315
400
500
630
800
1000
1250
1600
2000
2500
3150
4000
5000
6300
8000
10000
12500
16000
20000
SOUND POWER A-WEIGHT DBFREQUENCY BAND (HZ)Sound Power: dBA
Sound Power: dBA
Page 1 of 22021-10-27 PC Agenda Page 66 of 207
Sound Power and Narrow Band Report
Customer:JE Adams Volts 120
Date:4/23/2019 Frequency 60 Hz
Mtr Model Q6600-092T (3 mtrs)By:Jonathan Johnson
Unit:9235-3 Test Method:ASTM F1334
JE Adams Unit 9235
3 Motor Unit with Q6600-092T Motors.
Large Steel Dome (No Foam)
Inlet In Room Open Nozzle
Test Condition:
Sound Pressure At Distances From Unit (Sound Treated as Point Source)
98.4
Feet Meters Feet Meters
5 1.5 5 1.5
10 3.0 10 3.0
15 4.6 15 4.6
25 7.6 25 7.6
30 9.1 30 9.1
35 10.7 35 10.7
40 12.2 40 12.2
45 13.7 45 13.7
50 15.2 50 15.2
55 16.8 55 16.8
60 18.3 60 18.3
75 22.9 75 22.9
80 24.4 80 24.4
85 25.9 85 25.9
90 27.4 90 27.4
95 29.0 95 29.0
100 30.5 100 30.5
Distance
Sound Power =
Sound Pressure (dBA)
61.2
60.7
Sound Pressure (dBA)
Distance
65.2
63.2
62.7
62.1
61.6
69.9
68.7
67.7
66.8
65.9
86.8
80.7
89.8
Half Sphere Q = 2
66.2
77.2
72.8
71.2
63.7
Quarter Sphere Q = 4
71.7
70.7
69.8
68.9
68.2
83.7
80.2
75.8
74.2
72.9
65.7
65.2
64.7
64.2
𝑳𝑳𝑷𝑷=𝑳𝑳𝒘𝒘+𝟏𝟏𝟏𝟏𝐥𝐥𝐥𝐥𝐥𝐥𝑸𝑸𝟒𝟒𝝅𝝅𝒓𝒓𝟐𝟐
Lp = Sound Pressure dBA
Lw = Sound Power
Q = Directivity Factor
r = Distance from Source
Page 2 of 22021-10-27 PC Agenda Page 67 of 207
Sound Power and Narrow Band Report
Customer:JE Adams Volts 120
Date:4/23/2019 Frequency 60 Hz
Mtr Model Q6600-092T (3 mtrs)By:Jonathan Johnson
Unit:9235-3 Test Method:ASTM F1334
Center Freq
(Hz)
Sound
Power:
RSS Corr.
Factor
Avg Sound
Pressure 1 2 3 4 5 6
25 9.6 6.9 2.8 3.4 -0.5 3.4 4.9 3.5 -1.5
31.5 13.1 -5.0 18.1 16.3 16.5 18.7 20.5 16.8 18.0
40 19.1 4.4 14.7 13.1 14.8 13.5 15.1 16.0 15.1
50 27.1 3.7 23.4 13.0 23.5 23.2 15.4 25.9 26.4
63 37.9 9.7 28.2 28.8 27.8 28.6 28.8 26.2 28.6
80 35.9 7.7 28.2 26.6 28.1 26.9 27.3 30.7 28.3
100 47.7 2.0 45.7 43.9 46.9 42.8 46.6 45.6 46.9
125 58.1 5.4 52.7 53.9 50.0 49.7 55.1 53.6 51.2
160 64.8 2.2 62.6 63.1 64.5 63.4 59.7 58.5 63.5
200 66.0 0.8 65.2 63.4 65.5 66.6 65.0 65.1 65.2
250 66.1 1.1 65.0 64.1 66.5 63.3 64.4 66.8 63.4
315 84.3 0.6 83.8 76.6 86.8 80.4 80.4 87.8 79.4
400 74.8 0.3 74.5 75.2 74.1 74.8 72.1 75.1 74.9
500 70.8 1.7 69.2 70.8 69.3 68.9 68.9 68.5 68.1
630 77.4 1.3 76.1 76.9 75.0 74.7 76.8 77.7 74.8
800 77.9 0.4 77.5 78.1 77.8 76.8 78.2 77.4 76.4
1000 82.2 0.3 81.9 80.9 82.9 82.0 81.9 82.1 81.5
1250 85.6 1.2 84.4 83.9 84.6 84.8 83.9 84.4 84.7
1600 88.3 1.5 86.8 86.9 86.8 86.4 86.9 86.7 87.0
2000 91.2 1.2 90.0 89.4 90.3 91.1 89.9 88.5 90.6
2500 88.6 2.3 86.3 86.3 85.7 86.3 86.4 86.4 86.5
3150 89.8 2.7 87.1 87.1 86.9 87.3 87.0 87.0 87.1
4000 92.3 2.7 89.6 89.5 90.1 89.5 89.5 89.2 89.7
5000 93.1 3.6 89.5 89.7 89.4 89.8 89.0 89.6 89.5
6300 90.2 4.7 85.5 84.9 85.4 86.0 85.1 85.7 85.8
8000 87.9 6.4 81.5 80.8 81.6 82.0 81.4 81.8 81.4
10000 85.1 7.5 77.6 76.5 77.4 78.2 77.7 78.0 77.6
12500 83.1 9.8 73.3 71.8 72.5 74.0 73.4 73.7 73.8
16000 78.9 13.2 65.7 64.4 65.3 66.3 65.6 66.3 66.0
20000 75.7 17.7 58.1 54.9 57.1 58.9 58.4 58.8 59.0
Overall Sound Power dBA:
(Sound Power = Total Sound Pressure + Reference Sound Source (RSS) Correction Factor)
100.3
Sound Power dBA
1/3 Octave Band
JE Adams Unit 9235
3 Motor Unit with Q6600-092T Motors.
Large Steel Dome (No Foam)
Inlet In Room Nozzle Half Blocked
Test Condition:
Mic Location
1/3 Octave Band Sound Pressure (RAW) dBA
0.0 20.0 40.0 60.0 80.0 100.0
25
31.5
40
50
63
80
100
125
160
200
250
315
400
500
630
800
1000
1250
1600
2000
2500
3150
4000
5000
6300
8000
10000
12500
16000
20000
SOUND POWER A-WEIGHT DBFREQUENCY BAND (HZ)Sound Power: dBA
Sound Power: dBA
Page 1 of 22021-10-27 PC Agenda Page 68 of 207
Sound Power and Narrow Band Report
Customer:JE Adams Volts 120
Date:4/23/2019 Frequency 60 Hz
Mtr Model Q6600-092T (3 mtrs)By:Jonathan Johnson
Unit:9235-3 Test Method:ASTM F1334
JE Adams Unit 9235
3 Motor Unit with Q6600-092T Motors.
Large Steel Dome (No Foam)
Inlet In Room Nozzle Half Blocked
Test Condition:
Sound Pressure At Distances From Unit (Sound Treated as Point Source)
100.3
Feet Meters Feet Meters
5 1.5 5 1.5
10 3.0 10 3.0
15 4.6 15 4.6
25 7.6 25 7.6
30 9.1 30 9.1
35 10.7 35 10.7
40 12.2 40 12.2
45 13.7 45 13.7
50 15.2 50 15.2
55 16.8 55 16.8
60 18.3 60 18.3
75 22.9 75 22.9
80 24.4 80 24.4
85 25.9 85 25.9
90 27.4 90 27.4
95 29.0 95 29.0
100 30.5 100 30.5 65.6
Quarter Sphere Q = 4
73.6
72.6
71.7
70.8
70.1
85.6
82.1
77.7
76.1
74.8
67.6
67.1
66.6
66.1
91.7
Half Sphere Q = 2
68.1
79.1
74.7
73.1
63.1
62.6
Sound Pressure (dBA)
Distance
67.1
65.1
64.6
64.0
63.5
71.8
70.6
69.6
68.7
67.8
88.7
82.6
Distance
Sound Power =
Sound Pressure (dBA)
𝑳𝑳𝑷𝑷=𝑳𝑳𝒘𝒘+𝟏𝟏𝟏𝟏𝐥𝐥𝐥𝐥𝐥𝐥𝑸𝑸𝟒𝟒𝝅𝝅𝒓𝒓𝟐𝟐
Lp = Sound Pressure dBA
Lw = Sound Power
Q = Directivity Factor
r = Distance from Source
Page 2 of 22021-10-27 PC Agenda Page 69 of 207
Sound Power and Narrow Band Report
Customer:JE Adams Volts 120
Date:4/23/2019 Frequency 60 Hz
Mtr Model Q6600-092T (3 mtrs)By:Jonathan Johnson
Unit:9235-3 Test Method:ASTM F1334
Center Freq
(Hz)
Sound
Power:
RSS Corr.
Factor
Avg Sound
Pressure 1 2 3 4 5 6
25 8.5 6.9 1.6 2.8 -0.3 0.2 3.9 -1.3 2.1
31.5 14.4 -5.0 19.4 23.5 15.8 17.4 18.9 18.2 18.4
40 21.2 4.4 16.8 21.9 14.8 13.1 16.0 12.6 13.8
50 28.3 3.7 24.6 18.1 25.8 26.0 15.0 26.1 26.6
63 38.5 9.7 28.8 29.9 27.9 29.8 29.5 26.5 28.4
80 36.7 7.7 29.1 30.2 30.4 27.6 26.9 29.8 28.1
100 46.5 2.0 44.5 44.1 44.4 41.1 45.1 45.7 45.1
125 57.1 5.4 51.7 52.1 51.4 51.7 53.3 51.6 49.1
160 62.8 2.2 60.6 61.7 61.9 58.6 58.1 59.5 62.0
200 65.7 0.8 64.9 64.0 66.8 64.8 64.5 64.8 63.9
250 65.5 1.1 64.5 65.4 64.5 64.6 64.1 64.5 63.7
315 80.0 0.6 79.5 79.5 78.1 73.4 84.0 74.2 78.8
400 76.7 0.3 76.4 77.4 76.3 76.9 75.2 77.1 75.2
500 72.6 1.7 70.9 71.7 71.2 70.8 71.2 70.9 69.6
630 79.0 1.3 77.7 78.1 77.1 78.4 79.1 76.4 76.5
800 81.7 0.4 81.3 80.8 81.9 81.0 82.0 80.8 81.1
1000 84.3 0.3 84.0 83.7 83.5 84.3 84.0 84.6 84.0
1250 86.9 1.2 85.6 85.2 85.3 85.2 85.7 86.2 86.0
1600 89.8 1.5 88.3 87.8 88.6 88.3 87.9 88.7 88.6
2000 90.9 1.2 89.7 90.2 90.1 89.8 89.0 90.3 88.6
2500 89.6 2.3 87.2 87.7 87.1 86.6 86.7 87.5 87.6
3150 89.9 2.7 87.2 87.5 87.4 87.0 86.3 87.4 87.2
4000 90.5 2.7 87.8 88.2 87.6 87.5 87.3 88.0 88.1
5000 90.8 3.6 87.2 87.1 87.3 87.1 86.7 87.6 87.4
6300 89.2 4.7 84.5 84.5 84.5 84.2 84.4 85.0 84.6
8000 87.4 6.4 81.0 80.3 80.9 81.1 81.0 81.6 81.0
10000 84.2 7.5 76.8 76.0 76.7 76.6 77.1 77.2 76.8
12500 81.5 9.8 71.7 70.3 71.3 71.8 72.1 72.9 71.6
16000 78.8 13.2 65.6 64.3 65.5 65.4 65.5 66.5 66.2
20000 76.2 17.7 58.5 55.1 57.8 58.1 58.6 59.3 60.5
Overall Sound Power dBA:
(Sound Power = Total Sound Pressure + Reference Sound Source (RSS) Correction Factor)
99.8
Sound Power dBA
1/3 Octave Band
JE Adams Unit 9235
3 Motor Unit with Q6600-092T Motors.
Large Steel Dome (No Foam)
Inlet In Room Nozzle 3/4 Blocked
Test Condition:
Mic Location
1/3 Octave Band Sound Pressure (RAW) dBA
0.0 20.0 40.0 60.0 80.0 100.0
25
31.5
40
50
63
80
100
125
160
200
250
315
400
500
630
800
1000
1250
1600
2000
2500
3150
4000
5000
6300
8000
10000
12500
16000
20000
SOUND POWER A-WEIGHT DBFREQUENCY BAND (HZ)Sound Power: dBA
Sound Power: dBA
Page 1 of 22021-10-27 PC Agenda Page 70 of 207
Sound Power and Narrow Band Report
Customer:JE Adams Volts 120
Date:4/23/2019 Frequency 60 Hz
Mtr Model Q6600-092T (3 mtrs)By:Jonathan Johnson
Unit:9235-3 Test Method:ASTM F1334
JE Adams Unit 9235
3 Motor Unit with Q6600-092T Motors.
Large Steel Dome (No Foam)
Inlet In Room Nozzle 3/4 Blocked
Test Condition:
Sound Pressure At Distances From Unit (Sound Treated as Point Source)
99.8
Feet Meters Feet Meters
5 1.5 5 1.5
10 3.0 10 3.0
15 4.6 15 4.6
25 7.6 25 7.6
30 9.1 30 9.1
35 10.7 35 10.7
40 12.2 40 12.2
45 13.7 45 13.7
50 15.2 50 15.2
55 16.8 55 16.8
60 18.3 60 18.3
75 22.9 75 22.9
80 24.4 80 24.4
85 25.9 85 25.9
90 27.4 90 27.4
95 29.0 95 29.0
100 30.5 100 30.5
Distance
Sound Power =
Sound Pressure (dBA)
62.5
62.1
Sound Pressure (dBA)
Distance
66.5
64.6
64.0
63.5
63.0
71.2
70.1
69.0
68.1
67.3
88.1
82.1
91.1
Half Sphere Q = 2
67.6
78.6
74.1
72.6
65.1
Quarter Sphere Q = 4
73.1
72.0
71.1
70.3
69.5
85.1
81.6
77.1
75.6
74.2
67.0
66.5
66.0
65.6
𝑳𝑳𝑷𝑷=𝑳𝑳𝒘𝒘+𝟏𝟏𝟏𝟏𝐥𝐥𝐥𝐥𝐥𝐥𝑸𝑸𝟒𝟒𝝅𝝅𝒓𝒓𝟐𝟐
Lp = Sound Pressure dBA
Lw = Sound Power
Q = Directivity Factor
r = Distance from Source
Page 2 of 22021-10-27 PC Agenda Page 71 of 207
Sound Power and Narrow Band Report
Customer:JE Adams Volts 120
Date:4/23/2019 Frequency 60 Hz
Mtr Model Q6600-092T (3 mtrs)By:Jonathan Johnson
Unit:9235-3 Test Method:ASTM F1334
Center Freq
(Hz)
Sound
Power:
RSS Corr.
Factor
Avg Sound
Pressure 1 2 3 4 5 6
25 6.3 6.9 -0.6 1.3 -1.0 -2.4 0.5 -2.7 -0.5
31.5 9.4 -5.0 14.4 16.4 10.0 15.0 16.6 12.6 12.2
40 17.8 4.4 13.4 15.5 13.5 12.6 13.1 12.4 12.4
50 27.5 3.7 23.8 14.8 24.3 26.1 16.0 24.6 25.9
63 39.0 9.7 29.3 28.7 26.3 26.9 27.6 25.7 34.0
80 37.0 7.7 29.3 27.3 29.6 28.6 25.3 31.1 31.3
100 46.6 2.0 44.6 46.5 43.4 42.2 44.5 45.8 43.5
125 56.2 5.4 50.8 52.4 51.4 48.3 50.9 51.4 49.6
160 62.4 2.2 60.2 59.8 60.5 60.1 58.3 58.7 62.5
200 66.6 0.8 65.8 64.1 66.8 66.4 66.2 65.7 64.9
250 66.0 1.1 64.9 65.2 64.0 65.3 64.6 64.7 65.3
315 79.7 0.6 79.2 81.6 81.1 77.6 72.5 78.8 78.5
400 80.9 0.3 80.6 82.4 81.2 79.7 78.5 81.3 79.3
500 76.7 1.7 75.0 75.6 75.6 74.5 75.0 74.9 74.5
630 83.4 1.3 82.1 82.0 82.3 82.4 83.2 82.4 79.9
800 84.9 0.4 84.5 84.5 85.3 84.3 85.2 84.1 83.2
1000 86.8 0.3 86.5 87.1 85.8 85.7 86.6 87.0 86.4
1250 89.2 1.2 87.9 88.1 88.2 87.6 88.0 87.4 88.3
1600 91.9 1.5 90.4 90.3 90.9 90.7 89.9 90.4 90.0
2000 93.0 1.2 91.8 91.9 91.7 90.4 91.5 91.1 93.7
2500 91.6 2.3 89.2 90.4 89.4 88.6 88.7 88.9 89.0
3150 91.6 2.7 88.8 89.3 88.9 88.6 88.1 89.0 89.0
4000 91.4 2.7 88.6 88.9 88.8 88.7 88.1 88.7 88.7
5000 90.8 3.6 87.2 87.0 87.2 87.7 86.7 87.3 87.4
6300 90.1 4.7 85.4 85.0 85.3 85.7 85.1 85.6 85.6
8000 88.0 6.4 81.6 81.1 81.1 81.7 81.3 82.0 82.2
10000 84.7 7.5 77.2 76.2 76.8 77.0 76.9 78.4 77.8
12500 82.2 9.8 72.4 71.3 71.4 71.8 72.1 74.5 72.6
16000 80.0 13.2 66.8 65.0 65.7 66.3 66.5 68.1 68.4
20000 78.0 17.7 60.3 55.8 58.0 59.6 59.6 62.3 62.8
Overall Sound Power dBA:
(Sound Power = Total Sound Pressure + Reference Sound Source (RSS) Correction Factor)
101.3
Sound Power dBA
1/3 Octave Band
JE Adams Unit 9235
3 Motor Unit with Q6600-092T Motors.
Large Steel Dome (No Foam)
Inlet In Room Nozzle Fully Blocked
Test Condition:
Mic Location
1/3 Octave Band Sound Pressure (RAW) dBA
0.0 20.0 40.0 60.0 80.0 100.0
25
31.5
40
50
63
80
100
125
160
200
250
315
400
500
630
800
1000
1250
1600
2000
2500
3150
4000
5000
6300
8000
10000
12500
16000
20000
SOUND POWER A-WEIGHT DBFREQUENCY BAND (HZ)Sound Power: dBA
Sound Power: dBA
Page 1 of 22021-10-27 PC Agenda Page 72 of 207
Sound Power and Narrow Band Report
Customer:JE Adams Volts 120
Date:4/23/2019 Frequency 60 Hz
Mtr Model Q6600-092T (3 mtrs)By:Jonathan Johnson
Unit:9235-3 Test Method:ASTM F1334
JE Adams Unit 9235
3 Motor Unit with Q6600-092T Motors.
Large Steel Dome (No Foam)
Inlet In Room Nozzle Fully Blocked
Test Condition:
Sound Pressure At Distances From Unit (Sound Treated as Point Source)
101.3
Feet Meters Feet Meters
5 1.5 5 1.5
10 3.0 10 3.0
15 4.6 15 4.6
25 7.6 25 7.6
30 9.1 30 9.1
35 10.7 35 10.7
40 12.2 40 12.2
45 13.7 45 13.7
50 15.2 50 15.2
55 16.8 55 16.8
60 18.3 60 18.3
75 22.9 75 22.9
80 24.4 80 24.4
85 25.9 85 25.9
90 27.4 90 27.4
95 29.0 95 29.0
100 30.5 100 30.5
Distance
Sound Power =
Sound Pressure (dBA)
64.0
63.6
Sound Pressure (dBA)
Distance
68.0
66.1
65.5
65.0
64.5
72.7
71.6
70.5
69.6
68.8
89.6
83.6
92.6
Half Sphere Q = 2
69.1
80.1
75.6
74.1
66.6
Quarter Sphere Q = 4
74.6
73.5
72.6
71.8
71.0
86.6
83.1
78.7
77.1
75.7
68.5
68.0
67.5
67.1
𝑳𝑳𝑷𝑷=𝑳𝑳𝒘𝒘+𝟏𝟏𝟏𝟏𝐥𝐥𝐥𝐥𝐥𝐥𝑸𝑸𝟒𝟒𝝅𝝅𝒓𝒓𝟐𝟐
Lp = Sound Pressure dBA
Lw = Sound Power
Q = Directivity Factor
r = Distance from Source
Page 2 of 22021-10-27 PC Agenda Page 73 of 207
2021-10-27 PC Agenda Page 74 of 207
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2021-10-27 PC Agenda Page 80 of 207
www.hussmann.com
Proto-Aire Outdoor Protocol
Environmental Benefits Compared to Traditional Rack Systems.
- Better energy efficiency reduces use of fossil fuels, reduces air pollution.
- Significantly smaller refrigerant charge reduces use of HFCs.
- Significantly lower refrigerant leak rate.
2021-10-27 PC Agenda Page 81 of 207
proto-AIrE
Outdoor Small Footprint Protocol Solution.
Several condenser sizes.
Proto-Aire is sized based on the compressor
load and the heat of rejection requirements for the
compressors. The largest condenser can support
up to 450 MBH at a 20˚F TD.
Features and options.
- Weatherproof outdoor enclosure.
- Factory installed suction filters and liquid driers.
- Optional factory-installed gas defrost valves
and winter control.
- Optional Polyfin and Electrofin coil coating.
- Optional oversized receiver with heat tape
and insulation.
- Optional hail guards and rain doors.
All standard Protocol options.
Since the Proto-Aire builds upon the Protocol frame,
all standard Protocol mechanical and electrical
options are available with Proto-Aire.
Proto-Aire environmental advantages.
- Significant reduction in refrigerant charge.
- Significant reduction in greenhouse gas emissions.
- Better energy efficiency in virtually all applications.
- Less copper refrigerant piping.
- Fewer braze joints for fewer leaks.
Other advantages.
- Easy to install.
- No machine room needed.
- Lower installation costs.
- Decreases or eliminates the need for EPRs.
- Compact footprint.
Proto-Aire is a compact footprint outdoor Protocol unit with an integrated air-cooled
condenser and weatherproof skins. Units can be installed outside next to the store or
on the roof. This allows for more flexibility with Protocol store designs and reduces
space requirements for equipment inside the store.
Sustainable Solutions.
Protocol is the most widely used
refrigeration system directly
addressing today’s environmental
concerns. We are using the phrase
“Sustainable Solutions” to underscore
Protocol’s important role in helping
address environmental issues.
Hussmann is committed to
developing advanced technologies
that reduce the use of HFCs and
improve energy efficiency. Protocol
is just one of many alternatives
we offer to promote sustainable
solutions.
2021-10-27 PC Agenda Page 82 of 207
Enabling excellence in food retailing.
Proto-Aire dimensions.
NOTE: We reserve the right to change or revise
specifications and product design in connection with any
feature of our products. Such changes do not entitle the
buyer to corresponding changes, improvements, additions,
or replacements for equipment previously sold or shipped.
For additional resources, contact your representative
or visit www.hussmann.com.
L H D Weight
Nomenclature (in) (in) (in) (lb)
3 and 4 Fan 128 56.5 42 2800
6 Fan (Super) 185 56.5 42 3700
2021-10-27 PC Agenda Page 83 of 207
Hussman Proto-Air 3280 Condenser Units
0.5 Horse Power Variable Drive Cooling Fan Noise Spectrum
RPM
63 125 250 500 1000 2000 4000 A
850 80.6 83.6 79.6 76.6 74.6 69.6 65.5 79.3
1150 90.6 93.6 89.6 86.6 54.6 79.6 75.6 87.6
Source: Electroinic communicatrion between Hussmann and HELIX Environmental Planning
1/3 Octave Spectrum (dB)
2021-10-27 PC Agenda Page 84 of 207
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2021-10-27 PC Agenda Page 85 of 207
Page 1
Technical Memorandum
TO:Steve Laub, Land Solutions Inc.
FROM: Phuong Nguyen, PE; Chen Ryan Associates
Cristian Belmudez; Chen Ryan Associates
DATE: May 18, 2021
RE:Village 8 West Parcel B Gas Station – Parking Analysis
The purpose of this technical memorandum is to document the results of a parking analysis conducted for
the Village 8 West Parcel B Gas Station (Proposed Project). The parking analysis documented in the
subsequent sections of this memorandum determines the minimum number of parking spaces that the
Proposed Project should provide.
Background
The Proposed Project is part of the Village 8 West development, currently under construction in the City of
Chula Vista. The Proposed Project will reside on “Parcel B”, which is located on the northwest corner of the
planned intersection of Main Street West and La Media Parkway South. It plans to construct a 12-pump gas
station with 4,200 square feet (SF) of convenience store uses, a drive-through carwash, as well as three
coin-operated vacuum bays1.Figure 1 displays the Proposed Project’s regional location, while Figure 2
provides the site plan.
Since the City of Chula Vista Municipal Code (CVMC) does not provide specific parking requirements for a
gas station with a convenience store or a drive-through carwash, a parking analysis at similar sites was
conducted to determine the minimum number of parking spaces that the Proposed Project should be
required to provide.
In coordination with City of Chula Vista staff, three existing gas stations were selected for observation based
on their similarities to the Proposed Project. Each of the selected gas stations include the following: (1)
drive-through carwash, (2) vacuum bays similar to the Proposed Project, and (3) a convenience store (or
similar retail component).
The following three gas stations were selected for observation, and their respective locations are displayed
in Figure 3:
·Gas Station #1 –2115 Olympic Parkway, Chula Vista, CA 91915 – This gas station includes a 3,100
SF convenience store that operates 24/7. The 12 gas pumps and drive-through carwash also
operate 24/7. There are 12 standard parking spaces, three ADA parking spaces, and two vacuum
parking spaces available at this location.
1 This type of vacuum bay requires users to insert coins into a slot machine or by paying inside the convenience store.
This is different from vacuum bays with unlimited uses, which do not require users to pay per use and are more likely
to expect a higher number of users when compared to coin-operated vacuum bays.
2021-10-27 PC Agenda Page 86 of 207
·|}94
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County of
San Diego
City of
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City of
Imperial Beach
City of
Lemon Grove
City of
National City
County of
San Diego
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Figur e 1
Proposed Project Regional Location
HomeFed Cor poration V8W Parcel B Gas Station
Technical Memorandum
0 21 Miles
Proposed
Projec t
City of
Chula Vista
^
2021-10-27 PC Agenda Page 87 of 207
HomeFed Corporation V8W Parcel B Gas StationTechnical MemorandumFigure 2Project Site PlanLOT26LAMEDIAPKWY.SOUTHGASPUMPCANOPYUNDERGROUNDTANKP=456.8FF=457.3H-007H-006S-001S-005S-008TRASHEVH-010EVS-011C-013S-017LAMEDIAPKWY.NORTH4,160SF4,200SF1,420SFCONVENIENCESTORECARWASHAPERMANENTTURNAROUND*N2021-10-27 PC Agenda Page 88 of 207
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R
d
Proctor Valley Rd
O tayLakesR dOlympic PkyTelegraph Canyon RdGas Station #2
Gas Station #3
Gas Station #1
N
Figur e 3
Gas Station Location
HomeFed Cor poration V8W Parcel B Gas Station
Technical Memorandum
!(Gas Station Location
0 10.5 Miles
Proposed
Projec t ^
2021-10-27 PC Agenda Page 89 of 207
HomeFed Corporation V8W Parcel B Gas Station
Technical Memorandum
Page 5
·Gas Station #2 – 2210 Otay Lakes Road, Chula Vista, CA 91915 – This gas station includes a 2,600
SF convenience store that operates 24/7. The 12 gas pumps and drive-through carwash also
operate 24/7. There are 12 standard parking spaces, one ADA parking space, and two vacuum
parking spaces available at this location.
·Gas Station #3 – 1382 E Palomar Street, Chula Vista, CA 91910 – This gas station includes a 2,600
SF convenience store that operates from 5:30 AM to 12:00 AM. The eight gas pumps and drive-
through carwash operate 24/7. There are six standard parking spaces, one ADA parking space, and
two vacuum parking spaces available at this location.
Due to the COVID-19 pandemic, current daily travel patterns do not reflect traffic conditions prior to COVID-
19. However, a downtrend in COVID-19 cases throughout San Diego County was observed at the beginning
of January 2021. Therefore, with the approval of the City, it was deemed appropriate to conduct field
observations between January 13, 2021 and January 23, 2021.
Data Collection
Field observations were conducted between January 13 and January 23, 2021. For each gas station, during
one weekday and one weekend day, data was collected for twelve hours from 7:00 AM to 7:00 PM. Field
staff manually counted the number of vehicles that parked and summarized the data at 15-minute intervals.
Each vehicle was observed to park at a gas pump, vacuum bay, or parking space designated for retail.
Additionally, the driver of each parked vehicle was observed to note the purpose of their visit, including
mixed-uses such as washing their car after pumping gas. The full list of observed uses – gas, retail, vacuum,
or carwash and any combination of these four – is provided in Attachment A. Other field observations
included in this data collection effort include the following:
·Hours of operation
·Available parking spaces
·Number of gas pumps
·Quantity of retail space (SF)
·Queue length of vehicles utilizing carwash
Based on field observations, drivers used the on-site parking spaces located in front of the retail area
exclusively for retail purposes. In other words, drivers that parked their vehicles at these spaces were
observed using the gas station only to visit the convenience store. Therefore, the parking analysis in the
following section focuses only on the parking demand associated with the retail components of each
observed gas station.
Parking Analysis
The parking requirement for the retail component was calculated based on the square footage of the retail
space. Parking rates were calculated at 15-minute intervals for the two observation days at each of the
three gas stations. Parking rates were calculated using the following equation:
Parking Rate = Parking Demand
Retail Space
2021-10-27 PC Agenda Page 90 of 207
HomeFed Corporation V8W Parcel B Gas Station
Technical Memorandum
Page 6
Table 1 provides a summary of the calculated average parking rates and maximum parking rates
experienced at each gas station.
Table 1 Parking Rates for Retail Uses at a Gas Station
Location
Average Parking Rates
(parking spaces/1,000 SF)
Maximum Parking Rates
(parking spaces/1,000 SF)
Weekday Weekend Weekday Weekend
Gas Station #1 2.2 2.1 3.5 3.2
Gas Station #2 2.0 1.4 3.5 3.1
Gas Station #3 1.0 1.0 2.3 2.3
Note:
Maximum parking rate is the parking rate that occurred when a gas station experienced the
highest demand for parking during the period of observation (weekday or weekend day).
As shown in Table 1, parking rates for Gas Station #3 were observed to be much lower when compared to
Gas Station #1 and Gas Station #2. Therefore, as a conservative approach, data from Gas Station #3 was
excluded from the parking rate calculations.
Additionally, the maximum parking rates, ranging from 3.1 to 3.5 parking spaces per 1,000 SF of retail space,
were significantly greater than the average parking rates, which ranged from 1.4 to 2.2 parking spaces per
1,000 SF of retail space. It should be noted that the maximum parking rates occurred infrequently and,
except for one occasion, parking rates of 3.1 or more did not occur consecutively.Figure 4 displays the
frequency in which a parking rate occurred at Gas Station #1 or Gas Station #2 during a weekday or
weekend day.
Figure 4 Frequency of Parking Rates
As shown in Figure 4, parking rates of 3.1 or more only occur 17 of the 192 total periods of observation, or
approximately 8.8% of the time. In contrast, the most common parking rate was 2.3 and approximately
77% (148 out of 192) of the time the parking rates did not exceed this. Given this information, it was
deemed necessary to reduce the effect outlier data would have on the minimum parking requirement. As
10
2
8 9 7
19
7
41
45
12
6
9
2
9
6
0
5
10
15
20
25
30
35
40
45
50
0 0.4 0.8 1.2 1.3 1.5 1.6 1.9 2.3 2.6 2.7 2.9 3.1 3.2 3.5Frequency
Parking Utilization (# of spaces / 1,000 SF retail)
2021-10-27 PC Agenda Page 91 of 207
HomeFed Corporation V8W Parcel B Gas Station
Technical Memorandum
Page 7
such, in coordination with City Staff, the 85th percentile parking rate was calculated and used as the
minimum parking requirement. The 85th percentile parking rate is the parking rate where 85 percent of all
the data points fall beneath, which results in 163.2 out of the 192 total periods of observation. This results
in a parking rate that is greater than the average without being skewed heavily by outlier data points.
This approach resulted in a minimum parking requirement of 2.7 parking spaces per 1,000 SF of retail space.
This parking requirement exceeds the average parking rates shown in Table 1. Based on this calculated
minimum parking rate and the square footage of the retail space (4,200 SF), the Proposed Project is
required to provide a minimum of 11 parking spaces. Parking analysis calculations are provided in
Attachment A.
Carwash Queue Analysis
Based on the Proposed Project site plan, the available storage length for vehicles to queue prior to entering
the carwash is 127 feet or approximately five vehicles (25 ft/vehicle). Based on the field observation (shown
in Appendix A), the maximum number of vehicles observed using carwash within a 15-minute period were
three vehicles. Thus, the total available storage length would exceed the maximum demand observed in
the field. The Proposed Project will also install a “Do Not Block” sign at the southern driveway to further
prevent vehicles from queueing at the driveway which could potentially block access to the site or cause
queue spillback along La Media Parkway South. Finally, it is important to note that the carwash operator
will meet and confer with the City should any unanticipated queuing issues result from the project that
affect public streets.
Conclusion
The Proposed Project should provide a minimum of 11 parking spaces to be consistent with the parking
ratio of 2.7 parking spaces per 1,000 SF of retail space, which was determined based on counts and
observations at similar uses. In addition, based on field observation of similar sites, vehicle queuing for
carwash will not spill onto La Media Parkway South.
2021-10-27 PC Agenda Page 92 of 207
HomeFed Corporation V8W Parcel B Gas Station
Technical Memorandum
Attachments
Attachment A
Data Collection and Parking Analysis
2021-10-27 PC Agenda Page 93 of 207
Location Standard 12 Retail SF 3100
Date Retail 24 hours ADA 3 Gas Pumps 12
Analyst Carwash 24 hours Vaccum 2 Peak Hours 16:00 - 19:00
Time G-O G+R R+W W-O V-O R-O Air
Total
Vehicles
Retail
Associated
Parking
Parking Rate
(Space/ksf)
7:00 3 2 0 0 0 7 0 12 7 2.3
7:15 7 2 0 0 0 4 0 13 4 1.3
7:30 5 2 1 1 0 5 1 15 6 1.9
7:45 5 4 0 0 0 6 0 15 6 1.9
8:00 12 3 0 0 0 4 3 22 4 1.3
8:15 5 0 0 0 0 5 0 10 5 1.6
8:30 11 2 0 0 0 4 0 17 4 1.3
8:45 12 3 0 0 0 6 0 21 6 1.9
9:00 12 4 0 0 0 4 1 21 4 1.3
9:15 4 1 0 2 0 5 1 13 5 1.6
9:30 8 1 0 1 0 6 1 17 6 1.9
9:45 6 4 0 0 1 8 0 19 8 2.6
10:00 9 3 0 0 0 6 1 19 6 1.9
10:15 12 1 0 1 0 9 1 24 9 2.9
10:30 13 4 0 0 0 5 1 23 5 1.6
10:45 10 1 0 1 1 7 1 21 7 2.3
11:00 8 2 0 0 0 6 0 16 6 1.9
11:15 0 0 0 0 0 0 0 0 0 0
11:30 9 1 0 1 0 4 0 15 4 1.3
11:45 11 3 0 0 0 7 1 22 7 2.3
12:00 12 2 1 2 1 8 1 27 9 2.9
12:15 14 3 0 1 0 7 0 25 7 2.3
12:30 12 3 0 0 0 7 1 23 7 2.3
12:45 14 4 0 1 1 8 0 28 8 2.6
13:00 11 2 1 1 0 9 2 26 10 3.2
13:15 12 3 0 0 0 7 2 24 7 2.3
13:30 9 2 0 1 0 8 0 20 8 2.6
13:45 12 2 0 1 0 6 0 21 6 1.9
14:00 12 2 0 1 0 6 1 22 6 1.9
14:15 12 1 0 2 0 10 1 26 10 3.2
14:30 12 5 0 0 0 6 0 23 6 1.9
14:45 12 2 0 2 0 10 1 27 10 3.2
15:00 16 3 0 2 0 8 0 29 8 2.6
15:15 15 5 0 0 2 6 0 28 6 1.9
15:30 12 2 0 0 0 7 2 23 7 2.3
15:45 12 3 0 2 0 8 0 25 8 2.6
16:00 19 2 0 2 0 11 1 35 11 3.5
16:15 15 2 0 0 0 11 0 28 11 3.5
16:30 12 1 0 1 0 8 2 24 8 2.6
16:45 13 2 0 2 0 7 0 24 7 2.3
17:00 21 3 0 1 1 7 0 33 7 2.3
17:15 19 4 0 0 1 11 0 35 11 3.5
17:30 13 2 0 0 2 7 1 25 7 2.3
17:45 16 4 0 0 0 10 1 31 10 3.2
18:00 17 2 0 0 0 8 0 27 8 2.6
18:15 14 0 0 0 0 11 1 26 11 3.5
18:30 12 2 0 0 0 7 0 21 7 2.3
18:45 17 2 0 0 0 9 1 29 9 2.9
2115 Olympic Pkwy, Chula Vista, CA 91915
1/13/2021
Alexsander Rivera Aguilar
Hours of Operation
Parking Spaces
Notes other items that may affect parking here such as a Redbox etc: 4 people put gas and while the gas fueling the car, they went to
starbucks nearby @ 7:15,7:30,8:45,9:15
Other
2021-10-27 PC Agenda Page 94 of 207
Location Standard 12 Retail SF 3100
Date Retail 24 hours ADA 2 Gas Pumps 12
Analyst Carwash 24 hours Vaccum 2 Peak Hours 11:30-14:30
Time G-O G+R G+R+W G+W R+W W-O V-O G+V R-O Air Total Vehicles
Retail
Associated
Parking
Parking Rate
(Space / ksf)
7:00 10 1 0 1 0 0 0 0 4 0 16 4 1.3
7:15 8 3 0 1 0 0 0 0 4 0 16 4 1.3
7:30 6 4 0 0 1 1 0 0 6 1 19 7 2.3
7:45 11 2 0 0 0 1 0 0 6 0 20 6 1.9
8:00 13 2 0 1 0 2 0 0 6 0 24 6 1.9
8:15 13 1 0 0 0 1 1 0 10 2 28 10 3.2
8:30 12 1 0 2 2 1 0 0 6 1 25 8 2.6
8:45 12 2 0 1 0 4 0 0 6 3 28 6 1.9
9:00 12 3 0 0 0 2 1 0 6 3 27 6 1.9
9:15 13 2 0 1 0 0 0 0 9 1 26 9 2.9
9:30 19 3 0 1 0 0 0 0 5 2 30 5 1.6
9:45 11 3 0 0 1 2 0 0 4 1 22 5 1.6
10:00 10 1 0 0 1 1 0 0 6 1 20 7 2.3
10:15 20 2 0 0 0 1 1 0 8 1 33 8 2.6
10:30 18 2 0 0 0 2 1 0 8 1 32 8 2.6
10:45 15 3 0 0 0 0 1 0 5 0 24 5 1.6
11:00 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 16 3 0 0 0 3 0 0 10 0 32 10 3.2
11:45 17 2 1 0 1 3 1 0 7 1 33 8 2.6
12:00 17 2 0 1 0 3 1 0 7 1 32 7 2.3
12:15 22 4 0 0 0 1 1 0 7 0 35 7 2.3
12:30 17 2 0 0 0 1 0 0 10 1 31 10 3.2
12:45 17 3 0 0 0 2 2 0 7 1 32 7 2.3
13:00 16 2 0 0 0 2 0 1 6 0 27 6 1.9
13:15 14 2 0 0 0 2 0 0 8 0 26 8 2.6
13:30 23 2 0 0 0 1 0 0 9 0 35 9 2.9
13:45 20 1 0 0 0 1 1 0 7 0 30 7 2.3
14:00 17 3 0 0 0 1 0 0 5 0 26 5 1.6
14:15 12 3 0 1 0 2 1 0 7 1 27 7 2.3
14:30 15 2 0 0 0 0 0 0 9 0 26 9 2.9
14:45 17 2 0 0 0 1 0 0 7 1 28 7 2.3
15:00 17 1 0 0 0 0 0 0 7 1 26 7 2.3
15:15 15 3 0 0 0 1 0 0 7 0 26 7 2.3
15:30 17 3 0 0 0 2 0 0 6 1 29 6 1.9
15:45 19 1 0 0 0 0 0 0 7 1 28 7 2.3
16:00 18 2 0 0 0 1 0 0 6 0 27 6 1.9
16:15 17 1 0 2 1 2 0 0 9 0 32 10 3.2
16:30 16 2 0 0 0 0 0 0 7 1 26 7 2.3
16:45 16 3 0 0 0 1 0 0 9 1 30 9 2.9
17:00 0 0 0 0 0 0 0 0 0 0 0 0 0
17:15 0 0 0 0 0 0 0 0 0 0 0 0 0
17:30 11 3 0 0 0 0 0 0 7 1 22 7 2.3
17:45 17 2 0 0 0 1 0 0 9 1 30 9 2.9
18:00 15 2 0 1 0 1 1 0 6 2 28 6 1.9
18:15 15 1 0 0 0 2 0 0 9 0 27 9 2.9
18:30 15 3 0 1 1 0 0 0 9 3 32 10 3.2
18:45 12 2 0 1 0 0 0 0 6 2 23 6 1.9
2115 Olympic Pkwy, Chula Vista, CA 91915
1/16/2021
Alexsander Rivera Aguilar
Notes other items that may affect parking here such as a Redbox etc: 2 people put gas and while the gas fueling the car, they went to starbucks nearby @ 7:00,8:15
1 person used the gas station to clean their windows @ 7:45
W+V: 15:30
Parking Spaces Other
Hours of Operation
2021-10-27 PC Agenda Page 95 of 207
Location Standard 12 Retail SF 2600
Date Retail 24 hours ADA 1 Gas Pumps 12
Analyst Carwash 24 hours Vaccum 2 Peak Hours 14:30-17:30
Time G-O G+R G+R+W G+W R+W W-O V-O G+V R-O Air
Total
Vehicles
Retail
Associated
Parking
Parking Rate
(Space / ksf)
7:00 5 2 0 0 0 1 1 0 5 0 14 5 1.9
7:15 4 0 0 0 0 0 0 0 6 0 10 6 2.3
7:30 6 4 0 1 0 0 1 0 5 0 17 5 1.9
7:45 8 1 0 0 0 0 0 0 6 2 17 6 2.3
8:00 8 2 0 0 0 1 0 0 5 0 16 5 1.9
8:15 8 2 0 0 0 0 0 0 6 0 16 6 2.3
8:30 8 0 0 0 0 2 0 0 7 1 18 7 2.7
8:45 11 2 0 0 0 1 0 0 5 0 19 5 1.9
9:00 4 2 0 0 0 2 0 0 4 0 12 4 1.5
9:15 3 0 0 0 0 0 0 0 6 1 10 6 2.3
9:30 8 3 0 0 0 1 0 0 4 0 16 4 1.5
9:45 5 0 1 1 0 1 0 0 3 0 11 3 1.2
10:00 5 3 0 0 0 2 0 0 4 0 14 4 1.5
10:15 8 1 0 1 0 1 0 0 5 0 16 5 1.9
10:30 9 4 0 1 0 2 0 1 4 1 22 4 1.5
10:45 6 2 0 1 0 1 0 0 6 0 16 6 2.3
11:00 10 1 0 1 0 1 0 0 4 0 17 4 1.5
11:15 5 3 0 1 0 0 0 0 3 0 12 3 1.2
11:30 8 1 0 0 0 1 0 0 2 1 13 2 0.8
11:45 9 0 0 0 0 1 0 0 5 0 15 5 1.9
12:00 12 1 0 1 0 2 0 0 9 0 25 9 3.5
12:15 0 0 0 0 0 0 0 0 0 0 0 0 0
12:30 6 1 0 0 0 1 1 0 6 0 15 6 2.3
12:45 8 2 0 0 0 2 0 0 5 0 17 5 1.9
13:00 11 1 0 1 0 0 0 0 6 0 19 6 2.3
13:15 10 1 0 2 0 1 0 0 7 0 21 7 2.7
13:30 8 3 0 0 0 2 0 0 7 1 21 7 2.7
13:45 10 1 0 0 0 2 0 0 5 0 18 5 1.9
14:00 11 1 0 0 0 2 0 0 5 0 19 5 1.9
14:15 6 1 0 1 0 1 0 0 2 0 11 2 0.8
14:30 11 1 0 0 0 1 0 0 6 1 20 6 2.3
14:45 11 4 0 0 1 1 0 0 2 0 19 3 1.2
15:00 11 1 0 1 0 0 0 0 6 2 21 6 2.3
15:15 12 1 1 1 0 1 0 0 4 0 20 4 1.5
15:30 12 1 0 0 0 2 0 0 8 3 26 8 3.1
15:45 14 1 0 2 0 1 0 0 2 0 20 2 0.8
16:00 7 2 0 1 0 3 0 1 9 0 23 9 3.5
16:15 13 3 0 0 0 2 0 0 5 1 24 5 1.9
16:30 12 0 0 2 0 3 0 0 6 0 23 6 2.3
16:45 11 0 0 0 0 0 0 0 6 1 18 6 2.3
17:00 13 2 0 0 1 2 0 0 5 0 23 6 2.3
17:15 12 2 0 0 0 0 0 0 6 0 20 6 2.3
17:30 9 2 0 0 1 1 0 0 6 0 19 7 2.7
17:45 12 2 0 0 0 1 0 0 5 1 21 5 1.9
18:00 12 1 0 0 0 0 0 0 6 1 20 6 2.3
18:15 12 3 0 0 0 1 1 0 6 0 23 6 2.3
18:30 7 0 0 0 0 0 1 0 6 0 14 6 2.3
18:45 12 3 0 0 1 0 0 0 6 2 24 7 2.7
Parking Spaces Other
2210 Otay Lakes Rd, Chula Vista, CA 91915 Hours of Operation
1/14/2021
Alexsander Rivera Aguilar
2021-10-27 PC Agenda Page 96 of 207
Location Standard 12 Retail SF 2600
Date Retail 24 hours ADA 1 Gas Pumps 12
Analyst Carwash 24 hours Vaccum 2 Peak Hours 11:30-14:30
Time G-O G+R G+R+W G+W R+W W-O V-O G+V R-O Air
Total
Vehicles
Retail
Associated
Parking
Parking Rate
(Space / ksf)
7:00 4 1 0 0 0 1 0 0 2 1 9 2 0.8
7:15 4 1 0 0 0 0 0 0 1 0 6 1 0.4
7:30 6 3 0 0 0 2 0 0 3 1 15 3 1.2
7:45 3 2 0 0 0 0 0 0 4 0 9 4 1.5
8:00 2 1 1 0 0 0 0 0 3 0 7 3 1.2
8:15 7 1 0 0 0 1 0 0 4 0 13 4 1.5
8:30 5 1 0 0 0 0 0 0 3 0 9 3 1.2
8:45 5 0 0 1 0 1 0 0 4 0 11 4 1.5
9:00 9 0 1 0 0 0 0 0 6 1 17 6 2.3
9:15 9 2 0 0 0 3 0 0 3 0 17 3 1.2
9:30 16 2 0 0 0 0 0 0 4 0 22 4 1.5
9:45 12 0 0 1 1 0 0 0 5 0 19 6 2.3
10:00 11 3 0 0 1 0 0 0 6 0 21 7 2.7
10:15 8 2 1 1 0 0 0 0 5 0 17 5 1.9
10:30 12 3 0 0 1 1 0 0 3 0 20 4 1.5
10:45 7 2 0 0 0 2 0 0 5 1 17 5 1.9
11:00 0 0 0 0 0 0 0 0 0 0 0 0 0
11:15 0 0 0 0 0 0 0 0 0 0 0 0 0
11:30 13 2 0 0 0 2 0 0 5 0 22 5 1.9
11:45 12 5 0 0 0 4 0 0 5 0 26 5 1.9
12:00 11 1 0 0 0 1 0 0 4 0 17 4 1.5
12:15 7 1 1 0 1 1 0 1 7 1 20 8 3.1
12:30 10 1 0 1 0 0 0 0 4 0 16 4 1.5
12:45 9 1 1 0 0 1 0 0 4 1 17 4 1.5
13:00 14 1 0 0 0 0 0 0 4 0 19 4 1.5
13:15 11 3 0 0 1 1 0 0 5 2 23 6 2.3
13:30 12 1 0 0 1 1 1 0 4 0 20 5 1.9
13:45 6 0 0 0 0 2 1 0 1 1 11 1 0.4
14:00 8 1 0 0 0 1 0 0 2 0 12 2 0.8
14:15 13 0 0 0 0 1 0 0 4 1 19 4 1.5
14:30 6 0 0 0 0 4 0 0 5 0 15 5 1.9
14:45 7 2 0 1 0 1 0 0 6 0 17 6 2.3
15:00 6 2 0 0 0 0 0 0 5 1 14 5 1.9
15:15 12 0 0 0 0 0 0 0 4 2 18 4 1.5
15:30 7 2 0 0 0 1 0 0 3 0 13 3 1.2
15:45 0 0 0 0 0 0 0 0 0 0 0 0 0
16:00 0 0 0 0 0 0 0 0 0 0 0 0 0
16:15 9 1 0 0 0 5 0 0 6 2 23 6 2.3
16:30 7 1 0 1 1 2 0 0 4 0 16 5 1.9
16:45 10 1 0 0 0 0 0 0 3 0 14 3 1.2
17:00 9 0 0 0 0 0 0 0 4 0 13 4 1.5
17:15 10 1 0 0 1 1 0 0 1 0 14 2 0.8
17:30 12 1 0 0 0 0 0 0 5 0 18 5 1.9
17:45 3 2 0 0 0 0 0 0 2 0 7 2 0.8
18:00 6 2 0 0 0 0 0 0 5 0 13 5 1.9
18:15 7 1 0 0 0 0 0 0 2 1 11 2 0.8
18:30 6 1 0 1 0 0 0 0 5 0 13 5 1.9
18:45 12 3 0 0 0 2 0 0 4 0 21 4 1.5
Parking Spaces Other
2210 Otay Lakes Rd, Chula Vista, CA 91915 Hours of Operation
1/17/2021
Alexsander Rivera Aguilar
Notes other items that may affect parking here such as a Redbox etc: W+V: 16:45
@ 16:45, there was a queue of 3 cars for the car wash
a large group of motorcyclist from 9:30-10:00
2021-10-27 PC Agenda Page 97 of 207
Location Standard 6 Retail SF 2600
Date Retail 5:30AM-12:00 AM ADA 1 Gas Pumps 8
Analyst Carwash 24/7 Vaccum 2 Peak Hours 16:00 - 19:00
Time G-O G+R W-O V-O R-O Air
Total
Vehicles
Retail Associated
Parking
Parking Rate
(Space / ksf)
7:00 7 0 0 0 3 0 10 3 1.2
7:15 6 2 0 0 3 0 11 3 1.2
7:30 7 1 0 0 2 0 10 2 0.8
7:45 5 1 0 0 0 0 6 0 0
8:00 5 1 0 0 0 1 7 0 0
8:15 6 2 0 0 3 0 11 3 1.2
8:30 4 2 0 0 3 0 9 3 1.2
8:45 3 2 0 0 3 0 8 3 1.2
9:00 5 2 0 0 1 0 8 1 0.4
9:15 6 0 0 0 1 0 7 1 0.4
9:30 4 1 0 0 2 1 8 2 0.8
9:45 5 1 0 0 2 0 8 2 0.8
10:00 6 0 0 0 3 1 10 3 1.2
10:15 6 0 0 0 1 0 7 1 0.4
10:30 7 1 0 0 2 0 10 2 0.8
10:45 9 2 0 0 3 0 14 3 1.2
11:00 4 2 0 0 1 0 7 1 0.4
11:15 7 2 0 0 3 0 12 3 1.2
11:30 0 0 0 0 0 0 0 0 0
11:45 0 0 0 0 0 0 0 0 0
12:00 7 2 0 0 4 0 13 4 1.5
12:15 9 1 0 0 2 0 12 2 0.8
12:30 10 2 0 0 2 0 14 2 0.8
12:45 6 0 0 0 2 0 8 2 0.8
13:00 9 1 0 0 2 0 12 2 0.8
13:15 7 1 0 0 2 0 10 2 0.8
13:30 8 3 0 0 3 2 16 3 1.2
13:45 8 0 0 0 2 0 10 2 0.8
14:00 6 1 0 0 3 0 10 3 1.2
14:15 12 1 0 0 3 0 16 3 1.2
14:30 11 2 0 1 2 0 16 2 0.8
14:45 9 0 0 0 3 1 13 3 1.2
15:00 9 2 0 0 4 2 17 4 1.5
15:15 13 1 0 0 3 0 17 3 1.2
15:30 12 2 0 0 5 0 19 5 1.9
15:45 10 2 0 0 2 1 15 2 0.8
16:00 9 2 0 0 3 0 14 3 1.2
16:15 12 2 0 0 3 1 18 3 1.2
16:30 12 1 0 0 4 1 18 4 1.5
16:45 11 1 0 0 4 1 17 4 1.5
17:00 9 1 0 0 5 0 15 5 1.9
17:15 12 1 0 0 4 0 17 4 1.5
17:30 11 0 0 0 5 3 19 5 1.9
17:45 9 1 0 0 6 3 19 6 2.3
18:00 10 2 1 0 5 2 20 5 1.9
18:15 10 1 0 0 4 0 15 4 1.5
18:30 7 0 0 0 4 1 12 4 1.5
18:45 9 2 0 0 3 0 14 3 1.2
Parking Spaces Other
Hours of Operation1382 E Palomar St, Chula Vista, CA 91910
1/19/2021
Alexsander Rivera Aguilar
Notes other items that may affect parking here such as a Redbox etc: in Apendix
Amazon: 1 Redbox:2
Occupying Space for Long Period: 7:15-7:45, 7:15-8:45, 7:45-15:45, 9:45-11:00
2021-10-27 PC Agenda Page 98 of 207
Location Standard 6 Retail SF 2600
Date Retail 5:30AM-12:00 AM ADA 1 Gas Pumps 8
Analyst Carwash 24/7 Vaccum 1 Peak Hours 14:30 - 18:00
Time G-O G+R W-O V-O R-O Air
Total
Vehicles
Retail Associated
Parking
Parking Rate
(Space / ksf)
7:00 6 0 0 0 1 0 7 1 0.4
7:15 0 0 0 0 1 0 1 1 0.4
7:30 4 1 0 0 1 0 6 1 0.4
7:45 2 2 0 0 0 0 4 0 0
8:00 5 2 0 0 2 0 9 2 0.8
8:15 4 1 0 0 1 0 6 1 0.4
8:30 4 0 0 0 1 1 6 1 0.4
8:45 1 2 0 0 2 1 6 2 0.8
9:00 6 1 0 0 2 0 9 2 0.8
9:15 6 1 0 0 3 1 11 3 1.2
9:30 5 0 0 0 1 0 6 1 0.4
9:45 6 1 0 0 1 0 8 1 0.4
10:00 6 0 0 0 0 1 7 0 0
10:15 6 1 0 0 2 0 9 2 0.8
10:30 8 2 1 0 2 1 14 2 0.8
10:45 6 1 0 0 3 1 11 3 1.2
11:00 0 0 0 0 0 0 0 0 0
11:15 0 0 0 0 0 0 0 0 0
11:30 10 1 0 0 4 0 15 4 1.5
11:45 5 2 0 0 4 1 12 4 1.5
12:00 10 2 0 0 2 0 14 2 0.8
12:15 7 3 0 0 3 0 13 3 1.2
12:30 11 3 0 1 2 1 18 2 0.8
12:45 12 2 0 0 4 0 18 4 1.5
13:00 9 2 0 0 4 0 15 4 1.5
13:15 8 2 0 0 2 0 12 2 0.8
13:30 10 3 0 0 6 0 19 6 2.3
13:45 6 1 0 0 2 1 10 2 0.8
14:00 5 1 0 0 2 0 8 2 0.8
14:15 7 1 0 0 1 0 9 1 0.4
14:30 9 3 0 0 5 0 17 5 1.9
14:45 6 1 0 0 4 0 11 4 1.5
15:00 7 1 0 0 3 0 11 3 1.2
15:15 6 1 0 0 4 0 11 4 1.5
15:30 0 0 0 0 0 0 0 0 0
15:45 0 0 0 0 0 0 0 0 0
16:00 9 1 0 0 6 4 20 6 2.3
16:15 9 3 0 0 5 0 17 5 1.9
16:30 11 3 0 0 3 1 18 3 1.2
16:45 8 1 0 0 5 0 14 5 1.9
17:00 10 3 0 0 3 0 16 3 1.2
17:15 6 1 0 0 2 0 9 2 0.8
17:30 5 0 0 0 3 0 8 3 1.2
17:45 7 1 0 0 5 0 13 5 1.9
18:00 6 4 0 0 5 0 15 5 1.9
18:15 6 2 0 1 3 0 12 3 1.2
18:30 6 2 0 0 3 0 11 3 1.2
18:45 6 1 0 0 5 0 12 5 1.9
Parking Spaces Other
1382 E Palomar St, Chula Vista, CA 91910 Hours of Operation
1/23/2021
Alexsander Rivera Aguilar
Notes other items that may affect parking here such as a Redbox etc:
Amazon box: 1
Occupying Space for Long Period: 7:00-13:00, 7:45-10:30, 12:00-17:15, 12:00-13:00, 13:30-14:00 Truck (2spaces), 14:30-15:15
2021-10-27 PC Agenda Page 99 of 207
Weekday Weekend Weekday Weekend
Gas Station 1 2.3 2.1 3.5 3.2
Gas Station 2 2.0 1.5 3.5 3.1
Gas Station 3 1.1 1.0 2.3 2.3
Average 1.8 1.5 3.1 2.9
All 3 Gas
Stations
1 and 2
only
Project
Size
Maximum Average Rate 3.1 -
Parking Required 13 -
Average Rate 2.3 -
Parking Required 10 -
85th Percentile Range 2.6 2.7
Parking Required 11 12
Parking Rates Frequency
0 10
0.4 2
0.8 8
1.2 9
1.3 7
1.5 19
1.6 7
1.9 41
2.3 45
2.6 12
2.7 6
2.9 9
3.1 2
3.2 9
3.5 6
Total 192
Average Max
4200
0
5
10
15
20
25
30
35
40
45
50
0 0.4 0.8 1.2 1.3 1.5 1.6 1.9 2.3 2.6 2.7 2.9 3.1 3.2 3.5
Parking Rate
Frequency
2021-10-27 PC Agenda Page 100 of 207
Attachment 5
Page 1
Exhibit 9.1 - Village 8 West Design Review Compliance Checklist
Has the project complied with all of the submittal requirements for Design Review (Chapter 9)?
Building Height: Is the building height consistent with the Transect Standards (Chapter 3)?
Building Setback: Is the building setback from the street consistent with the Transect Standards
(Chapter 3)?
Building Use: Are the proposed uses within the building consistent with the permitted land uses
for the transect (Chapter 3)?
Intensity: Is the intensity consistent with the Site Utilization Plan (SPA Plan) and the latest
Intensity Monitoring Tables (Appendix J)?
Intensity Transfer: Will an Intensity Transfer be required? If so, has the Zoning Administrator
approved the transfer?
Parking: Does the building provide adequate parking spaces for the intended uses, based on
(circle one):
a. A shared or managed parking program previously approved;
b. An adequate shared or managed parking program submitted with the application;
c. Conventional City parking standards; or,
d. Building Type Standards (Chapter 3)
Parking circulation design: Is the design of parking circulation, gates, backup spacing, turning
radii, and stacking distances adequate for the intended use(s)?
Parking Space Sizes: Are the parking space sizes adequate for the use(s) intended?
On Street Parking: If on street parking is being used to satisfy part of the parking requirement,
have these spaces been used for a previously approved project? N/A
Parking Structure: If a parking structure is proposed that fronts on the street, has the street
level been designed to enhance a pedestrian’s experience by (circle all that apply): N/A
a. Appearance softened with landscaping;
b. Street level shops or uses other than parking structure;
c. Architecturally treated to provide an attractive finished look or art wall; or,
d. Other acceptable technique.
Loading Areas: Are the loading areas designed to minimize disruption to pedestrian and vehicular
traffic?
Trash: Are trash receptacles adequately located out of or screened from public view?
Encroachments: If encroachments into the public right-of-way are being proposed, do these
encroachments create any unacceptable public risks that are not addressed by the
application? Has an encroachment permit been submitted? N/A
Parks: Is the project consistent with the park requirements? N/A
Affordable Housing: Is the project consistent the Village 8 West SPA Affordable Housing Plan?
N/A
Subdivision: Does the project comply with the Conditions of Approval for the subdivision?
2021-10-27 PC Agenda Page 101 of 207
Attachment 5
Page 2
Landscaping: Does the project comply with the landscape requirements and the Village 8 West
Landscape Master Plan (See Section 9.3.6), and Town Center Master Precise Plan (See Section
9.3.7), as applicable?
Lighting: Does the lighting plan describe the location, type, and shielding required to minimize
impacts to adjoining properties (See Section 4.2.5)?
Architecture: Is the architectural design consistent with the community design requirements for
each Transect (Chapter 4)?
Pedestrian System: Does the project integrate with the pedestrian system?
Property Ownership: Does the project require approval from other property owners and has this
approval been submitted (Chapter 9)?
Recommendation: Has a recommendation for approval, modification or denial of the proposed
project been provided from the Master Developer (Chapter 9)?
Monitoring Tables: Have the Monitoring Tables been provided as required (Chapter 9)?
Design Review: Does the project require Design Review by the Planning Commission or Zoning
Administrator (Chapter 9)?
Water Quality: Do the plans demonstrate consistency with any applicable approved on-site Best
Management Practices (BMPs) and Low Impact Development (LID) design strategies in conformance
with the City’s Storm Water Manual? February 2020 9-11
2021-10-27 PC Agenda Page 102 of 207
Intensity Transfer 2021: Approved Commercial Square Footage Allocation
2021-10-27 PC Agenda Page 103 of 207
RESOLUTION NO. CUP20-0018
RESOLUTION OF THE CITY OF CHULA VISTA PLANNING
COMMISSION APPROVING CONDITIONAL USE PERMIT, CUP20-
0018, TO ALLOW A CONVENIENCE STORE WITH ALCOHOL
SALES, A GAS STATION, AND A CARWASH ON A 1.2-ACRE SITE
LOCATED NORTH OF THE LA MEDIA PARKWAY AND MAIN
STREET COUPLET IN OTAY RANCH VILLAGE 8 WEST
WHEREAS, on September 2, 2020, a duly verified application for a Conditional Use Permit for a
Convenience Store, Gas Station and Car Wash (the “Project”) was filed with the City of Chula Vista
Development Services Department by Land Solutions, Inc. (the “Applicant”); and
WHEREAS, pursuant to the Village 8 West Sectional Planning Area (SPA) Plan, a Conditional
Use Permit is required for a convenience store selling alcohol, for a gas station, and for a car wash in the
Town Center (TC) zone; and
WHEREAS, the application requests approval of a Conditional Use Permit to allow the use of
convenience store selling alcohol, a gas station and a car wash on a 1.2-acre site in the Village 8 West Town
Center; and
WHEREAS, the area of land which is the subject of the resolution is a 1.2-acre vacant parcel located
along the northern edge of the La Media Parkway and Main Street couplet, identified as Assessor Parcel
Number (APN) 644-071-2000 (Project Site); and
WHEREAS, The Director of Development Services has reviewed the proposed project for
compliance with the California Environmental Quality Act (CEQA) and has determined that the Project
was adequately covered in previously certified Final Environmental Impact Report (FEIR 10 -03) (SCH
#2010062093) for the Otay Ranch Sectional Planning Area SPA Plan - Village 8 West. Thus, no further
environmental review or documentation is required; and
WHEREAS, in accordance with Table 9.1 Summary of Discretionary Review, the Zoning
Administrator has reviewed the Project and recommends approval by the Planning Commission; and
WHEREAS, the hearing was held at the time and place as advertised, before the Planning
Commission, and the hearing was thereafter closed.
NOW, THEREFORE, BE IT RESOLVED by the City of Chula Vista Planning Commission, that
it hereby makes the following findings:
1. That the proposed use at this location is necessary or desirable to provide a service or
facility that will contribute to the general well -being of the neighborhood or the
community.
The proposed use is desirable in this location because it provides necessary automobile-
oriented services at the junction of two high-volume roads travelled by the business community
and residents. Locating this use within the community will contribute to the general well-being
of the community by increasing convenience to business and residential users and reducing
vehicle-miles driven for people in need of gasoline, car wash, and other automobile -oriented
services.
2021-10-27 PC Agenda Page 104 of 207
Resolution No. CUP20-0018
Page 2
2. That such use will not, under the circumstances of the particular case, be detrimental to
the health, safety or general welfare of persons residing or working in the vicinity or
injurious to property or improvements in the vicinity.
The proposed use has been reviewed by City staff and appropriate conditions have been
attached to ensure that health, safety, and general welfare are not endangered. Fuel storage
tanks and pumps will comply with all State and Federal laws regulating such facilities for
environmental safety.
The proposed development has been found to be consistent with the requirements of Chula
Vista Municipal Code (CVMC) 19.58.280 for Service Stations, including requirements that it
not cause traffic hazards or undue congestion, that it be located on proper ty abutting the
intersection of major or collector streets (La Media Parkway and Main Street), will not be a
nuisance to residences or other surrounding uses (it is located on a property designated in the
Otay Ranch Village 8 West SPA Plan for commercial services), and landscaped in accordance
with the Master Landscape Plan for Village 8 West.
3. That the proposed use will comply with the regulations and conditions specified in this
code for such use.
The proposed development is regulated by the Otay Ranch Village 8 West SPA and the Village
8 West Town Center Master Precise Plan, both of which designate it as Parcel B of the TC -
Town Center, which allows automobile related uses, including convenience markets with
alcohol sales, gas stations, and car washes, with approval of a Conditional Use Permit. The
proposed uses have been reviewed and determined to comply with all applicable development
regulations of the Village 8 West SPA Plan, the Master Precise Plan, and the Master Landscape
Plan.
4. That the granting of this Conditional Use Permit will not adversely affect the General
Plan of the City or the adopted plan of any governmental agency.
The proposed development has been reviewed against the City General Plan, the Otay Ranch
Village 8 West SPA Plan, the Landscape Master Plan, and the Village 8 West Town Center
Master Precise Plan and has been found to be consistent with all applicable regulations and
requirements. The Project implements those plans, which designate the property for Town
Center development, including a wide mixture of uses, such as automobile-related and
supportive accessory uses to serve the neighborhood and community and will not adversely
affect the General Plan of the City of Chula Vista or the adopted plan of any governmental
agency
BE IT FURTHER RESOLVED that the Planning Commission, based on the findings above, hereby
approves the Conditional Use Permit subject to the following conditions:
I. The following shall be accomplished to the satisfaction of the Director of Development Services,
or designee, prior to issuance of Building Permits, unless otherwise specified:
2021-10-27 PC Agenda Page 105 of 207
Resolution No. CUP20-0018
Page 3
Planning Division
1. The Project Site shall be developed and maintained in accordance with the approved plans CUP20-
0018, which include a Site Plan, Civil Plans, Architecture Plans, and Landscape Plans on file in the
Development Services Department, Planning Division, the conditions contained herein, and Chula
Vista Municipal Code (the “Municipal Code” or “CVMC”) Title 19.
2. Prior to the issuance of the first Building Permit, the Applicant shall pay all applicable fees,
including any unpaid balances of permit processing fees for deposit account DDA-0739.
3. The colors and materials specified on the Building Plans must be consistent with the colors and
materials shown on the Project plans approved by the Planning Commission.
4. A graffiti resistant treatment shall be specified for all wall and building surfaces. This shall be
noted for any Building and Wall Plans. Additionally, the Project shall conform to CVMC Section
9.20.055 regarding graffiti control.
5. All roof appurtenances, including air conditioners and other roof mounted equipment and/or
projections, shall be shielded from view and the sound buffered from adjacent properties and
streets. Such screening shall be architecturally integrated with the building design.
6. All ground mounted utility appurtenances such as transformers, air conditioning condensers, etc.,
shall be located out of public view and adequately screened through the use of a combination of
concrete or masonry walls, berming, and/or landscaping.
7. All exterior lighting shall include shielding to remove any glare from the adjacent property. Details
for said lighting shall be included in the Architectural Plans and shall be reviewed and approved
prior to the issuance of the first Building Permit.
8. The Applicant shall obtain approval of a Sign Permit for each sign. Signs shall comply with all
applicable requirements of the Municipal Code or the Applicant shall be required to submit a
Planned Sign Program for Planning Commission review and approval.
9. The Project shall comply with all mitigation measures specified in the Mitigation Monitoring and
Reporting Program for the Final Environmental Impact Report (FEIR 10-03) (SCH #2010062093)
for the Otay Ranch Sectional Planning Area SPA Plan - Village 8 West.
10. Prior to the approval of the first Building Permit, the designated noise consultant shall verify on
the Building Plans that construction of the carwash will incorporate the features and equipment as
specified in the approved Noise Study (prepared by Helix Environmental Planning on May 2021)
or equipment with equivalent or lower noise specifications. This measure shall ensure that no
nuisance noise is generated as a result of the operation of this facility.
11. Prior to final inspection, a final noise inspection will be conducted to verify that all equipment is
consistent with the equipment cited in the noise study prepared by Helix Environmental Planning
on May 2021 or with equipment with equivalent or lower noise specifications.
2021-10-27 PC Agenda Page 106 of 207
Resolution No. CUP20-0018
Page 4
12. Hours of operation for the carwash shall be limited to:
a. Weekdays: (7am to 10pm)
b. Weekends: (7am to 10pm)
Land Development Division/Landscape Architecture Division
13. Car washes are considered one of the industries regulated by the Metropolitan Industrial Was te
Program, since they are required to pre-treat their wastes before discharging to the Sewerage
System. These businesses are required to apply for an Industrial Waste Discharge Permit which is
regulated by the City of San Diego, Metropolitan Industrial Wastewater Control Program.
Applications for a permit should be obtained from Metropolitan Industrial Wastewater Control
Program, 9192 Topaz Way, San Diego, CA 92123-1119, Telephone: (858) 654-4100, Fax: (858)
654-4110. Prior to first Building Permit issuance, the Applicant shall provide proof of approved
permit from the City of San Diego, Metropolitan Industrial Wastewater Control Program.
14. The Applicant shall agree to not protest formation or inclusion in a maintenance district or zone for
the maintenance of landscape medians, scenic corridors along streets and public parks, within or
adjacent to the subject subdivision.
15. All driveways shall conform to the City of Chula Vista’s sight distance requirements in accordance
with Section 12.12.120 of the Municipal Code and Chula Vista standard drawing RWY-05 (Sight
Distance Requirements). Also, landscaping, street furniture, or signs shall not obstruct the visibility
of the driver at the street intersections or driveways.
16. The proposed Fire Access shall meet H-20 Loading requirements or shall be designed for a Traffic
Index (T.I.) of 5.
17. Prior to issuance of Grading, Construction, and Building Permits, the Applicant shall document on
applicable plans compliance with the requirements pertaining to Best Management Practices
(BMPs). The Applicant shall develop and implement post construction BMPs in accordance with
the most recent regulations at the time of Grading and Building Permit issuance.
18. The Applicant shall provide the City with proof of Pad Certification prior to issuance of any
Building Permit within the Project.
19. The infrastructure fronting the site shall be constructed and fully operational before the Final
Building Inspection, all to the satisfaction of the Director of the Development Services Department.
20. The Applicant shall obtain a Construction Permit for private utility connections to the public mains
prior to Building Permit issuance. This may be accommodated by either processing a construction
change to the Master Developer’s Improvement Plans or by applying for a separate Construction
Permit.
21. The Applicant shall obtain a Construction Permit to construct the private driveways and associated
signage and striping in the City’s right-of-way, prior to issuance of any Building Permit. This may
be accommodated by processing a construction change to the Master Developer’s Improvement
Plans.
2021-10-27 PC Agenda Page 107 of 207
Resolution No. CUP20-0018
Page 5
22. Before issuance of the first Building Permit, the Applicant shall provide a “Will Serve” letter from
Otay Water District.
23. The following fees may be adjusted based on the final Building Plans submitted:
a. Sewer Connection and Capacity Fees
b. Traffic Signal Fees
c. Public Facilities Development Impact Fees (PFDIF)
d. Eastern Transportation Development Impact Fees (ETDIF)
e. Other Engineering Fees as applicable per the Master Fee Schedule.
24. Prior to the approval of the first Building Permit, the Applicant shall submit duplicate copies of the
Project plans in digital format, such as (DXF) graphic file, on a CD or through e-mail based on
California State Plane Coordinate System (NAD 83, Zone 6) in accordance with the City’s
Guidelines for Digital Submittal. DXF file shall include a utility plan showing any and all proposed
sewer or storm drain on site.
25. The Applicant shall obtain a Land Development Permit prior to beginning any earthwork activities
at the site and before issuance of Building Permits in accordance with Municipal Code Chapter
15.04. The Applicant shall submit Grading Plans in conformance with the City’s Subdivision
Manual and the City’s Development Storm Water Manual requirements, including, but not limited
to the following:
a. Grading Plans shall be prepared by a registered Civil Engineer and approved by the City
Engineer.
b. Drainage Study and Geotechnical/Soils Investigations are required with the first submittal
of Grading Plans. The Drainage Study shall calculate the Pre-Development and Post-
Development flows and show how downstream properties and storm drain facilities are
impacted. Design shall incorporate detention of storm water runoff if Post-Development
flows exceed Pre-Development flows; analysis shall include flows from 2 yr., 10 yr., and
50 yr. return frequency storms.
c. Drainage Study shall also demonstrate that no property damage will occur during the 100-
year storm event.
d. Drainage Study shall show any offsite flows.
e. All onsite drainage facilities shall be private.
f. Any offsite work will require Letters of Permission from the property owner(s).
26. All construction sites are required to implement Construction BMPs in accordance with the
performance standards outlined in Appendix K of the BMP Design Manual. In general:
a. For projects disturbing one (1) acre or more this requires coverage under and compliance
with the Construction General Permit (CGP), the construction BMPs must be identified in
a Storm Water Pollution Prevention Plan (SWPPP).
27. A complete and accurate Notice-of-Intent (NOI) must be filed with the State Water Resources
Control Board (SWRCB) for a project covered under the General Permit for Storm Water
Discharges Associated with Construction Activity (CGP). A copy of the acknowledgement from
the SWRCB that a NOI has been received for this Project shall be filed with the City of Chula Vista
2021-10-27 PC Agenda Page 108 of 207
Resolution No. CUP20-0018
Page 6
when received. Further, a copy of the completed NOI from the SWRCB showing the Permit
Number for this Project shall be filed with the City of Chula Vista when received.
28. The Applicant shall enter into a Storm Water Management Facilities Maintenance Agreement to
perpetually maintain all permanent BMPs located within the Project prior to issuance of any
Grading, Construction or Building Permits, whichever occurs first.
29. The Applicant shall submit a detailed Operation & Maintenance (O&M) plan for all permanent
BMPs as required by the City to preserve the intended pollution control and/or flow control
performance of the BMP. Upon completion of construction of BMPs/Project, the Applicant shall
update/finalize O&M Plan to reflect constructed structural BMPs with as-built plans and baseline
photos.
30. The Project shall comply with the requirements of the National Pollutant Discharge Eliminat ion
System (NPDES) General Permit for Storm Water Dischargers Associate with Industrial Activities
(IGP) Order 2014-0057-DWQ.
31. Improvement Plans in conformance with the City’s Subdivision Manual and a Construction Permit
will be required prior to issuance of any Building Permits. The Improvement Plan shall include
but not be limited to:
a. Removal and replacement of any broken or damaged curb, gutter, and sidewalk per SDRSD
G-2, and G-7 along the project’s frontage to the satisfaction of the City Engineer. Sidewalk
shall be designed and constructed with proper transitions to existing conditions.
b. Installation of driveways meeting design standards as shown in Chula Vista standard detail
CVCS-1A. Dedication of R/W as needed for the driveway to comply with American
Disability Act (ADA) requirements.
c. Utilities Trenching and Restoration per CVCS-3&4.
32. Separate permits for other public utilities (gas, electric, water, cable, telephone) shall be required,
as necessary.
33. The construction and completion of all improvements and release requirements shall be secured in
accordance with CVMC Section 18.16.180.
34. The onsite sewer and storm drain system shall be private. All sewer laterals and storm drains shall
be privately maintained from each building unit to the City-maintained public facilities.
35. All proposed sidewalks, walkways, pedestrian ramps, and disabled parking shall be designed to
meet the City of Chula Vista Design Standards, Americans with Disabilities Act (ADA) Standards,
and Title 24 standards, as applicable.
36. Any private facilities within the public right-of-way or City easement will require an Encroachment
Permit prior to Improvement Plan or Building Permit approval.
37. Prior to the second submittal of the Building Permit plan set, the Applicant shall su bmit to the
Landscape Architecture Division, complete Landscape Improvement Plans for review and approval
by the Director of Development Services or designee. Said plans shall conform to the following
City Documents:
2021-10-27 PC Agenda Page 109 of 207
Resolution No. CUP20-0018
Page 7
a. Landscape Water Conservation Ordinance (LWCO), Chapter 20.12 of the Chula Vista
Municipal Code
b. City of Chula Vista Landscape Manual
c. Shade Tree Policy (576-19)
38. Prior to Final Building Inspection for the Project, the Applicant shall have installed Landscape
Improvements per the approved Landscape Improvement Plans to the satisfaction of the Director
of Development Services or designee.
Fire Department
39. The Applicant shall apply for required Building Permits. Permits shall comply with applicable
codes and requirements, including but not limited to the current edition of the Building Code (CBC)
& Fire Code (CFC), as amended by the City of Chula Vista.
40. Plans for the design and construction of private underground fire service utilities shall be submitted
to the Development Services Department in the form of Private Site Improvement Plans or as part
of the Architectural Building Permit Plans.
41. For 4,200 square feet of Type V-B construction, this Project will require a fire flow of 1,750 gallons
per minute for a 2-hour duration at 20 PSI.
42. Based upon the required fire flow for the Type V-B construction type, a minimum of 1 fire hydrant
is required to serve this Project.
43. Fire Hydrants shall be located and spaced in accordance with California Fire Code, Appendix C.
Based upon the required fire flow for this Project, fire hydrants shall be located with an average
spacing of 500 feet. The maximum distance from any point along a fire apparatus access road to a
fire hydrant shall not exceed 250 feet. Existing or new public fire hydrants can be considered to
meet spacing requirements and minimum number of hydrants.
44. Where a portion of the building is more than 400 feet from a fire hydrant on a fire apparatus access
road, as measured by an approved route around the exterior of the building, on -site fire hydrants
and/or improvements to the existing public water main shall be made.
II. The following on-going conditions shall apply to the Project Site as long as it relies on this
approval:
1. The site shall be developed and maintained in accordance with the approved plans, which
include Site Plans, Floor Plan, Elevation Plan, Landscape Plan on file in the Development
Services Department, the conditions contained herein, and Title 19.
2. Approval of the Conditional Use Permit shall not waive compliance with any sections of Title
19 of the Municipal Code, nor any other applicable laws and regulations in effect at the time
of building permit issuance.
3. The Property Owner and Applicant shall and do agree to indemnify, protect, defend and hold
harmless City, its City Council members, Planning Commission members, officers, employees
2021-10-27 PC Agenda Page 110 of 207
Resolution No. CUP20-0018
Page 8
and representatives, from and against any and all liabilities, losses, damages, demands, claims
and costs, including court costs and attorney’s fees (collectively, liabilities) incurred by the
City arising, directly or indirectly, from (a) City’s approval and issuance of this Conditional
Use Permit, (b) City’s approval or issuance of any other permit or action, whether discretionary
or non-discretionary, in connection with the use contemplated on the Project Site and (c) any
environmental determinations for the Project. The Property Owner and Applicant shall
acknowledge their agreement to this provision by executing a copy of this Conditional Use
Permit where indicated below. The Property Owner’s and Applicant’s compliance with this
provision shall be binding on any and all of the Property Owner’s and Applicant’s succe ssors
and assigns.
4. This Conditional Use Permit shall become void and ineffective if not utilized within three years
from the effective date thereof, in accordance with Section 19.14.260 of the Municipal Code.
Failure to comply with any conditions of approval shall cause this permit to be reviewed by the
City for additional conditions or revocation.
III. GOVERNMENT CODE SECTION 66020(d)(1) NOTICE
Pursuant to Government Code Section 66020(d) (1), NOTICE IS HEREBY GIVEN that the 90 day
period to protest the imposition of any impact fee, dedication, reservation, or other exaction
described in this resolution begins on the effective date of this resolution and any such protest must
be in a manner that complies with Government Code Section 66020(a) and failure to timely follow
this procedure will bar any subsequent legal action to attack, review, set aside, void or annul
imposition. The right to protest the fees, dedications, reservations, or other exactions does not
apply to planning, zoning, grading, or other similar application processing fees or service fees in
connection with this project; and it does not apply to any fees, dedication, reservations, or other
exactions which have been given notice similar to this, nor does it revive challenges to any fees for
which the statute of limitations has previously expired.
IV. EXECUTION OF RESOLUTION OF APPROVAL
The Property Owner and Applicant shall execute this document signing on the lines provided
below, indicating that the Property Owner and Applicant have each read, understood and agreed to
the conditions contained herein, and will implement same. Upon execution, this document shall be
signed and returned to the City’s Development Services Department.
________________________________ ____________________________
Signature of Property Owner Date
________________________________ ____________________________
Printed Name of Property Owner Date
________________________________ ____________________________
Signature of Applicant Date
2021-10-27 PC Agenda Page 111 of 207
Resolution No. CUP20-0018
Page 9
________________________________ ____________________________
Printed Name of Applicant Date
V. CONSEQUENCE OF FAILURE OF CONDITIONS
If any of the foregoing conditions fail to occur, or if they are, by their terms, to be implemented and
maintained over time, if any of such conditions fail to be so implemented and maintained according
to their terms, the City shall have the right to revoke or modify all approvals herein granted, deny, or
further condition issuance of all future building permits, deny, revoke, or further condition all
certificates of occupancy issued under the authority of approvals herein granted, institute and
prosecute litigation to compel their compliance with said conditions or seek damages for their
violation. Failure to satisfy the conditions of this permit may also result in the imposition of civil or
criminal penalties.
VI. INVALIDITY; AUTOMATIC REVOCATION
It is the intention of the Planning Commission that its adoption of this Resolution is dependent upon
the enforceability of each and every term, provision and condition herein stated; and that in the event
that any one or more terms, provisions or conditions are determined by a Court of competent
jurisdiction to be invalid, illegal or unenforceable, this resolution and the permit shall be deemed to
be automatically revoked and of no further force and effect.
2021-10-27 PC Agenda Page 112 of 207
Resolution No. CUP20-0018
Page 10
PASSED AND APPROVED BY THE PLANNING COMMISSION OF THE CITY OF CHULA
VISTA, CALIFORNIA, this _____ day of ____________ 2021, by the following vote, to-wit:
______________________________
Max Zaker, Chair
ATTEST:
_____________________________
Patricia Salvacion, Secretary
Presented by: Approved as to form by:
Tiffany Allen Glen R. Googins
Director of Development Services City Attorney
2021-10-27 PC Agenda Page 113 of 207
RESOLUTION NO. DR20-0018
RESOLUTION OF THE CITY OF CHULA VISTA PLANNING
COMMISSION APPROVING A DESIGN REVIEW PERMIT, DR20-
0018, FOR A CONVENIENCE STORE, A GAS STATION, AND A
CARWASH ON A 1.2-ACRE SITE LOCATED NORTH OF THE LA
MEDIA PARKWAY AND MAIN STREET COUPLET IN OTAY
RANCH VILLAGE 8 WEST
WHEREAS, on September 2, 2020, a duly verified application for a Design Review Permit for a
Convenience Store, Gas Station and Car Wash (the “Project”) was filed with the City of Chula Vista
Development Services Department by Land Solutions, Inc. (the “Applicant”); and
WHEREAS, pursuant to the Village 8 West Sectional Planning Area (SPA) Plan, Minor Design
Review (Administrative) is required for projects that include 20,000 square feet or less of non-residential
building area or 200 or fewer multifamily residential dwelling units. Minor Design Review requires
approval by the Zoning Administrator; however, the City of Chula Vista’s consolidated review process
requires concurrent related projects to be processed together at the highest applicable level of approval; and
WHEREAS, Conditional Use Permit, CUP21-0018, is being processed concurrently with the
Project and requires Planning Commission approval and so the Project will also be considered by Planning
Commission; and
WHEREAS, the area of land which is the subject of the resolution is a 1.2-acre vacant parcel located
along the northern edge of the La Media Parkway and Main Street couplet, identified as Assessor Parcel
Number (APN) 644-071-2000 (Project Site); and
WHEREAS, The Director of Development Services has reviewed the proposed project for
compliance with the California Environmental Quality Act (CEQA) and has determined that the Project
was adequately covered in previously certified Final Environmental Impact Report (FEIR 10-03) (SCH
#2010062093) for the Otay Ranch Sectional SPA Plan - Village 8 West. Thus, no further environmental
review or documentation is required; and
WHEREAS, the hearing was held at the time and place as advertised, before the Planning
Commission, and the hearing was thereafter closed.
NOW, THEREFORE, BE IT RESOLVED by the City of Chula Vista Planning Commission, that
it hereby makes the following findings:
1. That the proposed development will be consistent with the Village 8 West SPA Plan, the
Landscape Master Plan, and the Master Precise Plan for the Town Center.
The Project is consistent with the Otay Ranch Village 8 West SPA Plan, the Landscape Master
Plan, and the Master Precise Plan (MMP) for the Town Center, in accordance with Section 9.3.2(A)
of the SPA. The Project is consistent with the uses and development regulations in the SPA plan.
The southern building is built close to the property line and is designed in a Contemporary European
style. The Project provides convenient community services and ample parking and access. The
landscape design provides color and screening for the future mixed-use development to the east.
All plant material selected is of a type know to be successful in the areas climatic and soil
conditions. Mandatory Elements required in the MPP are included, such as orientation of a
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Resolution No. DR20-0018
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convenience store pedestrian entrance toward Main Street to activate the pedestrian corridor and
the Town Square edge.
2. The design features of the proposed development are consistent with, and are a cost-effective
method of satisfying, the Otay Ranch Village 8 West SPA Plan, Landscape Master Plan, and
Master Precise Plan requirements.
The Project’s design features are a cost-effective method of satisfying the Otay Ranch Village 8
West SPA Plan, Landscape Master Plan, and MMP. The Town Center Arterials have been designed
as urban couplets and extend through the heart of the Town Center a s Main Street and La Media
Parkway. The Project’s location, at the north end of the couplet, provides convenient community
services for residents and visitors. Irrigation for the site shall utilize underground sprinkler systems,
including low flow spray heads and sub-grade drip irrigation, in compliance with the City of Chula
Vista landscape Water Ordinance, Chapter 20.12 of the Chula Vista Municipal Code. The
irrigation system shall also utilize water saving devices including flow-sensing, rain-sensing
devices and automatic control systems that either interface with CIMIS data or on-site weather
sensors. A 3" layer of organic mulch will be used where possible to reduce moisture loss.
Pedestrian and vehicular circulation routes are well-defined and designed to be intuitive and easily
discernible for appropriate and functional maneuverability and activity levels, in accordance with
the MPP design guidelines. Elements are included such as planter walls, seat walls, metal awnings
(for shade), and entryways to provide visual interest, functionality, and architectural relief along
the public frontage.
BE IT FURTHER RESOLVED that the Planning Commission, based on the findings above, hereby
approves the Design Review Permit subject to the following conditions:
I. The following shall be accomplished to the satisfaction of the Director of Development Services,
or designee, prior to issuance of Building Permits, unless otherwise specified:
Planning/Environmental Division
1. The Project Site shall be developed and maintained in accordance with the approved plans DR20-
0018, which include a Site Plan, Landscape Plans, Floor Plan, and Elevation Plan on file in the
Development Services Department, Planning Division, the conditions contained herein, and Chula
Vista Municipal Code (the “Municipal Code” or “CVMC”) Title 19.
2. Prior to the issuance of the first Building Permit, the Applicant shall pay all applicable fees,
including any unpaid balances of permit processing fees for deposit account DDA-0738.
3. The colors and materials specified on the Building Plans must be consistent with the colors and
materials shown on the Project plans approved by the Planning Commission.
4. A graffiti resistant treatment shall be specified for all wall and building surfaces. This shall be
noted for any Building and Wall Plans. Additionally, the Project shall conform to CVMC Section
9.20.055 regarding graffiti control.
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Resolution No. DR20-0018
Page 3
5. All roof appurtenances, including air conditioners and other roof mounted equipment and/or
projections, shall be shielded from view and the sound buffered from adjacent properties and
streets. Such screening shall be architecturally integrated with the building design.
6. All ground mounted utility appurtenances such as transformers, air conditioning condensers, etc.,
shall be located out of public view and adequately screened through the use of a combination of
concrete or masonry walls, berming, and/or landscaping.
7. All exterior lighting shall include shielding to remove any glare from the adjacent property. Details
for said lighting shall be included in the Architectural Plans and shall be reviewed and approved
prior to the issuance of the first Building Permit.
8. The Applicant shall obtain approval of a Sign Permit for each sign. Signs shall comply with all
applicable requirements of the Municipal Code or the Applicant shall be required to submit a
Planned Sign Program for Planning Commission review and approval.
9. The Project shall comply with all mitigation measures specified in the Mitigation Monitoring and
Reporting Program for the Final Environmental Impact Report (FEIR 10-03) (SCH #2010062093)
for the Otay Ranch Sectional Planning Area SPA Plan - Village 8 West.
10. Prior to the approval of the first Building Permit, the designated noise consultant shall verify on
the Building Plans that construction of the carwash will incorporate the features and equipment as
specified in the approved Noise Study (prepared by Helix Environmental Planning on May 2021)
or equipment with equivalent or lower noise specifications. This measure shall ensure that no
nuisance noise is generated as a result of the operation of this facility.
11. Prior to final inspection, a final noise inspection will be conducted to verify that all equipment is
consistent with the equipment cited in the noise study prepared by Helix Environmental Planning
on May 2021 or with equipment with equivalent or lower noise specifications.
12. Hours of operation for the carwash shall be limited to:
a. Weekdays: (7 a.m. to 10 p.m.)
b. Weekends: (7 a.m. to 10 p.m.)
Land Development Division/Landscape Architecture Division
13. Car washes are considered one of the industries regulated by the Metropolitan Industrial Waste
Program, since they are required to pre-treat their wastes before discharging to the Sewerage
System. These businesses are required to apply for an Industrial Waste Discharge Permit which is
regulated by the City of San Diego, Metropolitan Industrial Wastewater Control Program.
Applications for a permit should be obtained from Metropolitan Industrial Wastewater Control
Program, 9192 Topaz Way, San Diego, CA 92123-1119, Telephone: (858) 654-4100, Fax: (858)
654-4110. Prior to first Building Permit issuance, the Applicant shall provide proof of approved
permit from the City of San Diego, Metropolitan Industrial Wastewater Control Program.
14. The Applicant shall agree to not protest formation or inclusion in a maintenance district or zone for
the maintenance of landscape medians, scenic corridors along streets and public parks, within or
adjacent to the subject subdivision.
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Resolution No. DR20-0018
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15. All driveways shall conform to the City of Chula Vista’s sight distance requirements in accordance
with Section 12.12.120 of the Municipal Code and Chula Vista standard drawing RWY-05 (Sight
Distance Requirements). Also, landscaping, street furniture, or signs shall not obstruct the visibility
of the driver at the street intersections or driveways.
16. The proposed Fire Access shall meet H-20 Loading requirements or shall be designed for a Traffic
Index (T.I.) of 5.
17. Prior to issuance of Grading, Construction, and Building Permits, the Applicant shall document on
applicable plans compliance with the requirements pertaining to Best Management Practices
(BMPs). The Applicant shall develop and implement post construction BMPs in accordance with
the most recent regulations at the time of Grading and Building Permit issuance.
18. The Applicant shall provide the City with proof of Pad Certification prior to issuance of any
Building Permit within the Project.
19. The infrastructure fronting the site shall be constructed and fully operational before the Final
Building Inspection, all to the satisfaction of the Director of the Development Services Department.
20. The Applicant shall obtain a Construction Permit for private utility connections to the public mains
prior to Building Permit issuance. This may be accommodated by either processing a construction
change to the Master Developer’s Improvement Plans or by applying for a separate Construction
Permit.
21. The Applicant shall obtain a Construction Permit to construct the private driveways and associated
signage and striping in the City’s right-of-way, prior to issuance of any Building Permit. This may
be accommodated by processing a construction change to the Master Developer’s Improvement
Plans.
22. Before issuance of the first Building Permit, the Applicant shall provide a “Will Serve” letter from
Otay Water District.
23. The following fees may be adjusted based on the final Building Plans submitted:
a. Sewer Connection and Capacity Fees
b. Traffic Signal Fees
c. Public Facilities Development Impact Fees (PFDIF)
d. Eastern Transportation Development Impact Fees (ETDIF)
e. Other Engineering Fees as applicable per the Master Fee Schedule.
24. Prior to the approval of the first Building Permit, the Applicant shall submit duplicate copies of the
Project plans in digital format, such as (DXF) graphic file, on a CD or through e-mail based on
California State Plane Coordinate System (NAD 83, Zone 6) in accordance with the City’s
Guidelines for Digital Submittal. DXF file shall include a utility plan showing any and all proposed
sewer or storm drain on site.
25. The Applicant shall obtain a Land Development Permit prior to beginning any earthwork activities
at the site and before issuance of Building Permits in accordance with Municipal Code Chapter
15.04. The Applicant shall submit Grading Plans in conformance with the City’s Subdivision
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Resolution No. DR20-0018
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Manual and the City’s Development Storm Water Manual requirements, including, but not limited
to the following:
a. Grading Plans shall be prepared by a registered Civil Engineer and approved by the City
Engineer.
b. Drainage Study and Geotechnical/Soils Investigations are required with the first submittal
of Grading Plans. The Drainage Study shall calculate the Pre-Development and Post-
Development flows and show how downstream properties and storm drain facilities ar e
impacted. Design shall incorporate detention of storm water runoff if Post-Development
flows exceed Pre-Development flows; analysis shall include flows from 2 yr., 10 yr., and
50 yr. return frequency storms.
c. Drainage Study shall also demonstrate that no property damage will occur during the 100-
year storm event.
d. Drainage Study shall show any offsite flows.
e. All onsite drainage facilities shall be private.
f. Any offsite work will require Letters of Permission from the property owner(s).
26. All construction sites are required to implement Construction BMPs in accordance with the
performance standards outlined in Appendix K of the BMP Design Manual. In general:
a. For projects disturbing one (1) acre or more this requires coverage under and compliance
with the Construction General Permit (CGP), the construction BMPs must be identified in
a Storm Water Pollution Prevention Plan (SWPPP).
27. A complete and accurate Notice-of-Intent (NOI) must be filed with the State Water Resources
Control Board (SWRCB) for a project covered under the General Permit for Storm Water
Discharges Associated with Construction Activity (CGP). A copy of the acknowledgement from
the SWRCB that a NOI has been received for this Project shall be filed with the City of Chula Vista
when received. Further, a copy of the completed NOI from the SWRCB showing the Permit
Number for this Project shall be filed with the City of Chula Vista when received.
28. The Applicant shall enter into a Storm Water Management Facilities Maintenance Agreement to
perpetually maintain all permanent BMPs located within the Project prior to issuance of any
Grading, Construction or Building Permits, whichever occurs first.
29. The Applicant shall submit a detailed Operation & Maintenance (O&M) plan for all permanent
BMPs as required by the City to preserve the intended pollution control and/or flow control
performance of the BMP. Upon completion of construction of BMPs/Project, the Applicant shall
update/finalize O&M Plan to reflect constructed structural BMPs with as-built plans and baseline
photos.
30. The Project shall comply with the requirements of the National Pollutant Discharge Elimination
System (NPDES) General Permit for Storm Water Dischargers Associate with Industrial Activities
(IGP) Order 2014-0057-DWQ.
31. Improvement Plans in conformance with the City’s Subdivision Manual and a Construction Permit
will be required prior to issuance of any Building Permits. The Improvement Plan shall include
but not be limited to:
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Resolution No. DR20-0018
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a. Removal and replacement of any broken or damaged curb, gutter, and sidewalk per SDRSD
G-2, and G-7 along the project’s frontage to the satisfaction of the City Engineer. Sidewalk
shall be designed and constructed with proper transitions to existing conditions.
b. Installation of driveways meeting design standards as shown in Chula Vista standard detail
CVCS-1A. Dedication of R/W as needed for the driveway to comply with American
Disability Act (ADA) requirements.
c. Utilities Trenching and Restoration per CVCS-3&4.
32. Separate permits for other public utilities (gas, electric, water, cable, telephone) shall be required,
as necessary.
33. The construction and completion of all improvements and release requirements shall be secured in
accordance with CVMC Section 18.16.180.
34. The onsite sewer and storm drain system shall be private. All sewer laterals and storm drains shall
be privately maintained from each building unit to the City-maintained public facilities.
35. All proposed sidewalks, walkways, pedestrian ramps, and disabled parking shall be designed to
meet the City of Chula Vista Design Standards, Americans with Disabilities Act (ADA) Standards,
and Title 24 standards, as applicable.
36. Any private facilities within the public right-of-way or City easement will require an Encroachment
Permit prior to Improvement Plan or Building Permit approval.
37. Prior to the second submittal of the Building Permit plan set, the Applicant shall submit to the
Landscape Architecture Division, complete Landscape Improvement Plans for review and approval
by the Director of Development Services or designee. Said plans shall conform to the following
City Documents:
a. Landscape Water Conservation Ordinance (LWCO), Chapter 20.12 of the City of Chula
Vista Municipal Code
b. City of Chula Vista Landscape Manual
c. Shade Tree Policy (576-19)
38. Prior to Final Building Inspection for the Project, the Applicant shall have installed Landscape
Improvements per the approved Landscape Improvement Plans to the satisfaction of the Director
of Development Services or designee.
Fire Department
39. The Applicant shall apply for required Building Permits. Permits shall comply with applicable
codes and requirements, including but not limited to the current edition of the Building Code (CBC)
& Fire Code (CFC), as amended by the City of Chula Vista.
40. Plans for the design and construction of private underground fire service utilities shall be submitted
to the Development Services Department in the form of Private Site Improvement Plans or as part
of the Architectural Building Permit Plans.
41. For 4,200 square feet of Type V-B construction, this Project will require a fire flow of 1,750 gallons
per minute for a 2-hour duration at 20 PSI.
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Resolution No. DR20-0018
Page 7
42. Based upon the required fire flow for the Type V-B construction type, a minimum of 1 fire hydrant
is required to serve this Project.
43. Fire Hydrants shall be located and spaced in accordance with California Fire Code, Appendix C.
Based upon the required fire flow for this Project, fire hydrants shall be located with an average
spacing of 500 feet. The maximum distance from any point along a fire apparatus access road to a
fire hydrant shall not exceed 250 feet. Existing or new public fire hydrants can be considered to
meet spacing requirements and minimum number of hydrants.
44. Where a portion of the building is more than 400 feet from a fire hydrant on a fire apparatus access
road, as measured by an approved route around the exterior of the building, on -site fire hydrants
and/or improvements to the existing public water main shall be made.
II. The following on-going conditions shall apply to the Project Site as long as it relies on this approval:
1. The site shall be developed and maintained in accordance with the approved plans, which include
Site Plans, Floor Plan, Elevation Plan, Landscape Plan on file in the Development Services
Department, the conditions contained herein, and Title 19.
2. Approval of the Design Review Permit shall not waive compliance with any sections of Title 19 of
the Municipal Code, nor any other applicable laws and regulations in effect at the time of Building
Permit issuance.
3. The Property Owner and Applicant shall and do agree to indemnify, protect, defend and hold
harmless City, its City Council members, Planning Commission members, officers, employees and
representatives, from and against any and all liabilities, losses, damages, demands, claims and costs,
including court costs and attorney’s fees (collectively, liabilities) incurred by the City arising,
directly or indirectly, from (a) City’s approval and issuance of this Design Review Permit, (b)
City’s approval or issuance of any other permit or action, whether discretionary or non-
discretionary, in connection with the use contemplated on the Project Site and (c) any
environmental determinations for the Project. The Property Owner and Applicant shall
acknowledge their agreement to this provision by executing a copy of this Design Review Permit
where indicated below. The Property Owner’s and Applicant’s compliance with this provision shall
be binding on any and all of the Property Owner’s and Applicant’s successors and assigns.
4. This Design Review Permit shall become void and ineffective if not utilized within three years
from the effective date thereof, in accordance with CVMC Section 19.14.600.
III. GOVERNMENT CODE SECTION 66020(d)(1) NOTICE
Pursuant to Government Code Section 66020(d) (1), NOTICE IS HEREBY GIVEN that the
90 day period to protest the imposition of any impact fee, dedication, reservation, or other
exaction described in this resolution begins on the effective date of this resolution and any such
protest must be in a manner that complies with Government Code Section 66020(a) and failure
to timely follow this procedure will bar any subsequent legal action to attack, review, set aside,
void or annul imposition. The right to protest the fees, dedications, reservations, or other
exactions does not apply to planning, zoning, grading, or other similar application processing
fees or service fees in connection with this project; and it does not apply to any fees, dedication,
reservations, or other exactions which have been given notice similar to this, nor does it revive
challenges to any fees for which the statute of limitations has previously expired.
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Resolution No. DR20-0018
Page 8
IV. EXECUTION OF RESOLUTION OF APPROVAL
The Property Owner and Applicant shall execute this document signing on the lines provided
below, indicating that the Property Owner and Applicant have each read, understood and agreed to
the conditions contained herein, and will implement same. Upon execution, this document shall be
signed and returned to the City’s Development Services Department.
________________________________ _______________________
Signature of Property Owner Date
________________________________ _______________________
Printed Name of Property Owner Date
________________________________ _______________________
Signature of Applicant Date
________________________________ _______________________
Printed Name of Applicant Date
V. CONSEQUENCE OF FAILURE OF CONDITIONS
If any of the foregoing conditions fail to occur, or if they are, by their terms, to be implemented and
maintained over time, if any of such conditions fail to be so implemented and maintained according
to their terms, the City shall have the right to revoke or modify all approvals herein granted, deny, or
further condition issuance of all future building permits, deny, revoke, or further condition all
certificates of occupancy issued under the authority of approvals herein granted, institute and
prosecute litigation to compel their compliance with said conditions or seek damages for their
violation. Failure to satisfy the conditions of this permit may also result in the imposition of civil or
criminal penalties.
VI. INVALIDITY; AUTOMATIC REVOCATION
It is the intention of the Planning Commission that its adoption of this Resolution is dependent upon
the enforceability of each and every term, provision and condition herein stated; and that in the event
that any one or more terms, provisions or conditions are determined by a Court of competent
jurisdiction to be invalid, illegal or unenforceable, this resolution and the permit shall be deemed to
be automatically revoked and of no further force and effect.
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Resolution No. DR20-0018
Page 9
PASSED AND APPROVED BY THE PLANNING COMMISSION OF THE CITY OF CHULA
VISTA, CALIFORNIA, this _____ day of ____________ 2021, by the following vote, to-wit:
______________________________
Max Zaker, Chair
ATTEST:
____________________________
Patricia Salvacion, Secretary
Presented by: Approved as to form by:
_________________________ _____________________
Tiffany Allen Glen R. Googins
Director of Development Services City Attorney
2021-10-27 PC Agenda Page 122 of 207
CÔTA SHARE AND DIMENSIONVERA MEANING REAL, TRUE AND GENUINE1. THE DESIGN OF NEW BUILDINGS AND STRUCTURES WILL BE IN ACCORDANCE WITH THE FOLLOWING CITY OF CHULA VISTA’S GUIDELINES:• SECTIONAL PLANNING AREA (SPA) PLAN FOR – VILLAGE 8 WEST OTAY RANCH, CITY OF CHULA VISTA, CALIFORNIA 2. THE DESIGN INFLUENCE BEGAN WITH THE UNDERSTANDING AND INTERPRETATION OF CONTEMPORARY EUROPEAN BUILDINGS THROUGH USER EXPERIENCE AT ITS CORE THAT DEFINED AND ESTABLISHED A SENSE OF IDENTITY AND PLACE. THE USE OF AN “URBAN COUPLET”, TO DEFINE AND PROMOTE ACTIVITY, INFORMED THE BUILDING’S RELATIONSHIP TO ITS IMMEDIATE CONTEXT. SOME OF THE CHARACTER DEFINING FEATURES DESIGN PRINCIPLES OF THE BUILDINGS ARE AS FOLLOWS:• ESTABLISH AND MAINTAIN VIEWS AND VISTAS WITH SURROUNDING BUILDINGS IN THE TOWN CENTER. THE MILIEU OF TOWN SQUARE IS VISUALLY CONNECTED TO THE CENTER OF THE CONVENIENCE STORE AND EXTENDS THROUGH THE FUEL CANOPY TO THE CAR WASH BUILDING.• REINFORCEMENT ALONG THE NORTHERN EDGE OF THE TOWN SQUARE BUILDING MASS.• ESTABLISHING ALONG THE STREETSCAPE PROMOTES COMMUNITY ENGAGEMENT, INTERACTIONS, AND OPPORTUNITIES. • EASILY IDENTIFIABLE HORIZONTAL AND VERTICAL BUILDING ELEMENTS TO INFORM THE SENSE OF ARRIVAL AND PURPOSE.3. BUILDING MATERIALS • THE USE OF EXPOSED STEEL STRUCTURALLY REINFORCING AND DEFINING FORMS SUGGEST IMAGES AND PERIODS OF INDUSTRIOUS HUMAN ACHIEVEMENTS IN HISTORY.• STONE AND CEMENTITIOUS MATERIALS CONNECT ITS LONG USE WITH BUILDINGS IN EUROPEAN CITIES AND OFTEN ASSOCIATED WITH A SENSE OF PERMANENCE AND ESTABLISHMENT.• THE USE OF WOOD, TIMBER FRAMING, AND REFINED METAL DETAILING DEPICT THE HUMAN CONNECTION TO CRAFT. A SENSE OF RENEWED INTEREST AND REINTERPRETING TIMBER IN CONTEMPORARY DESIGN.4. CONSERVE ENERGY • THE BUILDING’S EAST-WEST ORIENTATION TAKES ADVANTAGE OF SUNLIGHT THROUGHOUT THE DAY.• LARGE EXPANSES OF GLAZING HARVEST DAYLIGHT AND NURTURE A HEALTHY USER EXPERIENCE.• EVALUATING BUILDING ENVELOP DESIGN WILL PROVIDE ENERGY SAVING OPPORTUNITIES. 5. COMMUNITY • THE STOREFRONT FENESTRATION ALONG MAIN STREET PROVIDES VISUAL STIMULATION AND COMMERCE.• WITH PROXIMITY OF THE CONVENIENCE STORE SERVING THE COMMUNITY, IT IS AN IMPORTANT NODE FOR USER ACTIVITIES LIKE FAMILY TRIPS TO TRANSIT ORIENTED SERVICES.CHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtDC1.1DESIGN CONCEPTMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCWTJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128C-STORE -PATRON VIEW (N-W CORNER)MAIN ST. -SOUTHEAST VIEWMAIN ST. -STREETSCAPE VIEWMAIN ST. -INTERSECTION VIEW (S-W CORNER)EXTERIOR TREATMENTS:• INTERIOR EXTERIOR CONNECTIVITY• FLOOR TO CEILING EXPANSES OF EXTERIOR GLAZING• EMPHASIS ON STRUCTURAL MEMBERS FRAMING VIEWS• MODULAR UNITS / HUMAN SCALE COMMUNAL SPACE / PATIO AREA TREATMENTS:• LOCAL COMMUNITY ENGAGEMENT / TRANSACTIONS• TRANSITIONAL AND OPEN AREAS FOR PATRONS• EXPERIENCE CLIMATE / PARTIAL SHELTER• SIMPLE STRUCTURE / RUSTIC COLORS AND TEXTURESINTERIOR SPACE:• EXPOSED STRUCTURE• POST AND BEAM• GLASS & STEEL INTERSECTIONS• WOOD FINISHES BUILDING INSPIRATIONS:• INTERIOR & EXTERIOR / NATURAL LIGHT• CANOPIES / TOWERS AT MAIN ENTRANCE• VERTICAL AND HORIZONTAL LINES / PROPORTIONS• MASS AND SCALE / VOLUMINOUS SPACESDesign ObjectivesNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONSSHEET INDEXDC1.1 DESIGN CONCEPTDC1.2 STREETSCAPEA1.1 BUILDING FLOOR PLANA1.2 BUILDING ROOF PLANA2.1 BUILDING ELEVATIONSA2.2 BUILDING ELEVATIONSA3.1TRASH ENCLOSURE PLAN & ELEVATIONSCA1.1 CANOPY FLOOR PLANCA2.1 CANOPY ELEVATIONSCW1.1 CARWASH & ENCLOSURE PLANSCW2.1CARWASH & ENCLOSURE ELEVATIONSCMD1.1COLOR MATERIAL BOARD2021-10-27 PC Agenda Page 123 of 207
CHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtDC1.2STREETSCAPEMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCWTJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128SCALE:DC1.23/32" = 1'-0"1STREETSCAPE -SOUTH ELEVATIONSCALE:DC1.23/32" = 1'-0"2STREETSCAPE -EAST ELEVATIONSCALE:DC1.23/32" = 1'-0"3STREETSCAPE -WEST ELEVATIONNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONSSCALE:DC1.24LA MEDIA PKWY SOUTH ACCESSSCALE:DC1.25LA MEDIA PKWY. NORTH ACCESS2021-10-27 PC Agenda Page 124 of 207
A2.11A2.21A2.22A2.12SNEWCONVENIENCE STORE ENTRANCE ELECTRICAL & GAS CONTROLSMAIN ST. ENTRANCETO MAIN ST. INTERSECTION1299 SFSALES FLOOR101256 SFSTORAGE107177 SFWOMEN'SRESTROOM10679 SFHALL105164 SFMEN'SRESTROOM104154 SFBACKROOM108451 SFCOOLER11063 SFFREEZER11170 SFCASHIER AREA10279 SFSTAND UPOFFICE10394 SFVESTIBULE101A885 SFPATIO115STOREFRONT GLAZING12'-0" X 10'-0"STOREFRONT GLAZING20'-0" X 10'-0"STOREFRONT GLAZING36'-0" X 10'-0"STOREFRONT GLAZING20'-0" X 10'-0"STOREFRONT SLIDING DOOR 12'-0" X 10'-0"STOREFRONT GLAZ. 5'-0" X 10'-0"STOREFRONT GLAZ. 3'-0" X 10'-0"STOREFRONT GLAZ. 5'-0" X 10'-0"STOREFRONT GLAZ. 3'-0" X 10'-0"STRUCTURAL STEEL COLUMNCLERESTORY GLAZ. 6'-6" X 2'-6"CLERESTORY GLAZ. 10'-0" X 2'-6"STOREFRONT SLIDING DOOR 12'-0" X 10'-0"CLERESTORY GLAZ. 6'-6" X 2'-6"STRUCTURAL STEEL COLUMNSTRUCTURAL STEEL COLUMN101' - 3"ROOF OUTLINE ABOVE40' - 4"19' - 1"16' - 0"1' - 11"6' - 8"6' - 3"16' - 0"19' - 0"40' - 4"35' - 0"47' - 2"3' - 5"8' - 5"3' - 5"12' - 0"3' - 5"10' - 10"3' - 5"17' - 0"3' - 5"12' - 4"22' - 0"3' - 5"21' - 9"CHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtA1.1BUILDING FLOORPLANMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCWTJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128SCALE:A1.11/4" = 1'-0"1FLOOR PLANNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONSIDSALES FLOORCASHIERSTAND UP OFFICE101MENS RESTROOM*HALLROOM NAMEO.L.F.AREA (SF)6060100-60USE / OCC.* ACCESSORY USEWOMENS RESTROOM*STORAGE/BACKROOM-300BACKROOM300OCCUPANCY TABLECAR WASH TUNNELCW EQUIPMENT ROOMELECTRICAL ROOM100300300C-STORECAR WASH102103104105106107108COOLER110FREEZER111300300120121122MERCANTILEMERCANTILEBUSINESS--MERCANTILE/STORAGEMERCANTILEBUSINESSMERCANTILE/STORAGEMERCANTILE/STORAGEMERCANTILE/STORAGEMERCANTILE/STORAGEMERCANTILE/STORAGE1393 SF70 SF79 SF164 SF79 SF177 SF256 SF154 SF857 SF245 SF157 SF451 SF63 SFBUILDING INFORMATIONBUILDING DESCRIPTION:C-STORE CONSTRUCTION TYPE:USE GROUP:ALLOWABLE AREA:GROSS AREA:SPRINKLERS:CAR WASH CONSTRUCTION TYPE:CANOPY CONSTRUCTION TYPE:USE GROUP:ALLOWABLE AREA:GROSS AREA:SPRINKLERS:USE GROUP:ALLOWABLE AREA:GROSS AREA:SPRINKLERS:M9000 SF4200 SFNOB9000 SF1420 SFNOM12500 SF4160 SFNOV-BV-BII-B2021-10-27 PC Agenda Page 125 of 207
A2.11A2.21A2.22A2.12SNEWLOCATION OF FUTURE SOLAR PANELS INTEGRATED INTO STANDING SEAM ROOFROOF TOWER DORMERROOF TOP HVAC AND CONDENSER UNITS, TYP.ROOF TOP HVAC AND CONDENSER UNITS, TYP.FASCIA SIGNAGE TOWARDS MAIN ST. INTERSECTIONBOWED CLERESTORY FENESTRATION BELOW CURVED EAVE SLOPE DOWNSLOPE DOWNSLOPE DOWNMT-01MT-02RP-01MT-02SLOPE DOWNPATIO AREA ROOF STRUCTURE BELOWMETAL AWNING AT STOREFRONT BELOWMT-02METAL AWNING AT STOREFRONT BELOWMETAL COPINGMT-01METAL COPINGCLERESTORY FENESTRATION BELOW EAVE MT-02METAL AWNING AT STOREFRONT BELOWTRANSOM GLAZING BELOW12'-0" X 12'-6"TRANSOM GLAZING BELOW12'-0" X 12'-6"22' - 1"19' - 4"54' - 2"26' - 1"8' - 3"5' - 7"3' - 0"3' - 0"8' - 2"21' - 3"5' - 2"3' - 0"3' - 0"12' - 4"68' - 8"24' - 1"25' - 9"CHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtA1.2BUILDING ROOFPLANMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCWTJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128SCALE:A1.21/4" = 1'-0"1ROOF PLANNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONS2021-10-27 PC Agenda Page 126 of 207
T.O. SLAB0"T.O. BLDSTOREFRONT10' -0"T.O. ROOF15' -8"T.O. BLD ROOF27' -7"METAL COPINGT.O. PARAPET19' -8"PATIO AREACONVENIENCE STORE MAIN ENTRANCE212RP-01ST-01WP-01WP-02MT-01ST-02WP-03P-01MT-01MT-02MT-02MT-02ST-01ST-02WP-01UNDERSIDEWP-03P-01P-02P-02P-0210' - 0"1' - 6"EQEQEQEQ11' - 0"11' - 0"L-01L-01L-02IN SOFFITL-02IN SOFFITT.O. SLAB0"T.O. BLD ROOF27' -7"T.O. PARAPET19' -8"CONVENIENCE STORE ENTRANCEMAIN STREET ENTRANCEST-01WP-02WP-01P-02ST-02RP-01MT-01P-02MT-02WP-01WP-03P-018' - 0"2' - 6"EQEQEQEQEQEQ11' - 6"L-01LEGEND:WALL PANELMFG.: JAMES HARDIEMODEL: HARDIEPANEL VERTICAL SIDINGTYPE: SELECT CEDARMILLCOLOR: SUMMER WHITEWP-01WALL PANEL / SOFFITMFG.: VITRABONDMODEL: WOODCREATECOLOR: AMERICAN PINE VB8330FINISH: "WOOD" FINISHWP-02ROOF PANELMFG.: RHEINZINK OR EQUALCOLOR: GRAPHITE GREYFINISH: REVEAL PANEL PRE-PATINARP-01GREEN WALL: GW-01MFG.: --COLOR: GREENFINISH: PLANTSGW-01WALL FINISH: WP-03MFG.: STOMODEL: STOPOWERWALLCOLOR: -FINISH: SMOOTH WP-03STONE VENEERMFG.: CORONADO STONE PRODUCTSMODEL#: DESIGNER SERIESTYPE: 6" SPLIT LIMESTONECOLOR: SUMMIT GREYST-01PAINT FINISHMFG.: DUNN EDWARDSMODEL: DEW380COLOR: WHITEFINISH: MATTEP-01METAL: CANOPYMFG.: MAPES CANOPY OR EQUALCOLOR: PREFINISHED BLACKMT-02METAL: COPINGMFG.: GENERICCOLOR: PREFINISHED BLACKMT-01PAINT FINISHMFG.: DUNN EDWARDSMODEL: DE6346COLOR: SALEM BLACKFINISH: MATTEP-02STONE CAPMFG.: CORONADO STONE PRODUCTSMODEL#: 900 SERIES SILLTYPE: #2COLOR: GREYST-02LED WALL PACKMFG.: LSI INDUSTRIESMODEL#: WPSLL -SLIM WALL PACKTYPE: LARGE LED SLIM WALL PACKCOLOR: FINISH TBDL-01LED SOFFIT LIGHTINGMFG.: LSI INDUSTRIESMODEL#: SDL4'TYPE: LED STRIP DIFFUSED LENSCOLOR: WHITE FINISHL-02LED LIGHT STRIPMFG.: GREEN LED LIGHTING SOLUTIONSMODEL#: VIVID S270TYPE: SILICONECOLOR: CUSTOM CONSERV GREENL-03METAL: HSS OR TS STEELMFG.: GENERICCOLOR: SEE PAINT FINISHESMT-03CHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtA2.1BUILDINGELEVATIONSMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCWTJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128SCALE:A2.11/4" = 1'-0"1BUILDING -NORTH ELEVATIONSCALE:A2.11/4" = 1'-0"2BUILDING -EAST ELEVATIONNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONS2021-10-27 PC Agenda Page 127 of 207
T.O. SLAB0"T.O. BLDSTOREFRONT10' -0"T.O. ROOF15' -8"T.O. BLD ROOF27' -7"LOCATION OF FUTURE SOLAR PANELS INTEGRATED INTO STANDING SEAM ROOFLOCATION FOR LOGO DISPLAYT.O. PARAPET19' -8"LOCATION FOR LOGO DISPLAYMAIN STREET ENTRANCE212RP-01ST-01WP-01WP-01WP-03P-01WP-02MT-01MT-01ST-02WP-01WP-03P-01MT-01MT-02MT-02MT-02WP-01ST-01ST-02WP-01UNDERSIDEWP-03P-01PATIO AREAP-02P-02P-0210' - 0"EQEQ10' - 0"EQEQ11' - 0"L-01L-01L-02IN SOFFITL-02IN SOFFITT.O. SLAB0"T.O. BLDSTOREFRONT10' -0"T.O. BLD ROOF27' -7"T.O. PARAPET19' -8"LOCATION OF FUTURE SOLAR PANELS INTEGRATED INTO STANDING SEAM ROOFLOCATION FOR LOGO DISPLAYST-01WP-02WP-01P-02ST-02RP-01MT-01MT-02P-02P-02P-02WP-015' - 2"5' - 2"10' - 0"10' - 0"10' - 0"11' - 0"L-01LEGEND:WALL PANELMFG.: JAMES HARDIEMODEL: HARDIEPANEL VERTICAL SIDINGTYPE: SELECT CEDARMILLCOLOR: SUMMER WHITEWP-01WALL PANEL / SOFFITMFG.: VITRABONDMODEL: WOODCREATECOLOR: AMERICAN PINE VB8330FINISH: "WOOD" FINISHWP-02ROOF PANELMFG.: RHEINZINK OR EQUALCOLOR: GRAPHITE GREYFINISH: REVEAL PANEL PRE-PATINARP-01GREEN WALL: GW-01MFG.: --COLOR: GREENFINISH: PLANTSGW-01WALL FINISH: WP-03MFG.: STOMODEL: STOPOWERWALLCOLOR: -FINISH: SMOOTH WP-03STONE VENEERMFG.: CORONADO STONE PRODUCTSMODEL#: DESIGNER SERIESTYPE: 6" SPLIT LIMESTONECOLOR: SUMMIT GREYST-01PAINT FINISHMFG.: DUNN EDWARDSMODEL: DEW380COLOR: WHITEFINISH: MATTEP-01METAL: CANOPYMFG.: MAPES CANOPY OR EQUALCOLOR: PREFINISHED BLACKMT-02METAL: COPINGMFG.: GENERICCOLOR: PREFINISHED BLACKMT-01PAINT FINISHMFG.: DUNN EDWARDSMODEL: DE6346COLOR: SALEM BLACKFINISH: MATTEP-02STONE CAPMFG.: CORONADO STONE PRODUCTSMODEL#: 900 SERIES SILLTYPE: #2COLOR: GREYST-02LED WALL PACKMFG.: LSI INDUSTRIESMODEL#: WPSLL -SLIM WALL PACKTYPE: LARGE LED SLIM WALL PACKCOLOR: FINISH TBDL-01LED SOFFIT LIGHTINGMFG.: LSI INDUSTRIESMODEL#: SDL4'TYPE: LED STRIP DIFFUSED LENSCOLOR: WHITE FINISHL-02LED LIGHT STRIPMFG.: GREEN LED LIGHTING SOLUTIONSMODEL#: VIVID S270TYPE: SILICONECOLOR: CUSTOM CONSERV GREENL-03METAL: HSS OR TS STEELMFG.: GENERICCOLOR: SEE PAINT FINISHESMT-03CHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtA2.2BUILDINGELEVATIONSMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCWTJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128SCALE:A2.21/4" = 1'-0"1BUILDING -SOUTH ELEVATIONSCALE:A2.21/4" = 1'-0"2BUILDING -WEST ELEVATIONNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONS2021-10-27 PC Agenda Page 128 of 207
A3.15A3.13SNEW246 SFTRASHENCLOSURE11625' - 0"11' - 4"A3.14A3.16ENCLOSURE POSTTYP.TRASHRECYCLEGREEN WASTEYRW27' - 0"2' - 0"25' - 0"12' - 0"CONCRETEAPRONCONCRETEPAD1' - 10"3' - 0"6' - 5"13' - 10"2"GATE CANE BOLT HOLESPIPE LINED (TYP OF 8)6'-9"x4'-8"6'-9"x4'-8"6'-9"x4'-8"GAP BETWEEN ENCLOSURE & GATESGATES HUNG INDEPENDANTLY FROM WALLS OF ENCLOSURE ON POSTSCONCRETEWALKWAYA3.15A3.13SNEWSLOPE DOWN27' - 1"14' - 6"A3.14A3.16RP-01SOLID ROOF COVERINGSTANDING SEAM METAL ROOFLEGEND:WALL PANELMFG.: JAMES HARDIEMODEL: HARDIEPANEL VERTICAL SIDINGTYPE: SELECT CEDARMILLCOLOR: SUMMER WHITEWP-01WALL PANEL / SOFFITMFG.: VITRABONDMODEL: WOODCREATECOLOR: AMERICAN PINE VB8330FINISH: "WOOD" FINISHWP-02ROOF PANELMFG.: RHEINZINK OR EQUALCOLOR: GRAPHITE GREYFINISH: REVEAL PANEL PRE-PATINARP-01GREEN WALL: GW-01MFG.: --COLOR: GREENFINISH: PLANTSGW-01WALL FINISH: WP-03MFG.: STOMODEL: STOPOWERWALLCOLOR: -FINISH: SMOOTH WP-03STONE VENEERMFG.: CORONADO STONE PRODUCTSMODEL#: DESIGNER SERIESTYPE: 6" SPLIT LIMESTONECOLOR: SUMMIT GREYST-01PAINT FINISHMFG.: DUNN EDWARDSMODEL: DEW380COLOR: WHITEFINISH: MATTEP-01METAL: CANOPYMFG.: MAPES CANOPY OR EQUALCOLOR: PREFINISHED BLACKMT-02METAL: COPINGMFG.: GENERICCOLOR: PREFINISHED BLACKMT-01PAINT FINISHMFG.: DUNN EDWARDSMODEL: DE6346COLOR: SALEM BLACKFINISH: MATTEP-02STONE CAPMFG.: CORONADO STONE PRODUCTSMODEL#: 900 SERIES SILLTYPE: #2COLOR: GREYST-02LED WALL PACKMFG.: LSI INDUSTRIESMODEL#: WPSLL -SLIM WALL PACKTYPE: LARGE LED SLIM WALL PACKCOLOR: FINISH TBDL-01LED SOFFIT LIGHTINGMFG.: LSI INDUSTRIESMODEL#: SDL4'TYPE: LED STRIP DIFFUSED LENSCOLOR: WHITE FINISHL-02LED LIGHT STRIPMFG.: GREEN LED LIGHTING SOLUTIONSMODEL#: VIVID S270TYPE: SILICONECOLOR: CUSTOM CONSERV GREENL-03METAL: HSS OR TS STEELMFG.: GENERICCOLOR: SEE PAINT FINISHESMT-03T.O. SLAB0"8' - 0"11' - 6"14' - 1"WP-01ST-02MT-01MT-03P-02RP-01CLR11' - 0"SOLID ROOF COVERINGENCLOSURE POST122T.O. SLAB0"8' - 0"14' - 1"ST-01ST-02WP-03P-01WP-01MT-01MT-03P-02RP-01T.O. SLAB0"ST-01ST-02WP-03P-01MT-01MT-03P-02RP-018' - 0"3' - 6"6' - 1"4"3' - 2"6"4' - 0"11' - 6"14' - 1"11' - 0" CLRSOLID ROOF COVERINGENCLOSURE POST122T.O. SLAB0"ST-01ST-02WP-02P-01MT-01MT-03P-02RP-01ST-01ST-02WP-03P-018' - 0"4"CHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtA3.1TRASH ENCL.PLANS &ELEVATIONSMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCJCJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128SCALE:A3.11/4" = 1'-0"1TRASH ENCLOSURE FLOOR PLANSCALE:A3.11/4" = 1'-0"2TRASH ENCLOSURE ROOF PLANSCALE:A3.11/4" = 1'-0"3TRASH ENCLOSURE EAST ELEVATIONSCALE:A3.11/4" = 1'-0"5TRASH ENCLOSURE SOUTH ELEVATIONSCALE:A3.11/4" = 1'-0"4TRASH ENCLOSURE WEST ELEVATIONSCALE:A3.11/4" = 1'-0"6TRASH ENCLOSURE NORTH ELEVATIONNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONS2021-10-27 PC Agenda Page 129 of 207
CA2.14CA2.12CA2.13CA2.11DDEEFF554432' - 0"32' - 0"22' - 0"32' - 0"32' - 0"80' - 0" CANOPY ABOVE22' - 0"52' - 0"52' - 0" CANOPY ABOVE80' - 0" CANOPY ABOVESNEWCHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtCA1.1CANOPY FLOORPLANMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCWTJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128SCALE:CA1.13/16" = 1'-0"1CANOPY FLOOR PLANNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONS2021-10-27 PC Agenda Page 130 of 207
CANOPY DRIVESLAB0"B.O. CANOPY18' -0"T.O. CANOPYROOF21' -8"54DISPENSER (TYP.)BOLLARDS (TYP.)DISPENSER ISLAND (TYP.)CANOPY COLUMN (TYP.)LOCATION OF FUTURE SOLAR PANELS RP-01MT-01P-02ST-01ST-02L-03CANOPY DRIVESLAB0"B.O. CANOPY18' -0"T.O. CANOPYROOF21' -8"DEFDISPENSER (TYP.)BOLLARDS (TYP.)DISPENSER ISLAND (TYP.)CANOPY COLUMN (TYP.)LOCATION OF FUTURE SOLAR PANELS RP-01MT-01P-02ST-02L-03CANOPY DRIVESLAB0"B.O. CANOPY18' -0"T.O. CANOPYROOF21' -8"DEFLOCATION OF FUTURE SOLAR PANELS DISPENSER (TYP.)BOLLARDS (TYP.)DISPENSER ISLAND (TYP.)CANOPY COLUMN (TYP.)RP-01MT-01P-02ST-02L-03CANOPY DRIVESLAB0"B.O. CANOPY18' -0"T.O. CANOPYROOF21' -8"54DISPENSER (TYP.)BOLLARDS (TYP.)DISPENSER ISLAND (TYP.)CANOPY COLUMN (TYP.)LOCATION OF FUTURE SOLAR PANELS RP-01MT-01P-02ST-01ST-02L-03LEGEND:WALL PANELMFG.: JAMES HARDIEMODEL: HARDIEPANEL VERTICAL SIDINGTYPE: SELECT CEDARMILLCOLOR: SUMMER WHITEWP-01WALL PANEL / SOFFITMFG.: VITRABONDMODEL: WOODCREATECOLOR: AMERICAN PINE VB8330FINISH: "WOOD" FINISHWP-02ROOF PANELMFG.: RHEINZINK OR EQUALCOLOR: GRAPHITE GREYFINISH: REVEAL PANEL PRE-PATINARP-01GREEN WALL: GW-01MFG.: --COLOR: GREENFINISH: PLANTSGW-01WALL FINISH: WP-03MFG.: STOMODEL: STOPOWERWALLCOLOR: -FINISH: SMOOTH WP-03STONE VENEERMFG.: CORONADO STONE PRODUCTSMODEL#: DESIGNER SERIESTYPE: 6" SPLIT LIMESTONECOLOR: SUMMIT GREYST-01PAINT FINISHMFG.: DUNN EDWARDSMODEL: DEW380COLOR: WHITEFINISH: MATTEP-01METAL: CANOPYMFG.: MAPES CANOPY OR EQUALCOLOR: PREFINISHED BLACKMT-02METAL: COPINGMFG.: GENERICCOLOR: PREFINISHED BLACKMT-01PAINT FINISHMFG.: DUNN EDWARDSMODEL: DE6346COLOR: SALEM BLACKFINISH: MATTEP-02STONE CAPMFG.: CORONADO STONE PRODUCTSMODEL#: 900 SERIES SILLTYPE: #2COLOR: GREYST-02LED WALL PACKMFG.: LSI INDUSTRIESMODEL#: WPSLL -SLIM WALL PACKTYPE: LARGE LED SLIM WALL PACKCOLOR: FINISH TBDL-01LED SOFFIT LIGHTINGMFG.: LSI INDUSTRIESMODEL#: SDL4'TYPE: LED STRIP DIFFUSED LENSCOLOR: WHITE FINISHL-02LED LIGHT STRIPMFG.: GREEN LED LIGHTING SOLUTIONSMODEL#: VIVID S270TYPE: SILICONECOLOR: CUSTOM CONSERV GREENL-03METAL: HSS OR TS STEELMFG.: GENERICCOLOR: SEE PAINT FINISHESMT-03CHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtCA2.1CANOPYELEVATIONSMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCWTJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128SCALE:CA2.13/16" = 1'-0"1CANOPY -EAST ELEVATIONSCALE:CA2.13/16" = 1'-0"3CANOPY -NORTH ELEVATIONSCALE:CA2.13/16" = 1'-0"4CANOPY -SOUTH ELEVATIONSCALE:CA2.13/16" = 1'-0"2CANOPY -WEST ELEVATIONNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONS2021-10-27 PC Agenda Page 131 of 207
CW2.12CW2.1CW2.1CW2.1534EWNS857 SFCAR WASHTUNNEL120245 SFCAR WASHEQUIPMENTROOM121157 SFCAR WASHELECTRICALROOM12258' - 5"2' - 5"5' - 0"2' - 7"9' - 0"2' - 7"16' - 7"2' - 7"9' - 0"2' - 7"5' - 0"2' - 5"24' - 2"2' - 5"1' - 10"10' - 0"4' - 10"3' - 4"9"2' - 5"2' - 5"1' - 10"10' - 0"4' - 10"3' - 4"9"2' - 5"24' - 2"CW2.12CW2.1CW2.1CW2.1534EWNSSLOPE DOWN60' - 5"27' - 0"26' - 11"29' - 9"CHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtCW1.1CARWASH FLOORPLAN & ROOF PLANMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCWTJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128SCALE:CW1.11/4" = 1'-0"1CAR WASH FLOOR PLANSCALE:CW1.11/4" = 1'-0"2CAR WASH ROOF PLANNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONS2021-10-27 PC Agenda Page 132 of 207
T.O. SLAB0"B.O. CW ROOF14' -2"T.O. C.W. SLAB-6"T.O. CW ROOF19' -8"LOCATION FOR FUTURE SIGNAGE PER SIGNAGE PROGRAM ST-01WP-01ST-02RP-01MT-02WP-03P-01CONSERV LIGHT STRIP (TYP)EQEQEQEQEQEQEQEQEQEQL-0111' - 0"8' - 0"11' - 0"T.O. SLAB0"B.O. CW ROOF14' -2"T.O. C.W. SLAB-6"B.O. CW FASCIA15' -8"T.O. CW ROOF19' -8"LOCATION FOR FUTURE SIGNAGE PER SIGNAGE PROGRAM ST-01WP-01ST-02RP-01MT-02WP-03P-01EQEQEQEQEQEQEQEQEQEQ11' - 0"T.O. SLAB0"B.O. CW ROOF14' -2"T.O. C.W. SLAB-6"T.O. CW ROOF19' -8"LOCATION FOR FUTURE SIGNAGE PER SIGNAGE PROGRAM 122WP-01RP-01MT-02WP-03P-01MT-026' - 10"11' - 6"2' - 5"10' - 0"L-01T.O. SLAB0"B.O. CW ROOF14' -2"T.O. C.W. SLAB-6"T.O. CW ROOF19' -8"LOCATION FOR FUTURE SIGNAGE PER SIGNAGE PROGRAM 212WP-01RP-01MT-02WP-03P-01MT-026' - 10"11' - 6"2' - 5"10' - 0"L-01LEGEND:WALL PANELMFG.: JAMES HARDIEMODEL: HARDIEPANEL VERTICAL SIDINGTYPE: SELECT CEDARMILLCOLOR: SUMMER WHITEWP-01WALL PANEL / SOFFITMFG.: VITRABONDMODEL: WOODCREATECOLOR: AMERICAN PINE VB8330FINISH: "WOOD" FINISHWP-02ROOF PANELMFG.: RHEINZINK OR EQUALCOLOR: GRAPHITE GREYFINISH: REVEAL PANEL PRE-PATINARP-01GREEN WALL: GW-01MFG.: --COLOR: GREENFINISH: PLANTSGW-01WALL FINISH: WP-03MFG.: STOMODEL: STOPOWERWALLCOLOR: -FINISH: SMOOTH WP-03STONE VENEERMFG.: CORONADO STONE PRODUCTSMODEL#: DESIGNER SERIESTYPE: 6" SPLIT LIMESTONECOLOR: SUMMIT GREYST-01PAINT FINISHMFG.: DUNN EDWARDSMODEL: DEW380COLOR: WHITEFINISH: MATTEP-01METAL: CANOPYMFG.: MAPES CANOPY OR EQUALCOLOR: PREFINISHED BLACKMT-02METAL: COPINGMFG.: GENERICCOLOR: PREFINISHED BLACKMT-01PAINT FINISHMFG.: DUNN EDWARDSMODEL: DE6346COLOR: SALEM BLACKFINISH: MATTEP-02STONE CAPMFG.: CORONADO STONE PRODUCTSMODEL#: 900 SERIES SILLTYPE: #2COLOR: GREYST-02LED WALL PACKMFG.: LSI INDUSTRIESMODEL#: WPSLL -SLIM WALL PACKTYPE: LARGE LED SLIM WALL PACKCOLOR: FINISH TBDL-01LED SOFFIT LIGHTINGMFG.: LSI INDUSTRIESMODEL#: SDL4'TYPE: LED STRIP DIFFUSED LENSCOLOR: WHITE FINISHL-02LED LIGHT STRIPMFG.: GREEN LED LIGHTING SOLUTIONSMODEL#: VIVID S270TYPE: SILICONECOLOR: CUSTOM CONSERV GREENL-03METAL: HSS OR TS STEELMFG.: GENERICCOLOR: SEE PAINT FINISHESMT-03CHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtCW2.1CARWASHELEVATIONSMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCWTJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128SCALE:CW2.11/4" = 1'-0"4CAR WASH WEST ELEVATIONSCALE:CW2.11/4" = 1'-0"5CAR WASH EAST ELEVATIONSCALE:CW2.11/4" = 1'-0"2CAR WASH SOUTH ELEVATIONSCALE:CW2.11/4" = 1'-0"3CAR WASH NORTH ELEVATIONNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONS2021-10-27 PC Agenda Page 133 of 207
(RP-01) ROOF METAL PANELMANUFACTURE: RHEINZINK MODEL#: -TYPE: STANDING SEAMCOLOR: GRAPHITE GREY(L-03) LIGHT FIXTUREMANUFACTURE: GREEN LED LIGHTING FIXTUREMODEL#: VIVID S270FINISH: SILICONECOLOR: CUSTOM CONSERV GREEN(ST-01) STONE VENEER MANUFACTURE: CORONADO STONE PRODUCTSMODEL#: DESIGNER SERIESTYPE: 6" SPLIT LIMESTONECOLOR: SUMMIT GREY(P-01) PAINT FINISH MANUFACTURE: DUNN EDWARDS MODEL#: DEW380FINISH: -MATTECOLOR: WHITE(WP-01) WALL PANEL MANUFACTURE: JAMES HARDIEMODEL#: HARDIEPANEL VERTICAL SIDINGTYPE: SELECT CEDARMILLCOLOR: SUMMER WHITE(WP-02) WALL/SOFFIT PANEL MANUFACTURE: VITRABONDMODEL#: WOODCREATE TYPE: -COLOR: AMERICAN PINE VB8330(WP-03) WALL FINISH MANUFACTURE: STO MODEL#: STOPOWERWALL W/ STO CRACK DEFENSEFINISH: FINECOLOR: -(P-02) PAINT FINISH MANUFACTURE: DUNN EDWARDS MODEL#: DE6343FINISH: MATTECOLOR: SALEM BLACK(ST-02) STONE CAPMANUFACTURE: CORONADO STONE PRODUCTSMODEL#: 900 SERIES SILLTYPE: #2COLOR: GREY(MT-01) METAL COPINGMANUFACTURE: GENERICMODEL#: -TYPE: PREFINISHED METAL COPINGCOLOR: BLACK(MT-02) METAL CANOPY/AWNINGMANUFACTURE: MAPES CANOPY OR EQUALMODEL#: -TYPE: PREFINISHED METAL CANOPYCOLOR: BLACK(L-01) LIGHT FIXTURE MANUFACTURE: LSI INDUSTRIESMODEL#: WPSLL -SLIM WALL PACKFINISH: TBDTYPE: LARGE LED SLIM WALL PACK(L-02) LIGHT FIXTURE MANUFACTURE: LSI INDUSTRIESMODEL#: SDL4'FINISH: -WHITETYPE: LED STRIP DIFFUSED LENSCHECKED BY:DRAWN BY:DATE:DESIGNED BY:SITE ADDRESS:FG PM:MEP PM:CONSULTANT PM:PROJECT NO.CONFIDENTIALITY STATEMENT:DEVELOPMENT INFORMATION:DRAWING TITLE:THIS DOCUMENT AND THE INFORMATION HEREIN RELATING TO FIEDLER GROUP AND ITS CLIENT HAS BEEN FURNISHED IN CONFIDENCE FOR THE PRIVATE USE OF AUTHORIZED PERSONNEL. NO PART HEREOF SHALL BE COPIED, DUPLICATED, DISTRIBUTED, DISCLOSED OR MADE AVAILABLE TO OTHERS OR USED TO ANY EXTENT EXCEPT AS EXPRESSLY AUTHORIZED IN WRITING BY FIEDLER GROUP. ANY PERSON, FIRM OR CORPORATION RECEIVING THIS DOCUMENT, SHALL BE HELD TO THE FOREGOING RESTRICTIONS.SHEET No.:C:\Users\jchang\Documents\_Revit Projects\16502\16502-Moller_R20_CHANG_200.rvtCMD1.1COLOR MATERIALBOARDMOLLER RETAIL, INC.PROPOSED C-STORE,CARWASH & CANOPY06/28/2020JCWTJCLA MEDIA PKWY& MAIN STREET WESTCHULA VISTA, CA16502CONSERV 6128STOREFRONT SYSTEMSOLAR PANELSSTORMWATER HARVESTING TANKINTEGRATED SOLAR PANELSWOOD FRAME CONNECTIONSCONCEPTUAL DETAILSMATERIAL AND FINISH LEGENDNo. DATE DESCRIPTION1 07/15/2020 CLIENT REVISIONS2 08/13/2020 PLANNING REVISIONS3 02/16/2021 PLANNING REVISIONS2021-10-27 PC Agenda Page 134 of 207
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NORTHMAIN ST WEST4,160 SF4,200 SF1,420 SFCONVENIENCESTORECAR WASHP E R M A N E N T
T U R N A R O U N D LOT 23*CONSERVE 6128CONDITIONAL USE PERMIT &CITY OF CHULA VISTA, CALIFORNIAPREPARED BY:16OFSHEETNO.REVISIONSDATEBYVICINITY MAPR-1GENERAL NOTESGENERAL DESIGN NOTESLOCATION MAPLEGENDKEY MAPHUNSAKER& ASSOCIATESCITY OF CHULA VISTA, CALIFORNIACONSERVE 6128DR20-0018805125Otay Ranch BdyOtay Ranch BdyNMAIN STREETLAPKWYMEDIAOWNERSITEPUBLIC UTILITIESSHEET INDEXEARTHWORK/GRADING QUANTITIESSOURCE OF TOPOGRAPHY‘BENCHMARK:LEGAL DESCRIPTIONASSESSORS PARCEL NUMBERDESIGN REVIEW SITE PLAN FOR:DEVELOPER/APPLICANTSITE LOCATIONCONDITIONAL USE PERMIT &DESIGN REVIEW SITE PLAN FOR:TITLE SHEET2021-10-27 PC Agenda Page 135 of 207
PROPOSED MAIN STREET WESTPROPOSED LA MEDIA PARKWAY (NORTH BOUND)PROPOSED LA MEDIA PARKWAY (SOUTH BOUND)PER DWG NO. 14012-05PER DWG NO. 14012-05PER DWG NO. 14012-05CONCRETE STEPSAND HANDRAIL DETAILPROPOSED PERMANENT TURNAROUNDPER DWG NO. 14012-06A26OFSHEETPREPARED BY:HUNSAKER& ASSOCIATESPROPOSED & EXISTING STREET SECTIONSDR20-0018CONSERVE 6128CONDITIONAL USE PERMIT &CITY OF CHULA VISTA, CALIFORNIADESIGN REVIEW SITE PLAN FOR:2021-10-27 PC Agenda Page 136 of 207
PARKINGNOPARKINGNOPARKINGNOLOT 26 LOT B
LOT 3LOT A
LOT 4
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LA MEDIA PKWY. SOUTH
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CANOPY
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L A M E D IA P K W Y . N O R T H
MAIN ST WEST4,160 SF
4,200 SF
1,420 SF
CONVENIENCE
STORE
CAR WASH
A
PERMANENTTURNAROUNDLOT 23
*3
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OF
SHEETPREPARED BY:
HUNSAKER& ASSOCIATES
PROPOSED SITE PLAN
DR20-0018
CONSERVE 6128
CONDITIONAL USE PERMIT &
CITY OF CHULA VISTA, CALIFORNIA
DESIGN REVIEW SITE PLAN FOR:
2021-10-27 PC Agenda Page 137 of 207
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LOT 26LOT BLOT 3LOT ALOT 4LOT 1LA MEDIA PKWY. SOUTHGAS PUMPCANOPYP=456.8FF=457.3H-007H-006S-001S-005S-008EVH-010EVS-011C-013S-017LA MEDIA PKWY.
NORTHMAIN ST WEST4,160 SF4,200 SF1,420 SFCONVENIENCESTORECAR WASHP E R M A N E N TTURNAROUN D LOT 23*46OFSHEETPREPARED BY:HUNSAKER& ASSOCIATESFIRE TRUCK TURNING MOVEMENTSDR20-0018CITY OF CHULA VISTA FIRE TRUCKWIDTH: 9.83TRACK: 6.83LOCK TO LOCK TIME: 6.00STEERING ANGLE: 45.00LEGENDPATHFRONT TIRESVEHICLE BODYEXISTING FIRE HYDRANTBUILDING TYPE & TOTAL SQUARE FOOTAGE:ADDRESSING:THE BUILDING(S) SHALL BE ADDRESSED IN ACCORDANCEWITH THE FOLLOWING CRITERIA:• 0 – 50FT FROM THE BUILDING TO THE FACE OF THECURB = 6-INCHES IN HEIGHT WITH A 1-INCH STROKE• 51 – 150FT FROM THE BUILDING TO THE FACE OF THECURB = 10-INCHES IN HEIGHT WITH A 1 ½ -INCH STROKE• 151FT FROM THE BUILDING TO THE FACE OF THE CURB= 16-INCHES IN HEIGHT WITH A 2-INCH STROKECONSERVE 6128CONDITIONAL USE PERMIT &CITY OF CHULA VISTA, CALIFORNIADESIGN REVIEW SITE PLAN FOR:2021-10-27 PC Agenda Page 138 of 207
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NORTHMAIN ST WEST4,160 SF4,200 SF1,420 SFCONVENIENCESTORECAR WASHP E R M A N E N TTURNAROUN D LOT 23*56OFSHEETPREPARED BY:HUNSAKER& ASSOCIATESGAS TRUCK TURNING MOVEMENTSDR20-0018GAS DELIVERY TANKER WB - 50TRACTOR WIDTH: 8.0TRAILOR TRACK: 8.5LOCK TO LOCK TIME: 6.00STEERING ANGLE: 17.7LEGENDPATHFRONT TIRESVEHICLE BODYCONSERVE 6128CONDITIONAL USE PERMIT &CITY OF CHULA VISTA, CALIFORNIADESIGN REVIEW SITE PLAN FOR:TRAILOR WIDTH: 8.5TRACTOR TRACK: 8.0ARTICULATING ANGLE: 70.0UNDERGROUND TANKS2021-10-27 PC Agenda Page 139 of 207
2021-10-27 PC Agenda Page 140 of 207
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CONSERV 6128
Location
Map
OWNER
HOMEFED CORPORATION
1903 WRIGHT PL. #220
CARLSBAD, CA 92008
-
PROJECT DESCRIPTION
CONSERV GAS STATION W/ CONVENIENCE STORE
AND CAR WASH
LANDSCAPED AREAS
TOTAL SITE AREA:55,541 SF
TOTAL LANDSCAPED AREA:13,450 SF
ACRES (LANDSCAPED AREA):0.31 acres (24%)
OTAY RANCH, VILLAGE 8
SHEET INDEX
T1 COVER SHEET & DESIGN OBJECTIVES
LANDSCAPE PLANS
L1 LANDSCAPE SITE PLAN & PLANT LEGEN D
L2 LANDSCAPE ELEVATION & DETAIL
L3 LANDSCAPE ELEVATION & DETAIL
L4 LANDSCAPE ELEVATION & DETAIL
L5 LANDSCAPE HYDROZONE MAP
CIVIL ENGINEER
HUNSAKER & ASSOCIATES
9707 WAPLES STREET
SAN DIEGO, CA 92121
858.558.4500
LANDSCAPE ARCHITECT
TRIBUTARY LA, INC.
2725 JEFFERSON STREET, SUITE 14
CARLSBAD, CA 92008
760.434.9300
GOVERNING MUNICIPALITY
THE CITY OF CHULA VISTA
276 FOURTH AVENUE
CHULA VISTA, CA 91910
619.691.5031
0'100'200'50'
N.T.S.
Site Map
Design Objectives
1.All new landscaping will be in accordance with the following documents:
City of Chula Vista's guidelines:
●The Otay Ranch – Village 8 Landscape Master Plan
●The City of Chula Vista Landscape Water Conservation Ordinance
●The City of Chula Vista Grading Ordinance
●Village 8 West Master Precise Plan
2.The design theme of "Contemporary European with an Agrarian
influence" is established in the architectural elevations and features.
These architectural elements shall be considered and enhanced with
plantings of this character, which may include:
-Selecting trees that will provide filtered shade while maintaining a
semi-transparent view of the architectural features
-Creating a series of horizontal planes through canopy trees, shrub
forms and accent colors to reflect the architectural forms
-The use of vertical elements, such as narrow trees, decorative
fencing and light features, to contrast the long architectural planes
while maintaining the project's geometry.
3.All plant material selected for use will be of a type know to be successful
in the area or in similar climatic and soil conditions.
4.The plant palette listed provides a list of plant material to select from
when designing the landscape for this project. However, substitutions
may be required due to availability, conditions related to the soils test
results or other influences.
5.A soil test by a qualified agronomist shall further influence plant materials
and installation techniques. All soils will be fertilized, amended, and tilled
to conform to recommendations made by a soils testing laboratory and
or landscape architect to promote healthy and vigorous plant growth.
6.Color from plant foliage, bark, or flowers will be utilized to create a
friendly, warm, and visually exciting landscape environment. Thematic
color schemes will be utilized in developing project identity.LA MEDIAPARKWAYLA MEDIA PARKWAYMAIN S
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PROJECT SITE:
CONSERV 6128
MAY 19, 2021
CONSERV 6128
OTAY RANCH VILLAGE 8 - COTA VERABY: MOLLER RETAIL, INC.
Tributary LA, Inc.
Landscape Architecture and Planning
PROJECT SITE:
CONSERV 6128
APPLICANT
MOLLER RETAIL, INC.
6591 COLLINS DRIVE, SUITE E11
MOORPARK, CA 93021
-
Irrigation & Water Conservation Notes
1.Prior to the approval of the building permit, a landscape documentation package shall be
submitted to the City of Chula Vista that demonstrates that the landscape associated with this
application complies with the City of Chula Vista landscape Water Ordinance, Chapter 20.12 of
the Municipal Code. The title sheet of the drawings shall contain a signed statement from the
landscape architect as follows:
I am familiar with and agree to comply with the requirements for the landscape plans as in
Chapter 20.12 of the Municipal Code. I have prepared this plan in compliance with those
regulations. I certify that the plan implements the regulations to provide efficient landscape
water use.
2.Irrigation for the site shall utilize underground sprinkler systems; including low flow spray heads
and sub-grade drip irrigation, in compliance with the City of Chula Vista landscape Water
Ordinance, Chapter 20.12 of the Municipal Code.
3.The irrigation system shall also utilize water saving devices including flow-sensing, rain-sensing
devices and automatic control systems that either interface with CIMIS data or on-site weather
sensors.
4.A 3" layer of organic mulch will be used where possible to reduce moisture loss.
2021-10-27 PC Agenda Page 141 of 207
2021-10-27 PC Agenda Page 142 of 207
GABION WALL PLANTER(30"H X 36" SQ.)
W/ DWARF CITRUS TREE
L2
MAY 19, 2021
CONSERV 6128
OTAY RANCH VILLAGE 8 - COTA VERABY: MOLLER RETAIL, INC.
Tributary LA, Inc.
Landscape Architecture and Planning
CONVENIENCE STORE - NORTH ELEVATION
CONVENIENCE STORE - WEST ELEVATION
GABION WALL SEAT WALL
(90"L X 24"W X 24"H)
GABION WALL PLANTER(30"H X 36" SQ.)
W/ DWARF CITRUS TREEGABION WALL SEAT WALL
(90"L X 24"W X 24"H)
7'-6"7'-6"24"24"30"30"30"30"30"30"30"30"
GABION WALL PLANTER(30"H X 36" SQ.)
ON NORTH BUILDING FACE
GABION WALL PLANTER(30"H X 36" SQ.)
ON SOUTH BUILDING FACE
GABION WALL PLANTER & SEAT WALL
7'-6"24"30"30"
ELEVATIONS & ENLARGEMENTS
CORTEN STEEL FRAME
TUMBLED STONE FILL
(COLOR TO COMPLIMENT
ARCHITECTURAL FINISHES)
2021-10-27 PC Agenda Page 143 of 207
CC
ELEVATIONS & ENLARGEMENTS L3
GEOMETRIC VINE TRELLIS
MAY 19, 2021
CONSERV 6128
OTAY RANCH VILLAGE 8 - COTA VERABY: MOLLER RETAIL, INC.
Tributary LA, Inc.
Landscape Architecture and Planning
GABION WALL PLANTER(30"H X 30" SQ.)
W/ DWARF CITRUS TREE
GABION WALL PLANTER(30"H X 36" SQ.)
W/ DWARF CITRUS TREE
CONVENIENCE STORE - SOUTH ELEVATION
CONVENIENCE STORE - EAST ELEVATION
GEOMETRIC VINE TRELLIS W/
FLOWERING VINES
GEOMETRIC VINE TRELLIS W/
FLOWERING VINES
GABION WALL PLANTER(30"H X 30" SQ.)
W/ DWARF CITRUS TREE
COLUMNAR SHRUBS & HEDGES 30"30"30"30"30"30"30"30"9'-8"9'-4"5'-6"4'-8"HEIGHT VARIES (5'-6" - 9'-6")WIDTH VARIES (3'-9" - 5'-6")8" (TYP)8" (TYP)METAL FINISH TO MATCH
ARCHITECTURAL TRIM
CLIMBING, FLOWERING VINES
2021-10-27 PC Agenda Page 144 of 207
ELEVATIONS & ENLARGEMENTS L4
MAY 19, 2021
CONSERV 6128
OTAY RANCH VILLAGE 8 - COTA VERABY: MOLLER RETAIL, INC.
Tributary LA, Inc.
Landscape Architecture and Planning
CAR WASH - EAST ELEVATION
PROJECT SIGNAGE - ELEVATION
LA MEDIA PARKWAY
(NORTH & SOUTH)
9'-0"
COLUMNAR ACCENT PLANTING
6'-0"BOARD FORM CONCRETE
SIGN WALL
FLOATING ACCENT
METAL - WRAP ON 3 SIDES
2021-10-27 PC Agenda Page 145 of 207
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MAY 19, 2021
CONSERV 6128
OTAY RANCH VILLAGE 8 - COTA VERABY: MOLLER RETAIL, INC.
Tributary LA, Inc.
Landscape Architecture and Planning
0'20'40'10'
Irrigation & Water Conservation Notes
1.Prior to the approval of the building permit, a landscape documentation package shall be
submitted to the City of Chula Vista that demonstrates that the landscape associated with this
application complies with the City of Chula Vista landscape Water Ordinance, Chapter 20.12 of
the Municipal Code. The title sheet of the drawings shall contain a signed statement from the
landscape architect as follows:
I am familiar with and agree to comply with the requirements for the landscape plans as in
Chapter 20.12 of the Municipal Code. I have prepared this plan in compliance with those
regulations. I certify that the plan implements the regulations to provide efficient landscape
water use.
2.Irrigation for the site shall utilize underground sprinkler systems; including low flow spray heads
and sub-grade drip irrigation, in compliance with the City of Chula Vista landscape Water
Ordinance, Chapter 20.12 of the Municipal Code.
3.The irrigation system shall also utilize water saving devices including flow-sensing, rain-sensing
devices and automatic control systems that either interface with CIMIS data or on-site weather
sensors.
4.A 3" layer of organic mulch will be used where possible to reduce moisture loss.
LEGEND
Drip-Line System
Full Sun Exposure
Flat or Mild Slope
Crop Coefficient: 0.3
Area: 5,264 SF
MAWA: 96,732
ETWU: 79,615
ORNAMENTAL PLANTING
Total Maximum Applied Water Allowance (MAWA): 156,813
Total Estimated Total Water Use (ETWU): 156,745
Drip-Line System
South and West Exposure
Flat or Mild Slope
Crop Coefficient:0.4
Area: 2,174 SF
MAWA: 25,477
ETWU: 27,958
ENHANCED ENTRY PLANTING
Drip-Line System
Full Sun Exposure
Flat or Mild Slope
Crop Coefficient: 0.4
Area: 2,831 SF
MAWA: 33,168
ETWU: 36,399
GENERAL PLANTING, PARTIAL SHADE
Drip-Line System
Partial to predominantly Shade
Flat or Mild Slope
Crop Coefficient: 0.5
Area: 1,803 SF
MAWA: 21,125
ETWU: 28,978
SLOPES- WEST EXPOSURE
Drip-Line System
Full Sun Exposure
2:1 Slope
Crop Coefficient: 0.3
Area: 1,406 SF
MAWA: 16,481
ETWU: 13.565
GABION PLANTERS - NORTH EXPOSURE
Drip-Line System
Partial to predominantly Shade
No Slope
Crop Coefficient: 0.3
Area: 9 SF
MAWA: 105
ETWU: 87
BUILDING FRONTAGE
GABION PLANTERS - SOUTH EXPOSURE
Drip-Line System
Full Sun Exposure
No Slope
Crop Coefficient: 0.3
Area: 16 SF
MAWA: 185
ETWU: 152
CAR
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CONVENIENCE
STORE
CAR WASH DRIVEWAY
2021-10-27 PC Agenda Page 146 of 207
v . 0 0 1 P a g e | 1
October 27, 2021
ITEM TITLE
Design Review Permit for GenProp Backhouse, LLC, a four-story multifamily residential building on a 0.28-
acre site.
Location: Southwest corner of Church Avenue and Davidson Street.
Environmental Notice: The project was adequately covered in the previously adopted final Environmental
Impact Report FEIR 06-01 prepared for the Chula Vista Urban Core and certified by the City Council in May
2007. Thus, no further environmental review is required.
Recommended Action
Conduct a public hearing and adopt Resolution No. DR20-0019 approving the project, based on the findings
and subject to the conditions contained therein.
SUMMARY
The applicant, GenProp Backhouse, LLC applied for a Design Review Permit for the development of a 36,528
square-foot, four story, multifamily residential building at the southwest corner of Church Avenue and
Davidson Street. The first floor of the building will be reserved for 25 tuck-under parking spaces for the
proposed 31units. The 31 one-bedroom units will be evenly distributed among the second, third and fourth
floors of the building. The project will include open space in the form of balconies and an outdoor roof deck,
above the fourth floor, totaling 6,393 square feet of on-site open space.
HOUSING IMPACT STATEMENT
The proposed project will increase housing within the Western portion of the City of Chula Vista by adding
31 market rate residential units to the housing stock. The City of Chula Vista has a citywide Balanced
Communities Policy for all residential developments of 50-units or more. The Balanced Communities Policy
is applied to projects so as not to overburden areas of the community with high concentrations of low-income
housing. Due to the location and size of this proposed project, the Balanced Communities Policy does not
apply.
ENVIRONMENTAL REVIEW
The Director of Development Services has reviewed the proposed project for compliance with the California
Environmental Quality Act (CEQA) and has determined that the proposed project was adequately covered in
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P a g e | 2
the previously adopted Final Environmental Impact Report FEIR 06-01 prepared for the Chula Vista Urban
Core and certified by the City Council in May 2007. Thus, no further environmental review is required.
DISCUSSION
Project Site Characteristics:
The 0.28-acre subject property is located at the southwest corner of Church Avenue and Davidson Street,
developed with a 30-space private parking lot with no other structures on the property. To the west of the
site is an alley that runs parallel to Church Avenue and perpendicular to Davidson Street. The alley provides
one-way circulation to the south. The site is surrounded by a variety of commercial uses,
medical/professional offices, and residential uses. In addition, the project site is within walking distance to
public transportation as Bus Route 929 runs along Third Avenue and Bus Route 705 runs along E Street. The
site is also located within the Downtown Parking District, which extends from E Street to H Street along Del
Mar Avenue and Garret Avenue. A project within the parking district area may opt to provide up to 50% of
the required off-site parking in the form of in-lieu parking fees instead of 100% on-site.
Project Description
The proposed project consists of developing a 36,528 square foot, four-story multifamily dwelling with 31-
units distributed among the second through fourth floors and 25 parking spaces on the ground floor. The
project will provide 1,865 square feet of landscaping and 6,393 square feet of open space throughout the
building in the form of balconies and a roof deck on top of the fourth floor. Each balcony counts toward open
space and will provide a minimum dimension of 60 square feet for a total of 2,500 square feet and a common
area roof deck of 3,893 square feet. The project will provide 31 one-bedroom units ranging from 660 square
feet to 704 square feet. The building façade will front along Church Avenue with ingress and egress to the
first-floor parking garage from the alley.
Project Architecture
The proposed project features a modern architectural design that is eclectic and exemplifies and contributes
to the vibrancy of the Third Avenue Village. The architecture fits the Third Avenue setting of historic
structures as well as the newly proposed and existing building designs. The building mass is articulated by
horizontal and vertical plane variations, including balconies, which provide variety and interest and are
highlighted by accent colors and materials that break up the roof line. The building façades will support a
variety of building materials and colors, including cement plaster, concrete, metal, stucco, and laminate glass.
As proposed, the project is consistent with the overall design, form and scale and fits within the guidelines
of the Urban Core Specific Plan’s Village District.
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Land Use and Zoning
Current Use General Plan UCSP (Zoning)
Site Private Parking Lot Mixed Use Residential V1 East Village
North Public Parking Lot Mixed Use Residential V1 East Village
East Triplex & Duplex Mixed Use Residential V1 East Village
South Duplex Mixed Use Residential V1 East Village
West Commercial Retail Mixed Use Residential V2 Village
Parking
The proposed project is located within the Urban Core Specific Plan with a V-1 District designation which
requires residential projects be developed with a parking ratio of 1.5 parking spaces per residential unit, plus
1 guest parking space for every 10 units. The proposed project is 31-units and required to provide 50 parking
spaces. The Urban Core Specific Plan allows projects an option to provide 50% of the required parking on-
site, and the rest can be provided off-site in private and/or public parking lots within 500 feet of the project
site. The Downtown Parking District also allows proposed developments within the downtown area the
option to pay an in-lieu fee for up to 50% of the required parking spaces not provided on-site. The project
will provide 25 on-site parking spaces on the ground floor of the building. The 25 required off-site parking
spaces will be satisfied by paying the in-lieu fee. The fee will contribute to the construction of additional
future parking throughout the Downtown Parking District.
The proposed project also results in the loss of 30 private parking spaces. A study of the Downtown Parking
District is currently underway (the “Downtown Parking Study”). The Downtown Parking Study will
inventory all current parking in the district, project parking demand at buildout, and provide
recommendations to address any shortfalls in parking supply that may be identified. The Downtown Parking
Study is expected to be completed and presented to the City Council in early 2022.
Development Standards
The proposed residential development has been evaluated using the Urban Core Specific Plan’s development
standards and regulations. Table One reflects the required standards of the zone and the proposed project
features:
TABLE 1: Development Standards and Regulations
Development Standard V1 East Village Zoning Project Proposal
Building Height 18 ft. Min.; 45 ft. Max. 45 feet
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Development Standard V1 East Village Zoning Project Proposal
Building Setbacks:
East (Front):
North Side:
South Side:
West (Rear):
0 feet
0 feet
0 Feet
0 Feet
0 Feet
4.8 Feet
0 Feet
0 Feet
Floor Area Ratio (FAR) 2.0 Max. 1.93
Street Wall Frontage 50% Min. 50%
Required Parking 50 spaces 25 on-site spaces, including 2
# accessible spaces
25 off-site spaces paid in-lieu
Required Open Space 6,200 sq. ft. 6,393 sq. ft.
Landscaping 15% of site 15.1%
Urban Core Specific Plan
The proposed project has been reviewed and evaluated based on the development standards of the Urban
Core Specific Plan, and the design guidelines listed in the V-1 East Village District as well as consistency with
the City of Chula Vista’s General Plan. The following is an analysis of the project based on the applicable
policies of the Urban Core Specific Plan.
Land Use
The proposed project is consistent with the vision, objectives and policies of the General Plan and the
development standards and design guidelines of the Urban Core Specific Plan. The project will redevelop an
existing public parking lot and provide additional residential units to the City’s downtown area with
convenient access to commercial shopping and dining as well as public transit. There are two bus routes
within the area, Bus Route 929 along Third Avenue and Bus Route 705 along E Street with bus stops within
walking distance of the proposed project. The proposed project will add residential development with
potential consumers to a vibrant Third Avenue with a variety of goods and services for the local community.
The proposed project is consistent with the Urban Core Specific Plan development regulations related to land
use, building height, floor area ratio, setbacks, parking, landscaping, and open space. As shown in the table
above, the Project meets all the regulations of the Urban Core Specific Plan. The proposed project also
complies with the General Plan by providing 31 dwelling units in an area designated to provide between 28-
60 dwelling units per acre.
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Site Planning and Building Placement/Orientation/Building Architecture
The project was analyzed based on the design guidelines established in the Urban Core Specific Plan. The
following is a set of design standards related to Site Planning, Building Placement and Building Architecture
applicable to the proposed project followed by a statement indicating how the project is consistent with
those guidelines.
“The first floor of any new building should be built at (or very close to) the front property line, parallel to the
street. Buildings should also be placed on the setback line along alleys.
“Create continuous pedestrian activity along public sidewalks in an uninterrupted sequence by minimizing gaps
between buildings.”
“Locate rear parking lot and structure entries on side streets or alleys in order to minimize pedestrian/vehicular
conflicts along Third Avenue and F Street.”
The project will provide a four-story multifamily residential development with tuck under parking on the
ground floor for 25 parking spaces with access via the alley. The project will provide a zero setback along the
western and southern portions of the building. The project will have 50% street wall frontage along Church
Avenue as the pedestrian entryway to the building. The building façade along Church Avenue will provide a
continuous span of visual interest and include streetscape improvements with pedestrian connectivity by
adding pedestrian lighting, benches, and bike racks along the frontage of the building on Church Avenue.
Building Architecture
“The characteristic proportion (relationship of height to width) of existing façades should be reflected in new
infill development.”
“Building façades should be detailed in such a way as to make them appear smaller in scale. The smaller scale
can be achieved through vertical and horizontal articulation such as: breaks in the surface of the wall,
placement of window and door openings, and placement of bay windows, balconies, awnings, and canopies.”
The proposed project features a modern architectural design reflecting the existing architectural style of
current buildings in the project vicinity. The project mainly draws inspiration from the modern structures
along Church Avenue and Third Avenue. The building mass is articulated with horizontal and vertical plane
offsets along Church Avenue and Davidson Street to include windows, doors, and balconies to add variety
and interest. This is highlighted in the architectural design with accent colors and materials, including stucco,
wood siding and laminate glass. The project will be a pedestrian oriented design to include streetscape
improvements, such as pedestrian lighting, benches, and trees along Church Avenue.
Floor Area Ratio/Building Height/Setbacks
The proposed project is consistent with the development standards for Floor Area Ratio (FAR), height and
setbacks. The subject site currently has an area of approximately 12,380 square feet. The Urban Core Specific
Plan allows the V-1 District a maximum FAR of 2.0 and the proposed project will have an FAR of 1.9.
Regarding height and setbacks, the project will be a maximum height of 45-feet as required within the V-1
2021-10-27 PC Agenda Page 151 of 207
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District and meet the zero-setback requirement. The project also complies with the required zero-setback
along 50% of the street wall frontage on Church Avenue.
Open Space and Landscaping
The Urban Core Specific Plan V-1 District requires that the open space within the district be calculated at 200
square feet per unit. This requirement refers to any areas with minimum dimensions of 60 square feet (6’ x
10’) and devoted to the following common, private, or public uses: patio, balcony, deck and any area
providing passive or active recreational/leisure use or facility. The project adheres to the development
standards and requirements within the Urban Core Specific Plan and Chula Vista Design Guidelines. The
project will provide 31-units for a total open space requirement of 6,200 square feet and will exceed its
requirement by 193 square feet. The project will provide a variation of open space throughout the project,
such as providing balconies on the second, third and fourth floors as well as a common area 3,893 square
foot roof deck above the fourth floor available to the residents. Additionally, the project will provide a total
landscape area of 1,865 square feet which exceeds the minimum 15% requirement within the Chula Vista
Design Guidelines.
Site Distance Waiver
As proposed, the structure of the new building would restrict the minimum required sight line distance
standards for cross traffic at the intersection of Church Avenue and Davidson Street. To comply with Chula
Vista Municipal Code Section 12.12.120, the applicant applied for a waiver, pursuant to City Design Standard
RWY-05, by proposing to convert a side street stop-controlled intersection to a four-way stop controlled
intersection. This will provide additional safety at the intersection for all users crossing the street and
alleviate any sight distance issues by requiring all users to make a complete stop (Attachment 5).
Conclusion
Based on the analysis of the proposed project, staff recommends that the Planning Commission approve the
proposed project subject to the conditions contained in the resolution. The proposed project will enhance
the current neighborhood with the redevelopment of the existing surface parking lot to a four-story,
multifamily residential building. The project site will contribute to the revitalization of the neighborhood and
provide convenient access to Third Avenue’s commercial retail and nearby public transportation. The site
will be developed with a project that is consistent with the vision, objectives and policies of the General Plan
and meets the requirements and guidelines of the Urban Core Specific Plan.
DECISION-MAKER CONFLICT
Staff has reviewed the property holdings of the Planning Commission members and has found no property
holdings within 1,000 feet of the boundaries of the property which is the subject of this action. Consequently,
this item does not present a disqualifying real property-related financial conflict of interest under California
Code of Regulations Title 2, section 18702.2(a)(7) or (8), for purposes of the Political Reform Act (Cal. Gov’t
Code §87100, et seq.).
Staff is not independently aware and has not been informed by any Planning Commission member, of any
other fact that may constitute a basis for a decision-maker conflict of interest in this matter.
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FISCAL IMPACT
The application fees and processing costs are paid for by the Applicant, resulting in no net fiscal impact to
the Development Services Fund or the General Fund.
ATTACHMENTS
1. Locator Map
2. Project Plans
3. Material Board
4. Sight Vision Waiver
5. Development Processing Agreement
6. Resolution DR20-0019
Staff Contact: Tiffany Allen, Director of Development Services
Oscar Romero, Senior Planner
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2021-10-27 PC Agenda Page 154 of 207
SHEET INDEX
SILVERGATE DEVELOPMENT
DESIGN REVIEW SET
JAKE REYNOLDS
4960 N. HARBOR DRIVE #200
SAN DIEGO, CA 92106
(619) 625-1260 x107
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 3:12:26 PM 9/15/2021 3:12:26 PMG0.00
TITLE SHEET CHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
DR20-0019
PROJECT DATA
PROJECT DIRECTORY
PROJECT LOCATION
TRUE
NORTH
VICINITY MAP
Owner/Developer
BACKHOUSE, LLC
4960 North Harbor Drive Suite 200
San Diego, CA 92106
Contact: Jake Reynolds
Email: jdr@silvergatedevelopment
Tel: (619) 625-1260 x107
Architect
The Brown Studio
1144 North Coast Highway 101
Leucadia, CA 92024
Contact: Logan Anderson, AIA
Email: logan@thebrownstudio.com
Tel: (619) 807-0640
Civil Engineer
4C Engineering + Geomatics
4960 North Harbor Drive Suite 200
San Diego, CA 92106
Contact: Dolvin Buchanan
Email: dolvin@4c.engineering
Tel: (619) 663-8352
Landscape
Weiland Design Group
28924 Old Town Front Street, Suite 202
Temecula, CA 92590
Contact: Kim Lonigro
Email: klonigro@w-d-g.com
Tel: 844-WEILAND, xt 701
Structural Engineer
Patterson Engineering, Inc.
928 Fort Stockton Drive Suite 201
San Diego, CA 92103
Contact: Curtis Patterson
Email: curtis@pattersoneng.com
Tel: (858) 605-0937
MEP Engineer
Fard Engineers Inc
3550 Camino Del Rio N Suite 204
San Diego, CA 92108
Contact: Zack Sarhan
Email: zack@fard.com
Tel: (415) 842-9225
CODES IN EFFECT:
-CHULA VISTA URBAN CORE SPECIFIC PLAN
-CHULA VISTA BUILDING STANDARDS CODE (TITLE 15 OF
THE CHULA VISTA MUNICIPAL CODE (CVMC))
-2019 CALIFORNIA BUILDING STANDARDS CODES, TITLE 24
OF THE CALIFORNIA CODE OF REQULATIONS (13 PARTS):
PART 1: CALIFORNIA BUILDING STANDARDS
ADMINISTRATIVE CODE
PART 2: CALIFORNIA BUILDING CODE, VOL. 1
PART 2: CALIFORNIA BUILDING CODE, VOL. 2
PART 2.5: CALIFORNIA RESIDENTIAL CODE
PART 3: CALIFORNIA ELECTRICAL CODE
PART 4: CALIFORNIA MECHANICAL CODE
PART 5: CALIFORNIA PLUMBING CODE
PART 6: CALIFORNIA ENERGY CODE
PART 7: (No Longer Published in Title 24. See Title 8, CCR)
PART 8: CALIFORNIA HISTORICAL BUILDING CODE
PART 9: CALIFORNIA FIRE CODE
PART 10: CALIFORNIA EXISTING BUILDING CODE
PART 11: CALIFORNIA GREEN BUILDING STANDARDS CODE
PART 12: CALIFORNIA REFENCED STANDARDS CODE
PROJECT NAME: BACKHOUSE APARTMENTS
PROJECT LOCATION: SOUTHWEST CORNER OF
CHURCH AVE & DAVIDSON ST
CHULA VISTA, CA 91910
SCOPE OF WORK: CONSTRUCTION OF 31 UNIT
APARTMENT AND 25 PARKING
OPEN GARAGE AND ASSOCIATED
PLANTING AND SITE WORK
SITE INFORMATION:
A.P.N.: 568-161-25-00
LEGAL DESCRIPTION: LOTS 22 AND 23 OF DYER TRACT,
ACCORDING TO MAP THEREOF
NO. 1871, FILED IN THE OFFICE OF
THE COUNTY RECORDER OF SAID
SAN DIEGO COUNTY, DEC 23, 1925
ACRES: 0.28 (12,380 S.F.)
CHULA VISTA FIRE MARSHAL'S HOSE LAY REQUIREMENTS:
MAX. DISTANCE TO ANY POINT OF THE BUILDING FROM THE
FIRE LANE = 150', SIDE YARD EXEMPT
THIS PROJECT IS NOT WITHIN A NOISE CRITICAL AREA (CNEL
CONTOUR OF 60 DB) AS SHOWN ON THE GENERAL PLAN
DEFERRED SPRINKLER SYSTEM, FIRE ALARM
SUBMITTAL ITEMS:SYSTEM
SUBMITTAL DOCUMENTS FOR DEFERRED ITEMS SHALL BE
SUBMITTED TO THE REGISTERED DESIGN PROFESSIONAL IN
RESPONSIBLE CHARGE, WHO SHALL REVIEW THEM AND
FORWARD THEM TO THE BUILDING OFFICIAL WITH A
NOTATION INDICATING THAT THE DEFERRED DOCUMENTS
HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND
TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF
THE BUILDING. THE DEFERRED ITEMS SHALL NOT BE
INSTALLED UNTIL THEIR DESIGN AND DOCUMENTS HAVE
BEEN APPROVED BY THE BUILDING OFFICIAL.
1. PROJECT TO BE PRIVATELY FUNDED.
2. CBC 705.3 BUILDING ON THE SAME LOT. TWO OR MORE BUILDINGS ON THE SAME LOT SHALL BE CONSIDERED AS
PORTIONS OF ONE BUILDING IF THE AGGREGATE AREA OF SUCH BUILDINGS IS WITHIN THE LIMITS SPECIFIED IN
CHAPTER 5 FOR A SINGLE BUILDING. WHERE THE BUILDINGS CONTAIN DIFFERENT OCCUPANCY GROUPS, THE AREA
SHALL BE ALLOWED FOR THE MOST RESTRICTIVE OCCUPANCY OR CONSTRUCTION. ALL OF THE BUILDINGS ON THE
PROJECT TO BE CONSIDERED PORTIONS OF (1) AGGREGATE BUILDING.
3. CBC 508.3 NONSEPARATED OCCUPANCIES: BUILDINGS THAT COMPLY WITH THIS SECTION SHALL BE CONSIDERED
AS NON SEPARATED OCCUPANCIES.
4. CBC 508.3.3 SEPARATION: NO SEPARATION IS REQUIRED BETWEEN NON SEPARATED OCCUPANCIES, EXCEPTION2.
GROUP R-1, R-2,R-2.1, R-3 DWELLING UNITS AND SLEEPING UNITS SHALL BE SEPARATED FROM OTHER DWELLING OR
SLEEPING UNITS AND FROM OTHER OCCUPANCIES CONTIGUOUS TO THEM IN ACCORDANCE WITH REQUIREMENTS OF
SECTION 420. FIRE PARTITIONS
CALIFORNIA BUILDING CODE 2019
Total Gross Project Area: 36,528 SF
Total Gross Building Area: 23,855 SF
Total Occupant Load:
Building 118 Occupants (1/200gross)
Roof Deck 120 Occupants (15net)
Principal Classification: R-2 (Residential)
Other Classifications: S-2 (Parking Garage)
Occupancy Separation: 1 HR (R-2/S-2)
1 HR (Between Dwellings)
Construction Type: Vb (R-2)
Ib (S-2)
Sprinkler System: NFPA-13
Ch 5 Requirements
S2 (Ib)
Table 504.3 S/S = 180ft
Table 504.4 S-2/S = 12stories
Table 506.2 S-2/S1 = 316,000sf
R2 (Vb)
Table 504.3 R-2/S(w/o) = 60ft
Table 504.4 R-2/S(w/o) = 3stories
Table 506.2 R-2/S1 = 21,000sf
P = 494.25 lf
F = N (122.56'), E (99.00') & W (99.00') = 320.56 lf
W = 30
lf = 0.64
lf = [F/P - 0.25] X W/30
lf = [320.56/494.25 - 0.25] x 30/30
lf = [0.64] x 1
Sa = 2
Aa=[At + (NS X lf)] x Sa
Aa(Vb) = [21000 + (7000 x 0.64)] x 2
Aa(Vb) = [25480] x 2
Aa(Vb) = 50,960
50,960 > 36,528 ok
CHULA VISTA URBAN CORE SPECIFIC PLAN
-ZONE - V1 EAST VILLAGE
-FLOOR AREA RATIO (MIN./MAX.): 1.0 / 2.0
-FLOOR AREA RATIO PROVIDED:
23,855 SF ÷ 12,380 SF = 1.93
-MIN. STREET WALL FRONTAGE: 50% MIN.
-STREET WALL FRONTAGE PROVIDED:
SITE LINE REQT'S AT CORNER OF CHURCH AND
DAVIDSON REDUCES LENGTH OF POTENTIAL
FRONTAGE, NUMBERS BELOW REFLECT
PERCENTAGE BASED ON AVAILABLE P/L LENGTH
CHURCH AVE:43' ÷ 86' = 50.0%
DAVIDSON ST:113.8' ÷ 123.8' = 91.9%
-LANDSCAPE (MIN.): 15% (12,380 SF) = 1,857 SF
-LANDSCAPE PROVIDED: 1,919 SF ÷ 12,380 SF = 15.5%
-BUILDING HEIGHT (MIN./MAX.): 18'-0" / 45'-0"
-BUILDING HEIGHTS PROVIDED: 44'
-SETBACKS: 0' ON ALL SIDES
-SETBACKS PROVIDED: 0'
-BUILDING STEPBACK: NOT MANDATORY
-OPEN SPACE REQ'T: 200SF/Dwelling Unit = 6,200 SF
-OPEN SPACE PROVIDED: 6,393 SF
-PARKING REGULATIONS:
MIN. 1.5 SPACES PER 1 DWELLING UNIT = 47
MIN. 1 GUEST SPACE PER 10 DWELLING UNITS = 3
# OF 1 BEDROOM UNITS ON SITE = 31 UNITS
TOTAL # OF SPACES REQUIRED = 50 SPACES
TOTAL # OF SPACES PROVIDED = 25 SPACES
TOTAL # OF SPACES PURCHASED = 25 SPACES
ONSITE MIN.= 50%, PROVIDED 50%
MIN. # OF ACCESSIBLE SPACES REQUIRED = 1 SPACE
MIN. # OF ACCESSIBLE SPACES PROVIDED = 2 SPACE
PARKING SPACES TO BE ASSIGNED
PROJECT AREAS
GROSS PROJECT AREAS
LEVEL NAME AREA
L1 L1 GROSS BLDG 1,123 SF
L1 PARKING GARAGE 9,383 SF
10,506 SF
L2 L2 GROSS BLDG 8,704 SF
8,704 SF
L3 L3 GROSS BLDG 8,704 SF
8,704 SF
L4 L4 GROSS BLDG 5,324 SF
L4 ROOF DECK 3,289 SF
8,614 SF
36,528 SF
GROSS BUILDING AREAS
LEVEL NAME AREA
L1 L1 GROSS BLDG 1,123 SF
1,123 SF
L2 L2 GROSS BLDG 8,704 SF
8,704 SF
L3 L3 GROSS BLDG 8,704 SF
8,704 SF
L4 L4 GROSS BLDG 5,324 SF
5,324 SF
23,855 SF
0 GENERAL
G0.00 TITLE SHEET
G0.02 OPEN SPACE + LANDSCAPE AREA DIAGRAMS
1 CIVIL
C-1.0 EXISTING CONDITIONS
C-2.0 GRADING AND UTILITIES
C-3.0 TRAFFIC AND DETAILS
2 LANDSCAPE
LC-01 GROUND FLOOR
LC-02 SECOND FLOOR
LC-03 THIRD FLOOR
LC-04 FOURTH FLOOR
3 ARCHITECTURE
A1.00 SITE PLAN
A1.03 TRASH ENCLOSURE DRAWINGS
A1.04 ELEVATOR DRAWINGS
A2.00 LEVEL 1 FLOOR PLAN
A2.02 LEVEL 2 FLOOR PLAN
A2.04 LEVEL 3 FLOOR PLAN
A2.06 LEVEL 4 FLOOR PLAN
A2.08 ROOF PLAN
A2.10 UNIT A1 DRAWINGS
A2.11 UNIT A2 DRAWINGS
A2.12 UNIT A3 DRAWINGS
A2.13 UNIT B1 DRAWINGS
A2.14 UNIT B2 DRAWINGS
A2.15 UNIT B3 DRAWINGS
A3.00 BUILDING PERSPECTIVES
A3.01 BUILDING ELEVATIONS
A3.02 BUILDING ELEVATIONS
A4.00 BUILDING SECTIONS
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 155 of 207
192 SF
L2 PRIVATE BALCONY
609 SF
L2 PRIVATE PATIO
666 SF
L2 PRIVATE BALCONY
78"72"19.28.090.C REQUIRES
A MINIMUM DIMENSION
OF 6FT (72in)
96 SF
L2 PRIVATE BALCONY 68"72"99 SF
L2 PRIVATE BALCONY72"72"192 SF
L3 PRIVATE BALCONY
77 SF
L3 PRIVATE BALCONY
7.0'11.2'
19.28.090.C REQUIRES
A MINIMUM DIMENSION
OF 6FT (72in)
96 SF
L3 PRIVATE BALCONY
87 SF
L3 PRIVATE BALCONY
192 SF
L4 PRIVATE BALCONY
3,893 SF
L4 ROOF DECK
96 SF
L4 PRIVATE BALCONY
99 SF
L4 PRIVATE BALCONY
659 SF
BIO-RETENTION
POND
154 SF
L1 LANDSCAPE AREA
96 SF
L1 LANDSCAPE AREA 30 SF
L2 LANDSCAPE AREA
32 SF
L2 LANDSCAPE AREA
30 SF
L3 LANDSCAPE AREA
32 SF
L3 LANDSCAPE AREA
966 SF
L4 LANDSCAPE AREA
45 SF
L4 LANDSCAPE AREA 88 SF
L4 LANDSCAPE AREA
87 SF
L4 LANDSCAPE AREA 45 SF
L4 LANDSCAPE AREA
= PRIVATE PATIO
= PRIVATE BALCONY
= ROOF DECK
= LANDSCAPE AREA
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 2:39:44 PM 9/15/2021 2:39:44 PMG0.02
OPEN SPACE + LANDSCAPE AREA
DIAGRAMS CHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
NAME AREA
L2 PRIVATE BALCONY 195 SF
L2 PRIVATE PATIO 609 SF
L2 PRIVATE BALCONY 858 SF
1,662 SF
L3 PRIVATE BALCONY 183 SF
L3 PRIVATE BALCONY 269 SF
452 SF
L4 PRIVATE BALCONY 195 SF
L4 PRIVATE BALCONY 192 SF
L4 ROOF DECK 3,893 SF
4,280 SF
TOTAL OPEN SPACE 6,393 SF
1/16" = 1'-0"
L1 OPEN SPACE DIAGRAM1
1/16" = 1'-0"
L2 OPEN SPACE DIAGRAM2
1/16" = 1'-0"
L3 OPEN SPACE DIAGRAM3
1/16" = 1'-0"
L4 OPEN SPACE DIAGRAM4
NAME AREA
L4 LANDSCAPE AREA Not Placed
L4 LANDSCAPE AREA Not Placed
Area Not Placed
0 SF
BIO-RETENTION POND 659 SF
L1 LANDSCAPE AREA 154 SF
L1 LANDSCAPE AREA 96 SF
908 SF
L2 LANDSCAPE AREA 32 SF
L2 LANDSCAPE AREA 30 SF
62 SF
L3 LANDSCAPE AREA 32 SF
L3 LANDSCAPE AREA 30 SF
62 SF
L4 LANDSCAPE AREA 966 SF
L4 LANDSCAPE AREA 45 SF
L4 LANDSCAPE AREA 88 SF
L4 LANDSCAPE AREA 87 SF
L4 LANDSCAPE AREA 45 SF
1,230 SF
2,262 SF
LOT AREA:12,380SF
REQ'D AREA (15%):1,857SF
PROVIDED:1,865SF
1,865 ÷ 12,380 =15.1%
LANDSCAPE AREA CALCULATIONS
1/16" = 1'-0"
L1 LANDSCAPE AREA DIAGRAM5
1/16" = 1'-0"
L2 LANDSCAPE AREA DIAGRAMS6
1/16" = 1'-0"
L3 LANDSCAPE AREA DIAGRAM7
1/16" = 1'-0"
L4 LANDSCAPE AREA DIAGRAM8
OPEN SPACE LEGEND
REQ'D AREA:31 UNITS * 200SF/UNIT = 6,200SF
PROVIDED:6,393SF
OPEN SPACE CALCULATION LANDSCAPE LEGEND
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 156 of 207
UP
UP MMT
+81.2'
+82.0'
1 0 .0 '8 .7 '1 0 .0 '1 0 .0 '9 .0 '1 0 .0 '1 0 .0 '9 .0 '1 0 .0 '1 0 .0 '8 .7 '1 0 .0 '1 0 .0 '8 .7 '1 0 .0 'ELEC
F.C.
ELEV
(TYP)
8.5'
01
02
03
04
05
06
07
08
09
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
D A V ID S O N
CHURCHLINE OF BALCONY ABOVELINE OF BLDG ABOVE(E) POWER POLEREPLACE EXISTINGO.H. ARM TO BE ASSHOWN IN SECTIONTHIS SHEET(E ) W A T E R M E T E R
(R E L O C A T E )
D O M E S T I C B A C K F L O W S
LINE OF BLDG ABOVELINE OF WALL ABOVE(2 ) P E D E S T A L M A I L B O X E SPARTIAL HEIGHTCONCRETE WALLSFULL HEIGHTCONCRETE WALLSH A T C H I N D I C A T E S
R I G H T O F W A Y W O R K
M A I N E N T R Y
C O N C R E T E S I D E W A L K
L A N D S C A P E D P A R K W A Y
F I R E B A C K F L O W
E X I S T I N G R E S I D E N C E
E X I S T I N G R E S I D E N C EEXISTING COMMERCIAL BUILDING60" ØCONCRETE
PAVING
CONCRETE
PAVING
19.0'24.0'19.0'RAISED PLANTERLANDSCAPINGLANDSCAPINGC R O S S W A L K R A M P
T R A V E L D I S T A N C E = 6 6 .0 'A T -G R A D E P L A N T E R
(T Y P F O R P L A N T E R S
A L O N G C H U R C H )
P I V O T H I N G E D
F A B R I C A T E D
G A R A G E D O O R
P I V O T H I N G E D
F A B R I C A T E D
G A R A G E D O O R
MECH
R E Q 'D T R A N S F O R M E R
W O R K A R E A
6 "Ø C O N C B O L L A R D
1 0 .0 '8 .0 '9 .0 'EVCS
PARKING
SPACE WHEEL STOP, TYPPROPERTY LINE, TYPP /L
P /L
P /L
P /LP/LP/LP/LP/LP/LP/LP/LP/LP /L
P /L
P /L
P /L
2
A1.00
T E L E C O M M U N I C A T I O N S
P O I N T O F E N T R Y (M P O E )
4 Y R
4 Y T
W A T E R M E T E R S16.0'13' - 0"21' - 6"3 0 .0 '20.0'
1 0 .0 '(N) POWERPOLE(N) POWERPOLECONCRETESIDEWALKCONCRETESIDEWALKL I N E O F W A L L A B O V E
3.5'9.5'7.5'29.5'
4 .1 '3 4 .2 'A1.03
1 4.8'
6 .0'
7 2 ° 1 0 ' 1 4 "
1 2 3 .8 0 'N
E 17° 38' 22"100.00'NW7 2 ° 1 0 ' 1 4 "
1 2 3 .8 0 'S
W
17° 38' 22"100.00'SE15.0'28.0'
SIGNAGE:
BULK TRASH COLLECTION
AREA BY APPT. ONLY.
ASK MANAGER FOR
SCHEDULE
4 0 0 C F
B U L K T R A S H (N ) S T R E E T L I G H T
(N ) S T R E E T L I G H T
S T R E E T F R O N T A G E
D I M E N S I O N (1 5 +2 8 =4 3 )TOP OF WALLMOUNTEDBENCHES (x2)0 s f (0 %) O F Q U A L I F Y I N G O P E N I N G S
1 ,0 2 4 s f O F G R O U N D L E V E L W A L L A R E A
1 7 9 s f (2 0 %) O F Q U A L I F Y I N G O P E N I N G S
9 0 1 s f O F G R O U N D L E V E L W A L L A R E A
249sf (32%) OF QUALIFYING OPENINGS772sf OF GROUND LEVEL WALL AREATRANSFORMER &TRANSFORMER PADA1.05
1
P/L = PROPERTY LINE
L2
93' -0"
ALLEY
81' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"
5.5' 13.5'
4.0'PROPERTY LINE7.4'
70" 44"
BMP PLANTER
BMP PLANTER
WALL (JUST INSIDE P/L)These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 2:27:01 PM 9/15/2021 2:27:01 PMA1.00
SITE PLAN CHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
1/8" = 1'-0"
SITE PLAN1
SITE PLAN NOTES
1. WHEN SHOWN IN SITE PLAN, ALL DIMENSIONS ARE TO FACE OF FINISH
TO PROPERTY LINES, IMAGINARY LINES, SETBACKS, ETC., U.N.O.
2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.
3. ALL CLEAR DIMENSIONS ARE NOT TO BE ADJUSTED WITHOUT APPROVAL
OF THE ARCHITECT.
4. SEE BUILDING PLANS FOR ALL OTHER NOTES AND DIMENSIONS NOT
SHOWN HERE.
5. SEE ACCESSIBILITY NOTES AND DETAILS FOR ACCESSIBILITY
INFORMATION.
6. SEE CIVIL AND LANDSCAPE FOR ADDITIONAL INFORMATION.
7. SEE CIVIL FOR GROUND LEVEL FINISH FLOOR ELEVATIONS.
8. ANY OFF-SITE IMPROVEMENTS SHOWN ARE FOR REFERENCE ONLY.
SEE CIVIL AND LANDSCAPE IMPROVEMENT PLANS.
SITE PLAN LEGEND
1/8" = 1'-0"
POWER POLE SECTION2
GARAGE VENTILATION CALCULATION
NORTH: (50+50+79) ÷ 901 = 20%
EAST: (117+132) ÷ 772 = 32%
SOUTH: (0) ÷ 1,024 = 0%
WEST: (169+253) ÷ 999 = 42%
TOTAL GARAGE WALL AREA:
(N)901 + (E)772 + (S)1,024 + (W)999 = 3,696
[(50+50+79) + (117+132) + (169+253)] = 850
850 ÷ 3,696 = 23.0%
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 157 of 207
HSS4X4 COL, SSD
HEAVY DUTY HINGE
TRASH ENCLOSURE GATE,
SEE DOOR SCHEDULE
CONCRETE WALL
PER PLAN
L2
93' -0"
ALLEY
81' -0"7' - 4"7' - 0"A1.03
5
A1.03
610' - 8"METAL TRASH
DOORS
STEEL COLUMN
DOOR SUPPORT
M-10
?
CANE BOLT HARDWARE
ATTACHED TO FRAMING
OF TRASH ENCLOSURE
GATES
PADLOCKED DEADBOLT
HARDWARE @ EXTERIOR
PROVIDE METAL SLEEVED
CANE BOLT HOLE IN CONCRETE
BELOW
A
6 20' - 0"7' - 4"
10.0'10.0'12' - 0"12' - 0"ALLEY CENTERLINEVERIFY EXISTING FLAT
CONCRETE PAD
(24' x 12' MIN)
12' - 0"18' - 8"PROVIDE METAL SLEEVED
CANE BOLT HOLES FOR
BOTH OPEN & CLOSED
GATE POSITIONS
4YR
4YT
6' - 0"9' - 4" 1' - 4" 9' - 0" 0' - 4"
4
A1.03
4
A1.03
DEFLECTORS AT
BASE OF CHUTES, TYP
CONCRETE CURB
WHEEL STOPS, TYP
@ ALL THREE WALLS 83"57"83"57"
L2
93' -0"
ALLEY
81' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"
A B
2HR CHUTE ENCLOSURE
A B
6
TRASH CHUTE
RECYCLE CHUTE 6' - 0"8' - 0"6' - 0"STORAGE
COMM.
4
A1.03
4
A1.03
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 2:28:17 PM 9/15/2021 2:28:17 PMA1.03
TRASH ENCLOSURE DRAWINGSCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
TRASH ENCLOSURE NOTES
FIRE DOOR @ BOTTOM OF THE CHUTE:
A FUSIBLE LINK HELD SLIDING GATE PLACED AT AN 15 DEG ANGLE SWEEPS IN
EVEN IF FIRE AND TEMPERATURE RISES TO 68 DEG C. THE GATE IS 1.5 HR 250°
FIRE RATING. MANUAL CUT OFF DOORS ARE ALSO AVAILABLE
AUTOMATIC BRUSH CLEANING SYSTEM
A CYLINDRICAL HOUSING WITH REPLACEABLE STIFF NYLON BRUSHES IS
AUTOMATICALLY LOWERED AND RAISED BY A GEARED ELECTRIC MOTOR.
THE NYLON BRUSHES SCRAPE AND CLEAN THE INTERNAL SURFACE AS THEY
MOVE DOWN AND UP THE CHUTE. THE WATER SUPPLY FOR FLUSHING THE
CHUTE, THE ELECTRIC MOTOR AND THE BUILT IN SAFETY OVERLOADS, ARE
ALL INDIVIDUALLY CONTROLLED BY A ROBUST ELECTRIC LOGIC CONTROL.
THE BRISTLES ARE REPLACEABLE EASILY.
ELECTRICAL REQUIREMENTS & TECHNICAL SPECIFICATIONS
1 HP, 3 PHASE, 5A
SS WIRE ROPE MIN. 6MM THICK
BRISTLES: MADE FROM PA 66, NYLON
DEAD WEIGHT APPROX 5 KGS
CENTRAL CLEANING SHOWER & OPTIONAL DISINFECTANT & SANITIZER SYSTEM
CENTRAL 120 DEG SOLID CONE PROFILE DISCHARGE SPRINKLER PROVIDED
ABOVE THE LAST INTAKE LEVEL, PLACED STRATEGICALLY TO PROVIDE FULL
CIRCULAR COVERAGE. AN OPTIONAL DISINFECTANT & SANIITIZER SYSTEM IS
DESIGNED TO GIVE MANUAL OR AUTOMATIC FLUSHING, SANITIZING AND
DISINFECTION OF THE INTERNAL SURFACE OF THE KLEANCHUTE. IT MAY BE
FITTED AT THE TOP OR CHUTE ROOM WITH ELECTRONIC SOLENOID VALVE
CONTROLS, AS PART OF AN AUTOMATIC OR MANUAL CLEANING SYSTEM. A
LOW MAINTENANCE PROPORTIONED VALVE SYSTEM PROVIDES A AUTO FLOW
OF DISINFECTANT INTO THE CLEANING WATER EVERY CLEANING CYCLE.
NOZZLES CAN BE VARIED & EASILY REPLACED TO SUIT VOLUME OF
DISINFECTANT TO BE PROVIDED IN THE WATER FLOW.
ELECTRICAL REQUIREMENTS & TECHNICAL SPECIFICATIONS
CLEANING SPRINKLER 120 DEG CONE 1/2" IPS, 15 LPM,
MINIMUM 1/2 BAR PRESSURE AT ALL LEVELS WATER SUPPLY 1/2 BAR
HEADER TANK PRESSURE, AT LEAST 1800 MM ABOVE SPRAY HEAD.
EACH FLOOR LEVEL SPRINKLERS ALSO NEED 1/2 BAR WATER PRESSURE.
SOLENOIDS VALVE 1/2" - ELECTRICAL SINGLE PHASE
FIRE SPRINKER 1/2" IPS, 68°C (165°F).
WEATHERING COWL, INSECT SCREEN, VENTILATION WITH EXHAUST FAN
A REDUCED DIAMETER VENTILATION SECTION ACCOMMODATING AND
EXHAUST FAN AT THE CHUTE REDUCTION LEVEL OF HIGH RPM. THE EXHAUST
FAN CAN BE TIMED TO OPERATE ONLY AT FIXED INTERVALS TO CONTROL
NOISE AS WELL AS POWER WASTAGE. A PRIME REQUIREMENT FOR
EFFECTIVE MECHCANICAL EXHAUST VENTILATION IS THE PROVISION OF
FRESH INTAKE AIR AT THE BOTTOM FLOOR.
ELECTRICAL REQUIREMENTS & TECHNICAL SPECIFICATIONS
AIR DISPLACEMENT 200M3/HOUR.
EXHAUST FAN MOTOR, CLASS H TROPICALIZED CONTINUOUSLY RATED, 1300 RPM.
COMPONENTS:
VENTILATION SECTION:
AUTOMATIC BRUSH UNIT
SANITIZER & DISINFECTANT
EXHAUST FAN
WEATHER COWL
BIRD / INSECT SCREEN
CENTRAL CLEANING
FLOOR & INTAKE SECTION:
INTAKE DOORS & HOPPERS
USER ELECTRONIC CONTROL
INTAKE THROAT SECTION
CONNECTING PIPES
FIRE SPRINKLERS
DISCHARGE SECTION:
FIRE DISCHARGE GATE
BI-SORTER / TRI SORTER
CENTRAL CONTROL PANEL
ODOR CONTROL UNIT
WALL ENCLOSURE:
FIRE REGULATIONS STIPULATE THAT WHEN WITHIN THE BUILDING THEY
SHOULD BE ENCLOSED WITHIN A 2 HR. FIRE RATED SHAFT.
MATERIAL OF CONSTRUCTION:
SS 304. HOT-DIP GALVANIZE ANGLE FRAMEWORK.
CHUTE THICKNESS & COATINGS:
MINIMUM THICKNESS OF 1.5 MM (16 GAUGE). SOUND DAMPENING COATS
A MINIMUM DFT OF CHUTE THICKNESS.
INTAKE HOPPER DOORS:
DOORS SHOULD BE UL LISTED AND CARRY 1.5 HOURS FIRE RATING MINIMUM.
DOORS SHOULD BE SELF CLOSING ON RELEASE & LATCHING SHOULD BE POSITIVE.
SHAPE OF CHUTE:
CIRCULAR CROSS SECTION. CHUTE SHOULD BE PERFECTLY VERTICAL
WITH NO OFFSETS.
SIZE OF CHUTE:
NFPA PRESCRIBES CHUTES TO BE A MINIMUM 24" WIDE.
TRASH CALCULATION
31
3" = 1'-0"
TRASH GATE HINGE5
3/8" = 1'-0"
TRASH ENCLOSURE WEST ELEVATION3
3" = 1'-0"
TRASH GATE CANE BOLT6
USE A 4YARD BIN FOR TRASH & 4YARD BIN FOR RECYCLE, PICKUP x2/WK
NOTES:
• LANDSCAPING COMPANY REQUIRED TO RECYCLE YARD WASTE AND
THEREFORE ELIMINATE NEED TO PROVIDE AREA FOR YARD WASTE CANS
• BULK TRASH COLLECTION ARE BY APPOINTMENT ONLY. SEE MANAGER
FOR SCHEDULE
X 0.4 = 10.23 T
= 10.23 R
= 10.23 T
= 10.23 R
÷ 8
÷ 8
= 1 TRASH
= 1 RECYCLE
3/8" = 1'-0"
L1 TRASH ENCLOSURE PLAN1
1/2" = 1'-0"
TRASH CHUTE SECTION4
3/8" = 1'-0"
L2 TRASH CHUTE PLAN2 (LEVELS 3 & 4 SIMILAR)
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 158 of 207
12
N O Q
1' - 4" 3' - 2"6' - 10"84"
6 0 " Ø
8' - 4" 0' - 6" 0' - 6"
8' - 10"5' - 0"
3
A1.04
3
A1.04
4
A1.04
4
A1.04
12
N O Q
8' - 10"5' - 0"
6 0 " Ø
8' - 4" 0' - 6" 0' - 6"
84"
3
A1.04
3
A1.04
4
A1.04
4
A1.04
ELECTROMAGNETIC
SMOKE DOOR, TYP
@ L2, L3, L4
L1
82' -0"
L2
93' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"
12
2HR
ELEVATOR
SHAFT
L1
82' -0"
L2
93' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"
N O Q
2HR
ELEVATOR
SHAFT12' - 1" REQ'D CLEARThese drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 2:29:15 PM 9/15/2021 2:29:15 PMA1.04
ELEVATOR DRAWINGSCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
1/2" = 1'-0"
ELEVATOR PLAN - LEVEL 11
1/2" = 1'-0"
ELEVATOR PLAN - LEVEL 22
ELEVATOR NOTES
1. ELEVATOR TO COMPLY WITH CBC §1009.4.1
1/4" = 1'-0"
ELEVATOR SECTION AA3
1/4" = 1'-0"
ELEVATOR SECTION BB4
(LEVELS 3 & 4 SIMILAR)
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 159 of 207
UP
UP
= NON-RATED WALL
= 1HR WALL
= 2HR WALL
1t = DOOR TAG, SEE DOOR SCHEDULE, SHEET _______
= WINDOW TAG, SEE WINDOW SCHEDULE, SHEET _______1t
= WALL TAG, SEE WALL ASSEMBLIES, SHEET _______1i
= BUILT-UP TRAFFIC COATING FOR DRAINAGE
A B
1
12
R
8
6
+81.2'
+82.0'
N O Q
4
5
4YR
4YT
ELEC
F.C.
ELEV(TYP)8.5'6 0 " Ø
CONCRETE
PAVING
CONCRETE
PAVING
24.0'TRAVEL DISTANCE = 66.0'
MECH
17' - 4" 2' - 0" 24' - 0"20' - 0"16' - 0"20' - 0"1' - 10"12' - 4"1' - 10"1' - 6"7' - 8"1' - 8"7' - 8"1' - 6"3' - 10"16' - 4"3' - 10"3' - 8"5' - 2" 5' - 8" 10' - 10"29' - 4"29' - 4"28' - 8"8' - 10" 5' - 0"
7' - 4"29' - 8"29' - 8"42' - 4"4' - 0" 3' - 4" 3' - 0" 4' - 0"
1' - 6"4' - 3" 4' - 5" 4' - 5" 4' - 3"16' - 0"STAIR #1
(2HR)
STAIR #2
(2HR)
A
A4.00dr
A
A4.00dr
B
A4.00dr
B
A4.00dr
9' - 4"1' - 4"28' - 0"2' - 4" 15' - 4"15' - 0"17' - 4"G0.03
3
G0.03
1
D1
D1
D7
D3
D4
D4
D1
D7
XFRMR7' - 4" 8' - 0"These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 2:32:06 PM 9/15/2021 2:32:06 PMA2.00
LEVEL 1 FLOOR PLANCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
DRAWING NOTES
1. WHEN SHOWN IN PLAN, ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF
CONCRETE, CENTERLINE OF COLUMNS, OR CENTERLINE OF WALL ASSEMBLIES,
TYP, UON
2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.
3. ALL CLEAR DIMENSIONS ARE NOT TO BE ADJUSTED WITHOUT APPROVAL OF
THE ARCHITECT.
4. SEE SITE PLAN FOR OVERALL SITE DIMENSIONS AND NOTES NOT SHOWN.
5. WINDOW TYPES AND LOCATIONS SHALL BE AS PER BUILDING PLANS, NOT
ENLARGED PLANS.
6. SEE ENLARGED PLANS FOR DIMENSIONS, TAGS, KEYNOTES, NOTES, ETC. NOT
SHOWN.
7. REFER TO CIVIL FOR LEVEL ONE FINISH FLOOR ELEVATIONS.
8. SEE REFLECTED CEILING PLANS FOR LOCATIONS AND DIMENSIONS OF
SOFFITED AREAS.
9. PROVIDE AND INSTALL 2X FLAT WOOD BLOCKING OR 16GA METAL STRAPPING
FOR ALL BATH ACCESSORIES, HANDRAILS, CABINETS, TOWEL BARS, WALL
MOUNTED FIXTURES AND ANY OTHER ITEMS ATTACHED TO WALLS.
10. AT AREAS OF TRANSITION BETWEEN DIFFERENT WALL ASSEMBLIES,
CONTINUE THICKEST LAYER OF SUBSTRATE OR FINISH TO PROVIDE A FLUSH
FINISHED SURFACE IN ALL DIRECTIONS TO NEAREST PERPENDICULAR SURFACE
(WALL, CEILING, ETC.), TYP, UON
11. ALL BLOCKOUTS IN SLABS, WALLS, FOOTINGS AND P.T. SLABS WHERE OCCUR
SHALL BE COORDINATED AND PROVIDED, EVEN IF NOT SPECIFICALLY SHOWN ON
DRAWINGS.
12. WHERE OCCURS, DECKS AND BALCONIES SHALL HAVE A DESIGN SLOPE OF A
MINIMUM OF ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL (2-PERCENT
SLOPE) FOR DRAINAGE.
13. OCCUPIABLE SPACES, HABITABLE SPACES AND CORRIDORS SHALL HAVE A
CEILING HEIGHT OF NOT LESS THAN 7 FEET 6 INCHES. BATHROOMS, TOILET
ROOMS, KITCHENS, STORAGE ROOMS AND LAUNDRY ROOMS SHALL BE
PERMITTED TO HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET. (CBC §1208.2)
14. DOOR JAMBS ARE LOCATED 4" FROM PERPENDICULAR WALL, TYP, UON
15. FOR TRASH ENCLOSURES, THE AREA SHOULD BE IDENTIFIED FOR THE
RECYCLING PAPER, CORRUGATED CARDBOARD, GLASS, PLASTICS, ORGANIC
WASTE AND METAL. [CALGREEN 5.410.1]
FLOOR PLAN LEGEND
FLOOR PLAN KEYNOTES
ID DESCRIPTION
01 RECESS-MOUNTED FIRE EXTINGUISHER CABINET
02 TRASH/RECYCLING CHUTE. CHUTE INTAKE DOORS TO BE AUTOMATIC
CLOSING AND DISCHARGE WITH POSITIVE LATCHING, TO REMAIN LATCHED
AND CLOSED PER CBC 716.5.9.1.1 90 MIN RATED WITH 30 MIN TEMP. RISE TO
250 DEG. F., UL LABELED PER UL10B. FULL DIA. VENT EXTENDING 36" ABOVE
ROOF WITH HINGED METAL SAFETY CAP
05 24" TALL PREFABRICATED FIBERGLASS PLANTER BOX
3/16" = 1'-0"
LEVEL 1 FLOOR PLAN1
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 160 of 207
DN
UP
DWDWDW
DWMWMW
UP DNMWQUEENQUEENDWMWDWMWDWMWDWMWDW MWMWDWDOUBLEDOUBLE
MWDW DOUBLEMWDWDOUBLE
MWA
A B
1
1212
R
OPEN
ABOVE
OPEN
ABOVE
OPEN
ABOVE
OPEN
ABOVE
3' - 6"8
66
10' - 0"21' - 8"18' - 4"12' - 0"28' - 0"6' - 0"M
D
E
9' - 4" 15' - 10"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 6"
F
G
H
22' - 0"22' - 0"22' - 0"22' - 0"21' - 0"8' - 10"
I
J
K
L
N O
P
Q
33
4
7
5
99
10
22
11 10' - 0"29' - 0"11' - 0"29' - 4"20' - 0"7' - 0" 3' - 0"4' - 4" 6' - 8" 13' - 4"7' - 0" 3' - 0"3' - 2"0' - 2"A1 A2 A2 A2 A2 A2 A3
B3B2B2B2
B1
D2
U1U1U1U1U1U1U1
U1U1U1U1 U1
W05
W03
W01
U2
W06 W04
U2
W06W04
U2
W04
U2
W04
U2
U4
U4
U5
W02
W02
W06 W06 W06 W06 W06
U4
U3
U4
U6
U4
U3
U4
U6
W06 W06 W06 W06 W06 W06
U4
U4
U5
FUR WALL FOR GWB
01
017' - 6" 5' - 0" 7' - 6"6' - 0"COMMSTORAGE6' - 0"STAIR #1
(2HR)
STAIR #2
(2HR)
A
A4.00dr
A
A4.00dr
B
A4.00dr
B
A4.00dr 7' - 6"9' - 6"A6.02
5
A6.02
6
D5
D5
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
D8
A6.00
1
A6.00
2
A6.00
4
A6.00
2
A6.00
1
A6.00
3
5' - 8" 0' - 4"3' - 0"32' - 0"U2 U2 U2 U2 U2 U2 U2
W06W06W06W06W06W06W06
W06W06
A6.09
9
D1
A2.13
1
A2.14
1
A2.15
1
A2.12
1
A2.11
1
A2.10
1
27" 18" 36"
W07
U4
U4
U5 U5
U4
U4
U3
U4
U4
U5
U3 U3
U4
U3
U4
U6
U3
= NON-RATED WALL
= 1HR WALL
= 2HR WALL
1t = DOOR TAG, SEE DOOR SCHEDULE, SHEET _______
= WINDOW TAG, SEE WINDOW SCHEDULE, SHEET _______1t
= WALL TAG, SEE WALL ASSEMBLIES, SHEET _______1i
= BUILT-UP TRAFFIC COATING FOR DRAINAGE
1. WHEN SHOWN IN PLAN, ALL DIMENSIONS ARE TO FACE OF STUD, FACE
OF CONCRETE, CENTERLINE OF COLUMNS, OR CENTERLINE OF WALL
ASSEMBLIES, (UON)
2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.
3. ALL CLEAR DIMENSIONS ARE NOT TO BE ADJUSTED WITHOUT APPROVAL
OF THE ARCHITECT.
4. SEE SITE PLAN FOR OVERALL SITE DIMENSIONS AND NOTES NOT SHOWN.
5. ALL GRID LINES INDICATE CENTER OF STRUCTURAL WALL OR FACE OF
STRUCTURAL MATERIAL, (UON)
6. WINDOW/DOOR TYPES AND LOCATIONS SHALL BE AS PER BUILDING PLANS,
NOT ENLARGED PLANS.
7. SEE ENLARGED PLANS FOR DIMENSIONS, TAGS, KEYNOTES, NOTES, ETC.
NOT SHOWN.
8. REFER TO CIVIL AND STRUCTURAL FOR LEVEL ONE FINISH FLOOR
ELEVATIONS.
9. SEE FINISH SCHEDULES FOR TYPICAL FINISHES, (UON)
10. SEE REFLECTED CEILING PLANS FOR LOCATIONS AND DIMENSIONS OF
SOFFITED AREAS.
11. PROVIDE AND INSTALL 2X FLAT WOOD BLOCKING OR 16GA METAL
STRAPPING FOR ALL BATH ACCESSORIES, HANDRAILS, CABINETS, TOWEL
BARS, WALL MOUNTED FIXTURES AND ANY OTHER ITEMS ATTACHED TO
WALLS.
12. ALL CHANGES IN FLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR
FRAMED OPENINGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
13. AT AREAS OF TRANSITION BETWEEN DIFFERENT WALL ASSEMBLIES,
CONTINUE THICKEST LAYER OF SUBSTRATE OR FINISH TO PROVIDE A
FLUSH FINISHED SURFACE IN ALL DIRECTIONS TO NEAREST PER-
PENDICULAR SURFACE (WALL, CEILING, ETC.), (UON)
14. PROVIDE BATT INSULATION AT INTERIOR WALLS FOR ACOUSTIC PURPOSES
AT CORRIDORS, BATHROOMS, LAUNDRY ROOMS AND PARTY WALLS WHERE
OCCURS, (UON)
15. ALL BLOCKOUTS IN SLABS, WALLS, FOOTINGS AND P.T. SLABS (WHERE
OCCURS) SHALL BE COORDINATED AND PROVIDED, EVEN IF NOT
SPECIFICALLY SHOWN ON DRAWINGS.
16. WHERE OCCURS, DECKS AND BALCONIES SHALL HAVE A DESIGN SLOPE
OF A MINIMUM OF ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL
(2-PERCENT SLOPE) FOR DRAINAGE.
17. OCCUPIABLE SPACES, HABITABLE SPACES AND CORRIDORS SHALL HAVE A
CEILING HEIGHT OF NOT LESS THAN 7 FEET 6 INCHES. BATHROOMS, TOILET
ROOMS, KITCHENS, STORAGE ROOMS AND LAUNDRY ROOMS SHALL BE
PERMITTED TO HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET.
18. DOOR JAMBS ARE LOCATED 4" FROM PERPENDICULAR WALL, (UON)
OPEN
ABOVE
OPEN
ABOVE
OPEN
ABOVE
OPEN
ABOVE
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 2:33:25 PM 9/15/2021 2:33:25 PMA2.02
LEVEL 2 FLOOR PLANCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
DRAWING NOTES
LEVEL 2 TOTAL OCCUPANT LOAD: 43 OCCUPANTS (1/200GROSS)
TOTAL # OF DWELLING UNITS: 12 UNITS
PRINCIPAL CLASSIFICATION: R-2 (RESIDENTIAL)
OCCUPANCY SEPARATION: 1 HR (BETWEEN DWELLINGS)
CONSTRUCTION TYPE: Vb (R-2)
FIRE RESISTIVE CONSTRUCTION (Vb):
1 HR EXT. BEARING WALLS
0 HR INT. NON-BEARING WALLS
1 HR FLOOR/CEILING ASSEMBLIES
1 HR ROOF/CEILING ASSEMBLIES
2 HR SHAFT ENCLOSURES
1 HR CORRIDOR WALLS
1 HR DEMISING WALLS
# OF EXITS REQUIRED: 2 EXITS
# OF EXITS PROVIDED: 2 EXITS
3/16" = 1'-0"
LEVEL 2 FLOOR PLAN1
FLOOR PLAN LEGEND
FLOOR PLAN KEYNOTES
ID DESCRIPTION
01 RECESS-MOUNTED FIRE EXTINGUISHER CABINET
02 TRASH/RECYCLING CHUTE. CHUTE INTAKE DOORS TO BE AUTOMATIC
CLOSING AND DISCHARGE WITH POSITIVE LATCHING, TO REMAIN LATCHED
AND CLOSED PER CBC 716.5.9.1.1 90 MIN RATED WITH 30 MIN TEMP. RISE TO
250 DEG. F., UL LABELED PER UL10B. FULL DIA. VENT EXTENDING 36" ABOVE
ROOF WITH HINGED METAL SAFETY CAP
05 24" TALL PREFABRICATED FIBERGLASS PLANTER BOX
L2 GROSS BLDG 8,704 SF
8,704 SF
1" = 20'-0"
LEVEL 2 DRAINAGE PLAN2
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 161 of 207
DNUP
UP DN
DWMW DW MWDWMW DW MWDWMW DW MWDW MWDW
MWDWDOUBLE
MWMWDW DOUBLEMWDWDOUBLE
DWMW DOUBLEA
A B
1
12
R
8
66
M
FF-1
C D
E F
G
H
I
J
K
L
N O
P
Q
33
4
77
5
9
1010
22
1111
A1 A2 A2 A2 A2 A2 A3
B3B2B2B2
B1
3' - 6"10' - 0"21' - 8"18' - 4"12' - 0"28' - 0"6' - 0"9' - 4" 15' - 10"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 6"
22' - 0"22' - 0"22' - 0"22' - 0"21' - 0"8' - 10" 5' - 0"10' - 0"29' - 0"11' - 0"29' - 4"20' - 0"7' - 0" 3' - 6" 20' - 0" 5' - 6" 4' - 4" 6' - 8" 13' - 4"7' - 0" 3' - 0"3' - 2"0' - 2"COMM6' - 0"7' - 6"5' - 0"7' - 6"STORAGESTAIR #1
(2HR)
STAIR #2
(2HR)
A
A4.00dr
A
A4.00dr
B
A4.00dr
B
A4.00dr6' - 0"OPEN
ABOVE
OPEN
ABOVE
OPEN
ABOVE
OPEN
ABOVE
A6.02
7
A6.02
8
4"U1 U1
U1U1U1U1U1U1U1
U1 U1 U1
D2
W05
W03
W01
W02
W04 W04W04W04
D5
D5
W06 W06 W06 W06 W06 W06
W06 W06 W06 W06 W06
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
D8
U2 U2 U2 U2 U2 U2 U2
A6.09
9
D1
W06 W06 W06 W06 W06 W06 W06
U2
W06 W06
U2 U2
W06 W06
U2
W02
W07
U3
U4
U4
U5
U4
U4
U5 U5
U3
U4 U4
U4
U5
U3 U3
U4
U5
U4
1. WHEN SHOWN IN PLAN, ALL DIMENSIONS ARE TO FACE OF STUD, FACE
OF CONCRETE, CENTERLINE OF COLUMNS, OR CENTERLINE OF WALL
ASSEMBLIES, (UON)
2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.
3. ALL CLEAR DIMENSIONS ARE NOT TO BE ADJUSTED WITHOUT APPROVAL
OF THE ARCHITECT.
4. SEE SITE PLAN FOR OVERALL SITE DIMENSIONS AND NOTES NOT SHOWN.
5. ALL GRID LINES INDICATE CENTER OF STRUCTURAL WALL OR FACE OF
STRUCTURAL MATERIAL, (UON)
6. WINDOW/DOOR TYPES AND LOCATIONS SHALL BE AS PER BUILDING PLANS,
NOT ENLARGED PLANS.
7. SEE ENLARGED PLANS FOR DIMENSIONS, TAGS, KEYNOTES, NOTES, ETC.
NOT SHOWN.
8. REFER TO CIVIL AND STRUCTURAL FOR LEVEL ONE FINISH FLOOR
ELEVATIONS.
9. SEE FINISH SCHEDULES FOR TYPICAL FINISHES, (UON)
10. SEE REFLECTED CEILING PLANS FOR LOCATIONS AND DIMENSIONS OF
SOFFITED AREAS.
11. PROVIDE AND INSTALL 2X FLAT WOOD BLOCKING OR 16GA METAL
STRAPPING FOR ALL BATH ACCESSORIES, HANDRAILS, CABINETS, TOWEL
BARS, WALL MOUNTED FIXTURES AND ANY OTHER ITEMS ATTACHED TO
WALLS.
12. ALL CHANGES IN FLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR
FRAMED OPENINGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
13. AT AREAS OF TRANSITION BETWEEN DIFFERENT WALL ASSEMBLIES,
CONTINUE THICKEST LAYER OF SUBSTRATE OR FINISH TO PROVIDE A
FLUSH FINISHED SURFACE IN ALL DIRECTIONS TO NEAREST PER-
PENDICULAR SURFACE (WALL, CEILING, ETC.), (UON)
14. PROVIDE BATT INSULATION AT INTERIOR WALLS FOR ACOUSTIC PURPOSES
AT CORRIDORS, BATHROOMS, LAUNDRY ROOMS AND PARTY WALLS WHERE
OCCURS, (UON)
15. ALL BLOCKOUTS IN SLABS, WALLS, FOOTINGS AND P.T. SLABS (WHERE
OCCURS) SHALL BE COORDINATED AND PROVIDED, EVEN IF NOT
SPECIFICALLY SHOWN ON DRAWINGS.
16. WHERE OCCURS, DECKS AND BALCONIES SHALL HAVE A DESIGN SLOPE
OF A MINIMUM OF ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL
(2-PERCENT SLOPE) FOR DRAINAGE.
17. OCCUPIABLE SPACES, HABITABLE SPACES AND CORRIDORS SHALL HAVE A
CEILING HEIGHT OF NOT LESS THAN 7 FEET 6 INCHES. BATHROOMS, TOILET
ROOMS, KITCHENS, STORAGE ROOMS AND LAUNDRY ROOMS SHALL BE
PERMITTED TO HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET.
18. DOOR JAMBS ARE LOCATED 4" FROM PERPENDICULAR WALL, (UON)
= NON-RATED WALL
= 1HR WALL
= 2HR WALL
1t = DOOR TAG, SEE DOOR SCHEDULE, SHEET _______
= WINDOW TAG, SEE WINDOW SCHEDULE, SHEET _______1t
= WALL TAG, SEE WALL ASSEMBLIES, SHEET _______1i
= BUILT-UP TRAFFIC COATING FOR DRAINAGE
OPEN
ABOVE
OPEN
ABOVE
OPEN
ABOVE
OPEN
ABOVE
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 2:36:20 PM 9/15/2021 2:36:20 PMA2.04
LEVEL 3 FLOOR PLANCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
3/16" = 1'-0"
LEVEL 3 FLOOR PLAN1
DRAWING NOTES
FLOOR PLAN LEGEND
LEVEL 3 TOTAL OCCUPANT LOAD: 43 OCCUPANTS (1/200GROSS)
TOTAL # OF DWELLING UNITS: 12 UNITS
PRINCIPAL CLASSIFICATION: R-2 (RESIDENTIAL)
OCCUPANCY SEPARATION: 1 HR (BETWEEN DWELLINGS)
CONSTRUCTION TYPE: Vb (R-2)
FIRE RESISTIVE CONSTRUCTION (Vb):
1 HR EXT. BEARING WALLS
0 HR INT. NON-BEARING WALLS
1 HR FLOOR/CEILING ASSEMBLIES
1 HR ROOF/CEILING ASSEMBLIES
2 HR SHAFT ENCLOSURES
1 HR CORRIDOR WALLS
1 HR DEMISING WALLS
# OF EXITS REQUIRED: 2 EXITS
# OF EXITS PROVIDED: 2 EXITS
L3 GROSS BLDG 8,704 SF
8,704 SF
1" = 20'-0"
LEVEL 3 DRAINAGE PLAN2
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 162 of 207
DN
QUEENQUEENDWMW DW MWDWMW DW MWDWMW DW MWDW MWA B
1
12
R
8
6
M
MACHINE
ROOM
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
E F H J L
N O
P
Q
3
4
7
5
99
1010
2
11113' - 0"29' - 0"11' - 0"29' - 4"20' - 0"10' - 8" 6' - 0" 3' - 4"4' - 4" 6' - 8" 13' - 4"
9' - 4" 15' - 10"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 6"10' - 0"21' - 8"7' - 4" 11' - 0" 12' - 0"34' - 0"3' - 0" 7' - 0"4' - 0" 3' - 0"6' - 0"0' - 2" 3' - 2"
A1 A2 A2 A2 A2 A2 A3
COMM6' - 0"8' - 0"6' - 0"STORAGESTAIR #1
(2HR)
STAIR #2
(2HR)
A
A4.00dr
A
A4.00dr
B
A4.00dr
B
A4.00dr
ROOF DECK
(AREA = 2,517sf
OLF = 15net
OL = 120)
U1U1U1U1U1U1U1
D2
W05
W03
W01
D5
D5
D5
W06 W06 W06 W06 W06 W06
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
U4
U3
U4
U6
D8
01
02
(NEED A MIN. OF 10" OF ELEV. CHANGE FOR DRAINAGE)43' - 0"U2 U2 U2 U2 U2 U2 U2
A6.09
9
D1
12' - 0"11' - 0"W06 W06 W06 W06 W06 W06 W06 1. WHEN SHOWN IN PLAN, ALL DIMENSIONS ARE TO FACE OF STUD, FACE
OF CONCRETE, CENTERLINE OF COLUMNS, OR CENTERLINE OF WALL
ASSEMBLIES, (UON)
2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.
3. ALL CLEAR DIMENSIONS ARE NOT TO BE ADJUSTED WITHOUT APPROVAL
OF THE ARCHITECT.
4. SEE SITE PLAN FOR OVERALL SITE DIMENSIONS AND NOTES NOT SHOWN.
5. ALL GRID LINES INDICATE CENTER OF STRUCTURAL WALL OR FACE OF
STRUCTURAL MATERIAL, (UON)
6. WINDOW/DOOR TYPES AND LOCATIONS SHALL BE AS PER BUILDING PLANS,
NOT ENLARGED PLANS.
7. SEE ENLARGED PLANS FOR DIMENSIONS, TAGS, KEYNOTES, NOTES, ETC.
NOT SHOWN.
8. REFER TO CIVIL AND STRUCTURAL FOR LEVEL ONE FINISH FLOOR
ELEVATIONS.
9. SEE FINISH SCHEDULES FOR TYPICAL FINISHES, (UON)
10. SEE REFLECTED CEILING PLANS FOR LOCATIONS AND DIMENSIONS OF
SOFFITED AREAS.
11. PROVIDE AND INSTALL 2X FLAT WOOD BLOCKING OR 16GA METAL
STRAPPING FOR ALL BATH ACCESSORIES, HANDRAILS, CABINETS, TOWEL
BARS, WALL MOUNTED FIXTURES AND ANY OTHER ITEMS ATTACHED TO
WALLS.
12. ALL CHANGES IN FLOOR MATERIALS OCCUR AT CENTERLINE OF DOOR OR
FRAMED OPENINGS UNLESS OTHERWISE INDICATED ON THE DRAWINGS.
13. AT AREAS OF TRANSITION BETWEEN DIFFERENT WALL ASSEMBLIES,
CONTINUE THICKEST LAYER OF SUBSTRATE OR FINISH TO PROVIDE A
FLUSH FINISHED SURFACE IN ALL DIRECTIONS TO NEAREST PER-
PENDICULAR SURFACE (WALL, CEILING, ETC.), (UON)
14. PROVIDE BATT INSULATION AT INTERIOR WALLS FOR ACOUSTIC PURPOSES
AT CORRIDORS, BATHROOMS, LAUNDRY ROOMS AND PARTY WALLS WHERE
OCCURS, (UON)
15. ALL BLOCKOUTS IN SLABS, WALLS, FOOTINGS AND P.T. SLABS (WHERE
OCCURS) SHALL BE COORDINATED AND PROVIDED, EVEN IF NOT
SPECIFICALLY SHOWN ON DRAWINGS.
16. WHERE OCCURS, DECKS AND BALCONIES SHALL HAVE A DESIGN SLOPE
OF A MINIMUM OF ONE-FOURTH UNIT VERTICAL IN 12 UNITS HORIZONTAL
(2-PERCENT SLOPE) FOR DRAINAGE.
17. OCCUPIABLE SPACES, HABITABLE SPACES AND CORRIDORS SHALL HAVE A
CEILING HEIGHT OF NOT LESS THAN 7 FEET 6 INCHES. BATHROOMS, TOILET
ROOMS, KITCHENS, STORAGE ROOMS AND LAUNDRY ROOMS SHALL BE
PERMITTED TO HAVE A CEILING HEIGHT OF NOT LESS THAN 7 FEET.
18. DOOR JAMBS ARE LOCATED 4" FROM PERPENDICULAR WALL, (UON)
= NON-RATED WALL
= 1HR WALL
= 2HR WALL
1t = DOOR TAG, SEE DOOR SCHEDULE, SHEET _______
= WINDOW TAG, SEE WINDOW SCHEDULE, SHEET _______1t
= WALL TAG, SEE WALL ASSEMBLIES, SHEET _______1i
= BUILT-UP TRAFFIC COATING FOR DRAINAGE
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
OPEN TO
BELOW
9' - 6"9' - 6"These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 2:39:03 PM 9/15/2021 2:39:03 PMA2.06
LEVEL 4 FLOOR PLANCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
DRAWING NOTES
3/16" = 1'-0"
LEVEL 4 FLOOR PLAN1
FLOOR PLAN LEGEND
L4 GROSS BLDG 5,324 SF
5,324 SF
LEVEL 4 TOTAL OCCUPANT LOAD:43 OCCUPANTS (1/200GROSS)
TOTAL # OF DWELLING UNITS: 12 UNITS
PRINCIPAL CLASSIFICATION: R-2 (RESIDENTIAL)
OCCUPANCY SEPARATION: 1 HR (BETWEEN DWELLINGS)
CONSTRUCTION TYPE: Vb (R-2)
FIRE RESISTIVE CONSTRUCTION (Vb):
1 HR EXT. BEARING WALLS
0 HR INT. NON-BEARING WALLS
1 HR FLOOR/CEILING ASSEMBLIES
1 HR ROOF/CEILING ASSEMBLIES
2 HR SHAFT ENCLOSURES
1 HR CORRIDOR WALLS
1 HR DEMISING WALLS
# OF EXITS REQUIRED: 2 EXITS
# OF EXITS PROVIDED: 2 EXITS
1" = 20'-0"
LEVEL 4 DRAINAGE PLAN2
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 163 of 207
1/4" / 1'-0"1/4" / 1'-0"1/4" / 1'-0"DECK DRAIN, ROUTE TO
IN-WALL DOWNSPOUT, TYP
ROOF CRICKET, TYP
AREA DEDICATED TO ROOF MOUNTED MECHANICAL EQUIPMENT, (SEE NOTE #5)7 5/8" / 1'-0"ROOF DECK
(BELOW)
1/4:12 DRAINAGE DIRECTIONAL ARROW
THROUGH-WALL SCUPPER
CRICKET,
TYP31' - 6 1/2"9' - 10"20' - 0"20' - 0"10' - 0"
= NON-RATED WALL
= 1HR WALL
= 2HR WALL
1t = DOOR TAG, SEE DOOR SCHEDULE, SHEET _______
= WINDOW TAG, SEE WINDOW SCHEDULE, SHEET _______1t
= WALL TAG, SEE WALL ASSEMBLIES, SHEET _______1i
= BUILT-UP TRAFFIC COATING FOR DRAINAGE
1. WHEN SHOWN IN PLAN, ALL DIMENSIONS ARE TO FACE OF STUD, FACE OF
CONCRETE, CENTERLINE OF COLUMNS, OR CENTERLINE OF WALL
ASSEMBLIES, (UON)
2. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN.
3. ALL CLEAR DIMENSIONS ARE NOT TO BE ADJUSTED WITHOUT APPROVAL
OF THE ARCHITECT.
4. SEE PLUMBING DRAWINGS FOR ROOF DRAINS THAT CONNECT UNDER-
GROUND TO STORM DRAIN SYSTEM.
5. NO APPLIANCES, MECHANICAL EQUIPMENT, FANS, ROOF HATCH OPENINGS
OR OTHER COMPONENTS THAT REQUIRE SERVICE SHALL BE LOCATED
WITHIN 10-FEET OF A ROOF EDGE WITHOUT A 42" PARAPET OR GUARDRAIL
MINIMUM. GUARDS ARE NOT REQUIRED WHERE THE OWNER PROVIDES
PERMANENT FALL ARREST/RESTRAINT ANCHORAGE CONNECTOR DEVICES
IN COMPLIANCE WITH ANSI/ASSE Z 359.1.
6. PROVIDE SCREENING ON ALL SIDES OF ALL ROOF MOUNTED EQUIPMENT.
BUILDING IS LOCATED IN CLIMATE ZONE 7.
NON-TRUSS ROOFS AND PROJECTIONS ARE UNVENTED PER CBC 1203.3.These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 3:26:19 PM 9/15/2021 3:26:19 PMA2.08
ROOF PLAN CHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
3/16" = 1'-0"
ROOF PLAN1
DRAWING NOTES
ROOF PLAN LEGEND
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 164 of 207
DWMW
B
B
11
66
E
E
33
44
77
22
OPEN
ABOVE
15' - 10"
A1
A2.10
A
B
A2.10
C
D40' - 0"11' - 6" 4' - 0" 5' - 2" 2' - 2"ADD RC CHANNELS ON INT. FACE FOR GWB @ CONC17' - 2"6' - 0"5' - 6"4' - 0"7' - 4"2' - 8"14' - 6"6' - 0"0' - 2"5' - 10" 5' - 6" 4' - 6"
10' - 6" 5' - 4"
6' - 10" 3' - 8" 3' - 1" 2' - 3"
8' - 2" 3' - 8" 4' - 0"
16"
B
B
11
66
E
E
33
44
77
22
+7'-6"
+8'-0"
+9'-0"
(TYP)
FIBER-CEMENT
2' - 0"2' - 0"4' - 0"1' - 4"
SP
L2
93' -0"36"18"30"12"6"42"36"24 1/4"1 1/2"33"
SOFFIT
+6.0'
WF-1
WF-1
WF-1
12"30"36"25"3/4"32 1/4"3/4"
L2
93' -0"12"30"18"36"6"SOFFIT
TO BURNERS24" CLRCF-1
CF-1
?
12 3/4" 30" 30" 18"
L2
93' -0"
WF-1
WF-1
72"36"12" 48"
CF-1
L2
93' -0"72"80"WF-1
WF-1
= NON-RATED WALL
= 1HR WALL
= 2HR WALL
1t = DOOR TAG, SEE DOOR SCHEDULE, SHEET _______
= WINDOW TAG, SEE WINDOW SCHEDULE, SHEET _______1t
= WALL TAG, SEE WALL ASSEMBLIES, SHEET _______1i
= BUILT-UP TRAFFIC COATING FOR DRAINAGE
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 3:16:55 PM 9/15/2021 3:16:55 PMA2.10
UNIT A1 DRAWINGSCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
1/4" = 1'-0"
UNIT A1 FLOOR PLAN1
1/4" = 1'-0"
UNIT A1 REFLECTED CEILING PLAN2
1/2" = 1'-0"
A1 KITCHEN ELEVATIONA
1/2" = 1'-0"
A1 KITCHEN ELEVATIONB
1/2" = 1'-0"
A1 BATHROOM ELEVATIONC
1/2" = 1'-0"
A1 BATHROOM ELEVATIOND
A KITCHEN PERSPECTIVE3
UNIT TYPE A1 660 SF
FLOOR PLAN LEGEND
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 165 of 207
MWDW MW11
66
E
E
F
F
33
44
77
22
OPEN
ABOVE
16' - 0"
A2
11' - 0"40' - 0"6' - 0"0' - 2"16' - 0"
2' - 3" 7' - 3" 6' - 6"6' - 0"5' - 6"4' - 0"7' - 4"17' - 2"40' - 0"16' - 0"
A2.11
A
B
A2.11
C
D
4' - 6" 5' - 6" 6' - 0"2' - 8"2' - 2"5' - 2"11
66
E
E
F
F
33
44
77
22
+7'-6"
+8'-0"
+9'-0"
(TYP)
SP
2' - 0"2' - 0"
+8'-0"
+8'-0"
U14' - 0"1' - 4"
L2
93' -0"
SOFFIT
WF-1
L2
93' -0"
SOFFIT
90"WF-1
WF-1
WF-1
L2
93' -0"
L2
93' -0"
WF-1
= NON-RATED WALL
= 1HR WALL
= 2HR WALL
1t = DOOR TAG, SEE DOOR SCHEDULE, SHEET _______
= WINDOW TAG, SEE WINDOW SCHEDULE, SHEET _______1t
= WALL TAG, SEE WALL ASSEMBLIES, SHEET _______1i
= BUILT-UP TRAFFIC COATING FOR DRAINAGE
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 3:17:07 PM 9/15/2021 3:17:07 PMA2.11
UNIT A2 DRAWINGSCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
1/4" = 1'-0"
UNIT A2 FLOOR PLAN1
1/4" = 1'-0"
UNIT A1 REFLECTED CEILING PLAN2
1/2" = 1'-0"
A2 KITCHEN ELEVATIONA
1/2" = 1'-0"
A2 KITCHEN ELEVATIONB
1/2" = 1'-0"
A2 BATHROOM ELEVAITONC
1/2" = 1'-0"
A2 BATHROOM ELEVAITOND
A KITCHEN PERSPECTIVE3
UNIT TYPE A2 640 SF
FLOOR PLAN LEGEND
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 166 of 207
MWDW MW11
R
R
66
M
M
P
P
33
44
77
55
22
16' - 6"
A3
40' - 0"11' - 0"40' - 0"6' - 0"0' - 2"8' - 0"3' - 0"12' - 0"28' - 0"0' - 8"4' - 0"1' - 4"11' - 0"4' - 0"3' - 6"5' - 2"2' - 2"8' - 11"3' - 9"4' - 6"4' - 6" 5' - 6" 4' - 6" 2' - 0"
18' - 2"
2' - 3" 3' - 11" 12' - 0"
4' - 0" 2' - 4" 10' - 2"
1' - 8"
A2.12
A
B
A2.12
C
D
9' - 0"2' - 8"11
R
R
66
M
M
P
P
33
44
77
55
22
+7'-6"
+8'-0"
+9'-0"
(TYP)4' - 0"2' - 0"2' - 0"2' - 0"
1' - 4"
SP
L2
93' -0"
SOFFIT SOFFIT
L2
93' -0"
SOFFITWF-1
WF-1
L2
93' -0"
L2
93' -0"
WF-1
= NON-RATED WALL
= 1HR WALL
= 2HR WALL
1t = DOOR TAG, SEE DOOR SCHEDULE, SHEET _______
= WINDOW TAG, SEE WINDOW SCHEDULE, SHEET _______1t
= WALL TAG, SEE WALL ASSEMBLIES, SHEET _______1i
= BUILT-UP TRAFFIC COATING FOR DRAINAGE
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 3:17:37 PM 9/15/2021 3:17:37 PMA2.12
UNIT A3 DRAWINGSCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
1/4" = 1'-0"
UNIT A3 FLOOR PLAN1
1/4" = 1'-0"
UNIT A3 REFLECTED CEILING PLAN2
1/2" = 1'-0"
A3 KITCHEN ELEVATIONA
1/2" = 1'-0"
A3 KITCHEN ELEVATIONB
1/2" = 1'-0"
A3 BATHROOM ELEVATIONC
1/2" = 1'-0"
A3 BATHROOM ELEVATIOND
A3 KITCHEN PERSPECTIVE3
UNIT TYPE A3 660 SF
FLOOR PLAN LEGEND
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 167 of 207
DWMWDOUBLEA
A
1212
66
D
D
77
99
1010
1111
OPEN
ABOVE
22' - 0"10' - 0"29' - 0"11' - 0"7' - 0"3' - 0"10' - 6"7' - 8"10' - 10"4' - 4"6' - 8"B1
10' - 10" 3' - 11" 5' - 0" 2' - 3"3' - 6"3' - 6"3' - 0"29' - 0"5' - 9"3' - 6"7' - 0"2' - 6"5' - 2"9' - 0" 4' - 0" 3' - 0" 6' - 0"
13' - 0"9' - 0"
11' - 0"11' - 0"10' - 6"7' - 8"4' - 4"6' - 6"A2.13A
B
A2.13
C
DSTORAGE 3' - 9" 2' - 3"
A
A
1212
66
D
D
77
99
1010
1111
+8'-0"
+9'-0"
(TYP)
+7'-6"24"24"24"24"1' - 4"SPL2
93' -0"
SOFFIT
30"18"36"18" 36" 24 1/2" 16"6"30"54"WF-1
WF-1 WF-1
L2
93' -0"6"30"18"36"24"WF-1
CF-1
WF-1
33"18 3/4"30"30"12 3/4"
18" 30" 18"
L2
93' -0"34"WF-1
WF-1
48"40"L2
93' -0"80"WF-1
WF-1
= NON-RATED WALL
= 1HR WALL
= 2HR WALL
1t = DOOR TAG, SEE DOOR SCHEDULE, SHEET _______
= WINDOW TAG, SEE WINDOW SCHEDULE, SHEET _______1t
= WALL TAG, SEE WALL ASSEMBLIES, SHEET _______1i
= BUILT-UP TRAFFIC COATING FOR DRAINAGE
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 3:17:46 PM 9/15/2021 3:17:46 PMA2.13
UNIT B1 DRAWINGSCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
1/4" = 1'-0"
UNIT B1 FLOOR PLAN1
1/4" = 1'-0"
UNIT B1 REFLECTED CEILING PLAN2
B1 KITCHEN PERSPECTIVE3
1/2" = 1'-0"
B1 KITCHEN ELEVATIONA
1/2" = 1'-0"
B1 KITCHEN ELEVATIONB
1/2" = 1'-0"
B1 BATHROOM ELEVATIONC
1/2" = 1'-0"
B1 BATHROOM ELEVATIOND
UNIT TYPE B1 638 SF
FLOOR PLAN LEGEND
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 168 of 207
MWDWDOUBLE
1212
66
D
D
G
G
77
99
1010
1111
22' - 0"10' - 0"29' - 0"11' - 0"B2
3' - 6"3' - 6"3' - 0"10' - 6"2' - 6"5' - 2"10' - 10"5' - 9"OPEN
ABOVE
7' - 0"13' - 6"4' - 0"3' - 8"4' - 0"6' - 10"3' - 6"3' - 6"32' - 0"13' - 6" 3' - 0" 5' - 6"
22' - 0"
A2.14
C
D
A2.14
A
6' - 4" 5' - 6" 7' - 6" 2' - 8"
B
3' - 3" 2' - 3"9' - 0" 4' - 6"
1' - 0"2' - 0"
10' - 6" 4' - 0" 7' - 6"
1212
66
D
D
G
G
77
99
1010
1111
+8'-0"
+9'-0"
(TYP)
+7'-6"SUB24"60"72"42"EQ EQ
31"
+8'-0"
1' - 4"24"L2
93' -0"
55"
6"Ø
4"Ø
= NON-RATED WALL
= 1HR WALL
= 2HR WALL
1t = DOOR TAG, SEE DOOR SCHEDULE, SHEET _______
= WINDOW TAG, SEE WINDOW SCHEDULE, SHEET _______1t
= WALL TAG, SEE WALL ASSEMBLIES, SHEET _______1i
= BUILT-UP TRAFFIC COATING FOR DRAINAGE
L2
93' -0"
15"
BREADBOARD
15"
BREADBOARD
L2
93' -0"8' - 0"L2
93' -0"
WF-1
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 3:18:05 PM 9/15/2021 3:18:05 PMA2.14
UNIT B2 DRAWINGSCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
1/4" = 1'-0"
UNIT B2 FLOOR PLAN1
1/4" = 1'-0"
UNIT B2 REFLECTED CEILING PLAN2
B2 KITCHEN PERSPECTIVE3
1/2" = 1'-0"
B2 KITCHEN ELEVATIONA
UNIT TYPE B2 704 SF
FLOOR PLAN LEGEND
1/2" = 1'-0"
B2 KITCHEN ELEVATIONB
1/2" = 1'-0"
B2 BATHROOM ELEVATIONC
1/2" = 1'-0"
B2 BATHROOM ELEVATIOND
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 169 of 207
DW QUEENMW1212
66
K
K
N
N
77
1010
1111
21' - 0"
B3
01
OPEN
ABOVE
2' - 8" 7' - 6" 5' - 6" 5' - 4"7' - 0"32' - 0"11' - 0"3' - 6"3' - 6"13' - 6"4' - 0"3' - 8"4' - 4"6' - 6"5' - 9"13' - 6"7' - 8"10' - 10"2' - 6"5' - 2"6' - 8" 4' - 2" 10' - 2"
2' - 8"
A2.15
B
C
A2.15
A
21' - 0"
5' - 6" 3' - 0" 12' - 6"
4' - 0" 8' - 6"2' - 3" 3' - 3"
1212
66
K
K
N
N
77
1010
1111
+8'-0"
+9'-0"
(TYP)
+7'-6"
+8'-0"
1' - 4"60"72"42"31"24"24"EQ EQ
SUBL2
93' -0"36" 18"
SOFFIT
WF-1
WF-1
L2
93' -0"
WF-1
WF-1
L2
93' -0"
WF-1
WF-1
= NON-RATED WALL
= 1HR WALL
= 2HR WALL
1t = DOOR TAG, SEE DOOR SCHEDULE, SHEET _______
= WINDOW TAG, SEE WINDOW SCHEDULE, SHEET _______1t
= WALL TAG, SEE WALL ASSEMBLIES, SHEET _______1i
= BUILT-UP TRAFFIC COATING FOR DRAINAGE
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 3:18:22 PM 9/15/2021 3:18:22 PMA2.15
UNIT B3 DRAWINGSCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
1/4" = 1'-0"
UNIT B3 FLOOR PLAN1
1/4" = 1'-0"
UNIT B3 REFLECTED CEILING PLAN2
B3 KITCHEN PERSPECTIVE3
1/2" = 1'-0"
B3 KITCHEN ELEVATIONA
1/2" = 1'-0"
B3 BATHROOM ELEVATIONB
1/2" = 1'-0"
B3 BATHROOM ELEVATIONCUNIT TYPE B3 672 SF
FLOOR PLAN LEGEND
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 170 of 207
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 3:32:11 PM 9/15/2021 3:32:11 PMA3.00
BUILDING PERSPECTIVESCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
SOUTHEAST PERSPECTIVE1 NORTHEAST PERSPECTIVE2
SOUTHWEST PERSPECTIVE3 NORTHWEST PERSPECTIVE4
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 171 of 207
L2
93' -0"
ALLEY
81' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"
M-3
M-6
M-6
M-6
M-344' - 0"M-8
M-6
M-6
M-5
M-5
M-5
M-1 PROPERTY LINEPROPERTY LINE10' - 6" 10' - 6" 9' - 0"12' - 0"L1
82' -0"
L2
93' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"
M-5
M-5
M-11
M-3
M-7
M-6
M-10
STUCCO SCREED, TYP
M-42' - 0"46' - 0"ELEVATOR TOWER TO
EXCEED MAX. HEIGHT
PER UCSP ALLOWANCE
M-11PROPERTY LINEPROPERTY LINEM-11
M-11
M-11
OPEN
OPEN
OPEN
11' - 0"MAILBOXESM-7
M-9
L1
82' -0"
L2
93' -0"
ALLEY
81' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"
TOTAL AREA
238SF
OPENINGS AREA
924SF
TOTAL AREA
3,794SF
OPENINGS AREA
48SF
= UNLIMITED OPENINGS
PER §705.8.1, EXCEPTION 1.1
= BUILDING WALL PLANE
(25' TO LESS THAN 30')
= BUILDING WALL PLANE
(20' TO LESS THAN 25')
60 60 94 TOTAL AREA
1,010SF
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 3:44:51 PM 9/15/2021 3:44:51 PMA3.01
BUILDING ELEVATIONSCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
3/16" = 1'-0"
NORTH ELEVATION1
3/16" = 1'-0"
EAST ELEVATION2
ID DESCRIPTION PATTERN COLOR FINISH REMARKS
M-1 8X8X16 CMU RUNNING
BOND
NATURAL PRECISION
BLOCK
M-2 8X8X16 CMU RUNNING
BOND
NATURAL PRECISION
BLOCK
PLANT WITH
IVY
M-3 8X8X8 CMU STACKED
BOND
NATURAL PRECISION
BLOCK
M-4 CONCRETE 12" BOARD
FORMS
NATURAL
M-5 CEMENT PLASTER WHITE 20/30 SAND
M-6 CEMENT PLASTER GRAY 20/30 SAND
M-7 TEXTURED
FIBER-CEMENT
PANELS
BROWN
M-8 PAINTED
FIBER-CEMENT
BOARD
CAVIAR SW
6990
MATTE
M-9 COLORED
TEMPERED GLASS
SEAFOAM TRANSLUSC
ENT
M-10 PAINTED STEEL CAVIAR SW
6990
MATTE
M-11 PAINTED SHEET
METAL
CAVIAR SW
6990
MATTE
M-12 METAL MESH
SCREEN
2" x 2" CAVIAR SW
6990
SATIN
ELEVATION NOTES
<ELEVATION NOTES>
MATERIAL LEGEND
ALLOWABLE UNPROTECTED OPENINGS CALCULATIONS:
DISTANCE MEASURED FROM CENTERLINE OF DAVIDSON PER CBC
AT GRADE PARKING LEVEL
UNLIMITED UNPROTECTED OPENINGS ALLOWED PER §705.8.1, EXCEPTION 1.1
STAIR #2 TOWER
20' TO LESS THAN 25', MAX ALLOWABLE UNPROTECTED OPENINGS = NO LIMIT
UNITS AT LEVELS 2-4
25' TO LESS THAN 30', MAX ALLOWABLE UNPROTECTED OPENINGS = NO LIMIT
ALLOWABLE UNPROTECTED OPENINGS CALCULATIONS:
DISTANCE MEASURED FROM CENTERLINE OF CHURCH PER CBC
AT GRADE PARKING LEVEL
UNLIMITED UNPROTECTED OPENINGS ALLOWED PER §705.8.1, EXCEPTION 1.1
STAIR #1 TOWER
30' OR GREATER, MAX ALLOWABLE UNPROTECTED OPENINGS = NO LIMIT
UNITS AT LEVELS 2-4
30' OR GREATER, MAX ALLOWABLE UNPROTECTED OPENINGS = NO LIMIT
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 172 of 207
L2
93' -0"
ALLEY
81' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"
M-1
M-5
M-7
M-11
M-1
M-5 M-5
M-1
M-12
M-10 PROPERTY LINEPROPERTY LINEM-6
W07 W02
W02W07
D4
L1
82' -0"
L2
93' -0"
ALLEY
81' -0"9' - 0"10' - 6"10' - 6"11' - 0"L3
103' -6"
L4
114' -0"
ROOF
123' -0"
M-2
M-4
M-6
M-5
M-5
572SF OF OPENINGS = 19.2% OPENINGS AREA2,922SF OF WALL AREA (10FT > 5FT)M-8
M-6
M-5
M-9
M-10
M-5 48' - 0"PROPERTY LINEPROPERTY LINEL1
82' -0"
L2
93' -0"
ALLEY
81' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"9' - 0"10' - 6"10' - 6"11' - 0"TOTAL AREA
2,777SF
OPENINGS AREA
572SF
TOTAL AREA
1,590SF
= BUILDING WALL PLANE
(5' TO LESS THAN 10')
= BUILDING WALL PLANE
(0' TO LESS THAN 3')
L2
93' -0"
ALLEY
81' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"
TOTAL AREA
2,526SF
OPENINGS AREA
588SF
= UNLIMITED OPENINGS
PER §705.8.1, EXCEPTION 1.1
= BUILDING WALL PLANE
(10' TO LESS THAN 15')
169 253
TOTAL AREA
999SFThese drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 2:51:44 PM 9/15/2021 2:51:44 PMA3.02
BUILDING ELEVATIONSCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
3/16" = 1'-0"
WEST ELEVATION2
3/16" = 1'-0"
SOUTH ELEVATION1
ID DESCRIPTION PATTERN COLOR FINISH REMARKS
M-1 8X8X16 CMU RUNNING
BOND
NATURAL PRECISION
BLOCK
M-2 8X8X16 CMU RUNNING
BOND
NATURAL PRECISION
BLOCK
PLANT WITH
IVY
M-3 8X8X8 CMU STACKED
BOND
NATURAL PRECISION
BLOCK
M-4 CONCRETE 12" BOARD
FORMS
NATURAL
M-5 CEMENT PLASTER WHITE 20/30 SAND
M-6 CEMENT PLASTER GRAY 20/30 SAND
M-7 TEXTURED
FIBER-CEMENT
PANELS
BROWN
M-8 PAINTED
FIBER-CEMENT
BOARD
CAVIAR SW
6990
MATTE
M-9 COLORED
TEMPERED GLASS
SEAFOAM TRANSLUSC
ENT
M-10 PAINTED STEEL CAVIAR SW
6990
MATTE
M-11 PAINTED SHEET
METAL
CAVIAR SW
6990
MATTE
M-12 METAL MESH
SCREEN
2" x 2" CAVIAR SW
6990
SATIN
ELEVATION NOTES
<ELEVATION NOTES>
MATERIAL LEGEND
ALLOWABLE UNPROTECTED OPENINGS CALCULATIONS:
DISTANCE MEASURED FROM SOUTH PROPERTY LINE PER CBC
0 TO LESS THAN 3', MAX ALLOWABLE UNPROTECTED OPENINGS = NOT PERMITTED
TOTAL FACADE SF (0 TO LESS THAN 3') = 1,590SF
TOTAL SF OF OPENINGS = 0SF
5' TO LESS THAN 10', MAX ALLOWABLE OPENINGS = 25%
TOTAL FACADE SF (5' TO LESS THAN 10') = 2,777SF
TOTAL SF OF OPENINGS = 572SF
(572 ÷ 2,777 = 20.6% < 25%)
ALLOWABLE UNPROTECTED OPENINGS CALCULATIONS:
DISTANCE MEASURED FROM CENTERLINE OF ALLEY PER CBC
AT GRADE PARKING LEVEL
UNLIMITED UNPROTECTED OPENINGS ALLOWED PER §705.8.1, EXCEPTION 1.1
10' TO LESS THAN 15', MAX ALLOWABLE UNPROTECTED OPENINGS = 45%
TOTAL FACADE SF (10' TO LESS THAN 15') = 2,526SF
TOTAL SF OF OPENINGS = 588SF
(588 ÷ 2,526 = 23.3% < 45%)
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 173 of 207
L1
82' -0"
L2
93' -0"
ALLEY
81' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"
A B RMEFHJLNP
15' - 10"16' - 0"16' - 0"16' - 0"16' - 0"16' - 0"16' - 6"9' - 8"L1
82' -0"
L2
93' -0"
ALLEY
81' -0"
L3
103' -6"
L4
114' -0"
ROOF
123' -0"
12
63 7
10
2
11
= 1HR FLOOR/WALL ASSEMBLY
= 2HR FLOOR/WALL ASSEMBLY
= NON-RATED FLOOR/WALL ASSEMBLY
These drawings, associated specifications, related project documetns, and other instruments of service are the property of the designer and consultants−of−record; they shall neither be executed nor used for any other work except by specific agreement with the designer. (C) 2019 THE BROWN STUDIO INC.SHEET NUMBER
SHEET TITLE
THE BROWN STUDIO INC.
1 1 4 4 N C o a s t H w y 1 0 1
E n c i n i t a s C A 9 2 0 2 4
6 1 9 . 5 7 7 . 4 6 1 0 www.thebrownstudio.com
STAMP
DEVELOPER
BUILDING PERMIT
DATES
9/15/2021 2:59:37 PM 9/15/2021 2:59:37 PMA4.00dr
BUILDING SECTIONSCHULA VISTA, CALIFORNIASUB1 JUNE 25, 2021
3/16" = 1'-0"
SECTION AAA
3/16" = 1'-0"
SECTION BBB
BUILDING SECTION NOTES
1.<INSERT NOTES>
ID DESCRIPTION PATTERN COLOR FINISH REMARKS
M-1 8X8X16 CMU RUNNING
BOND
NATURAL PRECISION
BLOCK
M-2 8X8X16 CMU RUNNING
BOND
NATURAL PRECISION
BLOCK
PLANT WITH
IVY
M-3 8X8X8 CMU STACKED
BOND
NATURAL PRECISION
BLOCK
M-4 CONCRETE 12" BOARD
FORMS
NATURAL
M-5 CEMENT PLASTER WHITE 20/30 SAND
M-6 CEMENT PLASTER GRAY 20/30 SAND
M-7 TEXTURED
FIBER-CEMENT
PANELS
BROWN
M-8 PAINTED
FIBER-CEMENT
BOARD
CAVIAR SW
6990
MATTE
M-9 COLORED
TEMPERED GLASS
SEAFOAM TRANSLUSC
ENT
M-10 PAINTED STEEL CAVIAR SW
6990
MATTE
M-11 PAINTED SHEET
METAL
CAVIAR SW
6990
MATTE
M-12 METAL MESH
SCREEN
2" x 2" CAVIAR SW
6990
SATIN
MATERIAL LEGEND
BUILDING SECTIONS LEGEND
SUB4 SEP 15, 2021
2021-10-27 PC Agenda Page 174 of 207
SEPTEMBER 20, 2021
MATERIAL BOARD
2021-10-27 PC Agenda Page 175 of 207
CHURCH &
DAVIDSON
CHULA VISTA, CA
SEPTEMBER 20, ‘211 1 4 4 N C O A S T H W Y 1 0 1
E N C I N I T A S, C A , 9 2 0 2 4 6 1 9 . 5 7 7 . 4 6 1 0
M A T E R I A L B O A R D
LIGHT FRENCH GRAY
STUCCO
MEDIUM FRENCH GRAY
STUCCO
12” BOARD FORMED
CAST-IN-PLACE CON-
CRETE WALLS
8X8 STACKED BOND
CMU WALLS
8X16 RUNNING BOND
CMU WALLS WOOD-LOOKING SIDING BLACK PAINTED METAL /
FIBER-CEMENT
BLACK PANITED METAL
MESH SCREENS WITH
PAINTED METAL FRAMES
SEAFOAM LAMINATE
GLASS
BLACK PAINTED STEEL
VERTICAL PICKET
RAILING
FRONT ELEVATIONS | PROPOSED BUILDING FACADE COMPONENTS
2021-10-27 PC Agenda Page 176 of 207
CHURCH &
DAVIDSON
CHULA VISTA, CA
SEPTEMBER 20, ‘211 1 4 4 N C O A S T H W Y 1 0 1
E N C I N I T A S, C A , 9 2 0 2 4 6 1 9 . 5 7 7 . 4 6 1 0
M A T E R I A L B O A R D
2021-10-27 PC Agenda Page 177 of 207
CHURCH &
DAVIDSON
CHULA VISTA, CA
SEPTEMBER 20, ‘211 1 4 4 N C O A S T H W Y 1 0 1
E N C I N I T A S, C A , 9 2 0 2 4 6 1 9 . 5 7 7 . 4 6 1 0
M A T E R I A L B O A R D
2021-10-27 PC Agenda Page 178 of 207
CHURCH &
DAVIDSON
CHULA VISTA, CA
SEPTEMBER 20, ‘211 1 4 4 N C O A S T H W Y 1 0 1
E N C I N I T A S, C A , 9 2 0 2 4 6 1 9 . 5 7 7 . 4 6 1 0
M A T E R I A L B O A R D
2021-10-27 PC Agenda Page 179 of 207
CHURCH &
DAVIDSON
CHULA VISTA, CA
SEPTEMBER 20, ‘211 1 4 4 N C O A S T H W Y 1 0 1
E N C I N I T A S, C A , 9 2 0 2 4 6 1 9 . 5 7 7 . 4 6 1 0
M A T E R I A L B O A R D
2021-10-27 PC Agenda Page 180 of 207
CHURCH &
DAVIDSON
CHULA VISTA, CA
SEPTEMBER 20, ‘211 1 4 4 N C O A S T H W Y 1 0 1
E N C I N I T A S, C A , 9 2 0 2 4 6 1 9 . 5 7 7 . 4 6 1 0
M A T E R I A L B O A R D
2021-10-27 PC Agenda Page 181 of 207
www.IntersectingMetrics.com
PO Box 1956, La Mesa, CA 91944
June 9, 2021
William S. Valle
Director/City Engineer
City of Chula Vista
276 Fourth Avenue
Chula Vista, CA 91910
Regarding: Backhouse Apartments – Sight Distance Waiver Request
Dear Mr. Valle,
The Backhouse Apartments Development (the “Proposed Project”), which is located on the southwest
corner of the Davidson Street and Church Avenue intersection (the “Intersection”), is formally requesting
a waiver from the sight distance requirements outlined in the City of Chula Vista Design and Construction
Standards RWY-05 and the Vision Clearance - Intersection Requirements in Section 12.12.120 of the
Chula Vista Municipal Code.
The City’s sight distance requirements are outlined in the Roadway Section of the City’s Design and
Construction Standard Drawings 2017 (RWY-05), which are provided in Attachment A. Two separate
standards are provided within this section, one for general roadways and the other for roadways under
40 feet wide. Church Avenue is currently 36 feet wide north of the Intersection and 44 feet wide directly
south of the Intersection. However, the Proposed Project will reduce the width of Church Avenue from
44 feet wide to 36 feet wide, curb-to-curb, along its frontage. The existing public right-of-way width will
not change but this will allow the Proposed Project to align the sidewalk and curb north and south of
Davidson Street. Davidson Street is currently 24 feet wide curb-to-curb. Since both roadways will be
under 40 feet wide, the sight vision clearance area identified on sheet 3 of 3 of the RWY-05 standard is
typically prescribed.
Despite meeting the development standards prescribed in the Village District (V-1) of the Chula Vista
Urban Core Specific Plan, the Proposed Project encroaches on the sight vision clearance area prescribed
in RWY- 05, and Municipal Code Section 12.12.120, at the southwest corner of the Intersection. Modifying
the Proposed Project building to avoid the sight vison clearance area would render the project infeasible.
A stopping sight distance analysis at the Intersection was performed based on the City’s minimum
stopping sight distance requirements (RWY-05) for general roadways (i.e. roadways over 40 feet in width).
Stopping sight distance is generally used for signalized intersections or all-way stop controlled
intersections, while corner sight distance is used for side street stop controlled or uncontrolled
intersections. Thus, if minimum stopping sight distance can be met at the intersection, then the corner
sight distance impacts can be mitigated by converting the intersection from side-street stop control to
all-way stop control. Since the implementation of an all-way stop sign will require vehicles on Church
Street to stop, the stopping sight distances at the northbound and southbound Church Street approaches
of the intersection were evaluated.
Neither Church Avenue nor Davidson Street have posted speed limits. Additionally, neither roadway is
classified within the City of Chula Vista Mobility Element. Both roadways are currently constructed as
residential roadways, as per Section 3-400 of the City of Chula Vista’s Subdivision Manual. However, it
should be noted that no parking is provided along Davidson Street, so the total curb-to-curb width of the
roadway is 24 feet instead of 36 feet. As per Table 3-401.11 of the Subdivision Manual, the design speed
2021-10-27 PC Agenda Page 182 of 207
EF BoushraSalem
for
2021-10-27 PC Agenda Page 183 of 207
Attachment A
Design and Constriction Standard Drawings 2017 (RWY-05)
2021-10-27 PC Agenda Page 184 of 207
2021-10-27 PC Agenda Page 185 of 207
2021-10-27 PC Agenda Page 186 of 207
2021-10-27 PC Agenda Page 187 of 207
Attachment B
Sight Distance Analysis
2021-10-27 PC Agenda Page 188 of 207
UP
+82.
0
'
T
D
O
N
O
T
E
N
T
E
R
JOB NO.:
DATE:
SCALE:
SHEET:
BACKHOUSE APARTMENTS
2021-10-27 PC Agenda Page 189 of 207
JOB NO.:
DATE:
SCALE:
SHEET:
BACKHOUSE APARTMENTS
2021-10-27 PC Agenda Page 190 of 207
2021-10-27 PC Agenda Page 191 of 207
2021-10-27 PC Agenda Page 192 of 207
2021-10-27 PC Agenda Page 193 of 207
RESOLUTION NO. DR20-0019
RESOLUTION OF THE CITY OF CHULA VISTA PLANNING
COMMISSION APPROVING DESIGN REVIEW PERMIT DR20-0019,
GENPROP BACKHOUSE, LLC, TO DEVELOP A 4-STORY, 31-UNIT
RESIDENTIAL APARTMENT BUILDING WITH 25 ON-SITE PARKING
SPACES ON A 0.28 ACRE SITE AT THE SOUTHWEST CORNER OF
CHURCH AVENUE AND DAVIDSON STREET
WHEREAS, on October 9, 2020, a duly verified application for a Design Review Permit
was filed with the City of Chula Vista Development Services Department by GenProp
Backhouse, LLC (the “Applicant”); and
WHEREAS, the application requests approval of a Design Review Permit to develop the
site at the southwest corner of Church Avenue and Davidson Street with a 4-story, 31-unit
multifamily apartment building, including 25 on-site parking spaces, landscaping, open space,
and associated access (the “Project”); and
WHEREAS, the Director of Development Services has reviewed the Project for
compliance with the California Environmental Quality Act (CEQA) and has determined that the
Project was adequately covered in the previously adopted Final Environmental Impact Report
FEIR 06-01 prepared for the Chula Vista Urban Core Specific Plan and certified by the City
Council in May 2007. Thus, no further environmental review is required; and
WHEREAS, the Director of Development Services set the time and place for a hearing
on the Design Review Permit application, and notice of the hearing, together with its purpose,
was given by its publication in a newspaper of general circulation in the City and its mailing to
property owners and residents within 500 feet of the exterior boundaries of the property at least
10 days prior to the hearing; and
WHEREAS, the hearing was held at the time and place as advertised in the Council
Chambers, 276 Fourth Avenue, before the Planning Commission and the hearing was thereafter
closed.
NOW, THEREFORE, BE IT RESOLVED by the Planning Commission of the City of
Chula Vista that it hereby makes the following findings:
That the proposed Project is consistent with the development regulations and design
guidelines of the Urban Core Specific Plan and other applicable regulations contained in
the Chula Vista Municipal Code.
The proposed Project is consistent with the vision, objectives and policies of the General
Plan and the land use development standards and regulations of the Urban Core Specific
Plan. The Project will redevelop an existing private parking lot and provide 31 additional
residential units within the City’s downtown area with convenient access to public transit.
The Project will contribute an additional multi-family housing type to local residents, who
2021-10-27 PC Agenda Page 194 of 207
Planning Commission Resolution DR20-0019
October 27, 2021
Page 2
would enhance the downtown ambiance by supporting the local commercial businesses
which provide a variety of goods and services. Accessibility to public transit would also
contribute regionally by connecting the project residents with access to other parts of the City
and region. The Project is also consistent with the Urban Core Specific Plan development
regulations related to land use. The Project will have a maximum building height of 45-feet,
a floor area ratio of 1.9, and meet the required setbacks including building wall frontage of
50% along Church Avenue, as well as include 25 on-site parking spaces and 25 off-site
parking spaces to be paid via an in-lieu fee. The Project will also exceed the minimum
requirement for landscaping and open space by providing 15.1% landscaping and 6,393
square feet of open space.
That the proposed Project is consistent with the design requirements and recommendations
contained in Chapter VII - Design Guidelines of the Urban Core Specific Plan.
The proposed project architecture features a modern architectural design that is eclectic and
contributes to the Third Avenue Village. The architecture draws inspiration from the newly
developed modern structures as well as the historic structures along Third Avenue and
Church Street, and fits within the architectural styles of the existing buildings. The building
mass is articulated by horizontal and vertical plane offsets, including balconies, which
provide variety and interest and are highlighted by accent colors and materials that break up
the roof line. The building facades will support a variety of building materials and colors,
including cement plaster, concrete, metal, stucco and laminate glass. The overall design, form
and scale of the building fit within the guidelines of the Urban Core Specific Plan’s Village
District and compliment development in downtown Chula Vista.
BE IT FURTHER RESOLVED THAT THE PLANNING COMMISSION, BASED ON
THE FINDINGS ABOVE, hereby approves the Design Review Permit subject to the following
conditions:
I. The following shall be accomplished to the satisfaction of the Director of Development
Services, or designee, prior to issuance of Building Permits, unless otherwise specified:
Planning Division
1. The site shall be developed and maintained in accordance with the approved plans, which
include site plans, building elevations, floor plans, landscape plans, and other on file in
the Planning Division, the conditions contained herein, the Urban Core Specific Plan and
Chula Vista Municipal Code (CVMC) Title 19.
2. Prior to, or in conjunction with the issuance of the first Building Permit, the Applicant
shall pay all applicable fees, including any unpaid balances of permit processing fees for
deposit account DDA0740.
3. Prior to, or in conjunction with the issuance of the first Building Permit, the Applicant
shall pay the In-Lieu-Parking Fee for 25 off-site parking spaces. The In-Lieu fee rate per
space shall be pursuant to the rate in effect at the time of payment.
2021-10-27 PC Agenda Page 195 of 207
Planning Commission Resolution DR20-0019
October 27, 2021
Page 3
4. Prior to the issuance of the first Building Permit, the colors and materials specified on the
building plans must be consistent with the colors and materials shown on the site plan
and materials board approved by the Planning Commission.
5. A graffiti resistant treatment shall be specified for all wall and building surfaces. This
shall be noted for any building and wall plans and shall be reviewed and approved prior
to the issuance of the first Building Permit. Additionally, the project shall conform to
CVMC Section 9.20.055 regarding graffiti control.
6. All roof-mounted appurtenances, including air conditioners and other roof mounted
equipment and/or projections, shall be shielded from view and the sound buffered from
adjacent properties and streets. Such screening shall be architecturally integrated with
the building design.
7. All ground mounted utility appurtenances such as transformers, AC condensers, etc.,
shall be located out of public view and adequately screened through the use of a
combination of walls and/or landscaping.
8. All exterior lighting shall include shielding to remove any glare from adjacent residents.
Details for said lighting shall be included in the architectural plans and shall be reviewed
and approved prior to the issuance of the first Building Permit.
9. The Project shall operate in compliance with the Performance Standards, CVMC
Chapters 19.66 and Performance Standards and Noise Control, Chapter 19.68.
10. The Applicant shall obtain approval of a sign permit for each sign. Signs shall comply
with all applicable requirements of the CVMC and Design Guidelines of the Urban Core
Specific Plan.
Building Division
11. The Applicant shall include a note on the cover sheet of the construction drawings
indicating this Project will comply with 2019 California Building Code, 2019 California
Fire Code, 2019 California Mechanical Code, 2019 California Plumbing Code, 2019
California Electrical Code, 2019 California Energy Code, and 2019 California Green
Standards Code as adopted and amended by the State of California and the City of Chula
Vista.
12. The Project shall be designed by an Architect or Engineer licensed by the State of
California. [California Business and Professional Code 5536.1, 6735].
Land Development Division
A. GENERAL COMMENTS AND FEES:
2021-10-27 PC Agenda Page 196 of 207
Planning Commission Resolution DR20-0019
October 27, 2021
Page 4
13. The following fees per City of Chula Vista Master Fee Schedule will be required based
on the final Building Plans submittal:
a. Sewer Connection and Capacity Fees
b. Traffic Signal Fees
c. Public Facilities Development Impact Fees (PFDIF)
d. Western Transportation Development Impact Fees (WTDIF)
e. Other Engineering Fees as applicable per attached Master Fee Schedule.
http://www.chulavistaca.gov/home/showdocument?id=8129
14. Additional deposits or fees in accordance with the City Subdivision Manual, and Master
Fee Schedule will be required for the submittal of the following items:
a. Improvement Plans/Construction Permit
15. Prior to the approval of any Planning Entitlement, the owner/applicant shall submit
duplicate copies of all commercial, industrial or multifamily Projects in digital format,
such as (DXF) graphic file, on a CD or through e-mail based on California State Plane
Coordinate System (NAD 83, Zone 6) in accordance with the City’s Guidelines for
Digital Submittal. DXF file shall include a utility plan showing any and all proposed
sewer or storm drain on site.
B. STORM WATER MANAGEMENT CONDITIONS:
16. The Project shall comply with all requirements of the MS4 Permit and City of Chula
Vista Best Management Practice (BMP) Design Manual, December 2015 and as amended
(the “BMP Design Manual”) for both construction and post-construction phases of the
project. Prior to Planning approval, documentation shall be provided, to the satisfaction
of the City Engineer, to demonstrate such compliance. A copy of the BMP Design
Manual is available on the City of Chula Vista website at:
http://www.chulavistaca.gov/departments/public-works/services/storm-water-pollution-
prevention/documents-and-reports.
17. The owner shall enter into a Storm Water Management Facilities Maintenance
Agreement to perpetually maintain all permanent BMPs located within the project prior
to issuance of any construction or Building Permits, whichever occurs first.
18. The Applicant must ensure that all roof drain is directed toward the proposed
Biofiltration basin per the Storm Water Quality Management Plan (‘SWQMP”) located
along the northerly property frontage.
19. All construction sites are required to implement Construction BMPs in accordance with
the performance standards outlined in Appendix K of the BMP Design Manual.
2021-10-27 PC Agenda Page 197 of 207
Planning Commission Resolution DR20-0019
October 27, 2021
Page 5
C. PUBLIC IMPROVEMENTS CONDITIONS:
20. Prior to issuance of a Building Permit, a Construction Permit is required for any work in
the public right-of-way. Improvement Plans must be submitted for review and
processing with Land Development division in conformance with the City’s Subdivision
Manual. The Improvement Plan shall include but not be limited to:
a. Installation of new curb, gutter & sidewalk along Church Ave per SDRSD G-7.
b. Removal and replacement of any broken or damaged curb, gutter, and sidewalk
along the project’s frontages on Davidson Street per SDRSD G-3 to the satisfaction
of the City Engineer.
c. Removal and replacement of existing pedestrian ramp on the corner of Church Ave
and Davison St per Chula Vista Construction Standard GSI-08. Dedication of R/W
as needed in order for pedestrian ramp to comply with American Disability Act
(ADA) requirements.
d. Installation of a sewer cleanout is required at the connection of the 6” sewer lateral
to the main public sewer line.
e. Installation of the proposed sewer laterals per SDRSD SS-01.
f. Utilities Trenching and Restoration per Chula Vista Construction Standard GSI-03.
g. The proposed closure of existing driveways along Church Ave shall be replaced
with curb, gutter, and sidewalk per SDRSD G-02 and G-07.
h. Relocation of existing utilities, as determined by the City Engineer.
i. Reconstruct the alley apron with ADA accessible ramps and reconstruct the existing
concrete paving within the alley. The extent of alley paving shall be determined
with the submittal of an Improvement Plan.
j. Installation of Private Street Trees and private Street Lights, in order to comply
with the Urban Core street theme for Church Avenue & Davidson Street. A
minimum of 5 feet walkway or sidewalk shall be provided around tree grates in
order comply with ADA requirements. An Encroachment Agreement is required for
said private improvements.
21. Prior to issuance of a Building Permit, a Construction permit is required for any work in
the public right-of-way, as approved by the City Engineer. The construction and
completion of all improvements and release requirements shall be secured in accordance
with CVMC Chapter 18.17.
22. Prior to issuance of a Construction Permit, a separate utility permit is required from the
utility owners as necessary for all other public utilities (gas, electric, water, cable,
telephone, etc.).
2021-10-27 PC Agenda Page 198 of 207
Planning Commission Resolution DR20-0019
October 27, 2021
Page 6
23. An Encroachment Agreement is required prior to issuance of a Building Permit for any
private facilities (if applicable) within Public right-of-way or City easement.
D. PRIVATE ONSITE IMPROVEMENTS CONDITIONS:
24. The onsite sewer and storm drain system shall be private. All sewer laterals and storm
drains shall be privately maintained from each building unit to the City-maintained public
facilities.
25. The Public Works Operations Section will need to inspect any existing sewer laterals and
connections that are to be used by the new development. Laterals and connections may
need replacement as a result of this inspection.
26. All proposed sidewalks, walkways, pedestrian ramps, and disabled parking shall be
designed to meet the City of Chula Vista Design Standards, Americans with Disabilities
Act (ADA) Standards, and Title 24 standards, as applicable.
Landscape Architecture Division
27. Prior to the second submittal of the Building Permit set, the Applicant shall submit a
complete set of Landscape Improvement plans for review and approval by the Director of
Development Services or designee. For further information about submitting Landscape
Improvement plans see the following link.
https://www.chulavistaca.gov/departments/development-services/landscape-architecture
Said plans shall conform to the following City documents:
a. Landscape Water Conservation Ordinance (LWCO), CVMC Chapter 20.12
b. City of Chula Vista Landscape Manual
c. Shade Tree Policy (576-19)
28. New dwelling units are subject to Parkland Acquisition and Development (PAD) fees in
accordance with CVMC Chapter 17.10. Prior to final inspection, payment of the PAD fee
per dwelling unit is required in accordance with CVMC Section 17.10.100.
29. Prior to the issuance of the Building Permit, the Applicant shall obtain City approval of
the Project’s Improvement Plans showing the relocation of all utilities within the City’s
public right-of-way to resolve any conflicts with proposed improvements to the
satisfaction of the Director of Development Services or designee.
30. Prior to the final building inspection, the Applicant shall have installed Landscape
Improvements per approved Landscape Improvement Plans to the satisfaction of the
Director of Development Services or designee.
2021-10-27 PC Agenda Page 199 of 207
Planning Commission Resolution DR20-0019
October 27, 2021
Page 7
Fire Department
31. The Applicant shall apply for required Building Permits. Permits shall comply with
applicable codes and requirements, including but not limited to: the current California
edition of Building Code (CBC), Fire Code (CFC), Mechanical Code, and Residential
Code as adopted and amended by the State of California and the City of Chula Vista.
Environmental Services Division
32. The Applicant shall develop and submit a “Recycling and Solid Waste Management
Plan” to the Conservation Coordinator for review and approval as a part of the Building
Permit process. The Applicant shall contract with the City’s franchise hauler throughout
the construction and occupancy phase of the Project. The “Recycling and Solid Waste
Management Plan” features should be identified on the Building Plans.
II. The following on-going conditions shall apply to the project site as long as it relies on
this approval:
33. The site shall be developed and maintained in accordance with the approved plans, which
include Site Plans, Floor Plans, and Elevation Plans on file in the Planning Division, the
Conditions contained herein, and CVMC Title 19.
34. The Applicant shall install all landscaping and hardscape improvements in accordance
with the approved Landscape Plan.
35. Approval of the Design Review Permit shall not waive compliance with any sections of
CVMC Title 19, nor any other applicable laws and regulations in effect at the time of
Building Permit issuance.
36. The Property Owner and Applicant shall and do agree to indemnify, protect, defend and
hold harmless City, its City Council members, Planning Commission members, officers,
employees and representatives, from and against any and all liabilities, losses, damages,
demands, claims and costs, including court costs and attorney’s fees (collectively,
liabilities) incurred by the City arising, directly or indirectly, from (a) City’s approval and
issuance of this Design Review Permit; (b) the City’s determination on any Project
environmental review and (c) City’s approval or issuance of any other permit or action,
whether discretionary or non-discretionary, in connection with the use contemplated on
the Project Site. The Property Owner and Applicant shall acknowledge their agreement
to this provision by executing a copy of this Design Review Permit where indicated
below. The Property Owner’s and Applicant’s compliance with this provision shall be
binding on any and all of the Property Owner’s and Applicant’s successors and assigns.
37. This Design Review Permit shall become void and ineffective if not utilized within three
years from the effective date thereof, in accordance with CVMC Section 19.14.600
2021-10-27 PC Agenda Page 200 of 207
Planning Commission Resolution DR20-0019
October 27, 2021
Page 8
III. GOVERNMENT CODE SECTION 66020(d)(1) NOTICE
Pursuant to Government Code Section 66020(d) (1), NOTICE IS HEREBY GIVEN
that the 90 day period to protest the imposition of any impact fee, dedication,
reservation, or other exaction described in this resolution begins on the effective date
of this resolution and any such protest must be in a manner that complies with
Government Code Section 66020(a) and failure to timely follow this procedure will
bar any subsequent legal action to attack, review, set aside, void or annul imposition.
The right to protest the fees, dedications, reservations, or other exactions does not
apply to planning, zoning, grading, or other similar application processing fees or
service fees in connection with this project; and it does not apply to any fees,
dedication, reservations, or other exactions which have been given notice similar to
this, nor does it revive challenges to any fees for which the statute of limitations has
previously expired.
IV. EXECUTION OF RESOLUTION OF APPROVAL
The Property Owner and Applicant shall execute this document signing on the lines
provided below, indicating that the Property Owner and Applicant have each read,
understood and agreed to the conditions contained herein, and will implement same.
Upon execution, this document shall be signed and returned to the City’s Development
Services Department.
________________________________ _______________________
Signature of Property Owner Date
________________________________
Printed Name of Property Owner
________________________________ _______________________
Signature of Applicant Date
________________________________
Printed Name of Applicant
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Planning Commission Resolution DR20-0019
October 27, 2021
Page 9
V. CONSEQUENCE OF FAILURE OF CONDITIONS
If any of the foregoing conditions fail to occur, or if they are, by their terms, to be
implemented and maintained over time, if any of such conditions fail to be so implemented
and maintained according to their terms, the City shall have the right to revoke or modify
all approvals herein granted, deny, or further condition issuance of all future building
permits, deny, revoke, or further condition all certificates of occupancy issued under the
authority of approvals herein granted, institute and prosecute litigation to compel their
compliance with said conditions or seek damages for their violation. Failure to satisfy the
conditions of this permit may also result in the imposition of civil or criminal penalties.
VI. INVALIDITY; AUTOMATIC REVOCATION
It is the intention of the Planning Commission that its adoption of this Resolution is
dependent upon the enforceability of each and every term, provision and condition herein
stated; and that in the event that any one or more terms, provisions or conditions are
determined by a Court of competent jurisdiction to be invalid, illegal or unenforceable, this
resolution and the permit shall be deemed to be automatically revoked and of no further
force and effect.
PASSED AND APPROVED BY THE PLANNING COMMISSION OF THE CITY OF
CHULA VISTA, CALIFORNIA, this _____day of ____________ _______, by the
following vote, to-wit:
AYES:
NOES:
ABSENT:
ABSTAIN:
___________________________
Max Zaker, Chair
ATTEST:
_______________________
Patricia Salvacion, Secretary
Presented by: Approved as to form by:
_________________________ _____________________
Tiffany Allen Glen R. Googins
Director of Development Services City Attorney
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1
SPECIAL MEETING OF THE PLANNING COMMISSION
Meeting Minutes
July 28, 2021, 6:00 p.m.
Civic Center Branch Library
Conference Room
365 F St, Chula Vista
Present: Commissioner Burroughs, Commissioner Milburn,
Commissioner Nava, Commissioner Torres, Chair Zaker,
Commissioner Gutierrez
Absent: Vice Chair De La Rosa
Also Present: Director Development Services Allen, Secretary Salvacion
Others Present Glen Googins, City Attorney, Laura Black, Development
Services Assistant Director, Stacey Kurz, Senior Project
Coordinator
_____________________________________________________________________
1. CALL TO ORDER
A special meeting of the Planning Commission of the City of Chula Vista was
called to order at 6:00 p.m. at the Chula Vista Public Library, Civic Center
Branch, Library Auditorium.
2. ROLL CALL
Secretary Salvacion called the roll. Commissioner De La Rosa requested an
excused absence.
3. PLEDGE OF ALLEGIANCE TO THE FLAG AND MOMENT OF SILENCE
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2
Commissioner Gutierrez led the Pledge of Allegiance.
4. PUBLIC COMMENTS
None.
5. PUBLIC HEARINGS
Notice of the hearing was given in accordance with legal requirements , and the
hearing was held on the date and no earlier than specified in the notice.
5.1 PROPOSED AMENDMENTS TO THE CHULA VISTA GENERAL PLAN,
THE SUNBOW II GENERAL DEVELOPMENT PLAN, AND THE
SUNBOW II SECTIONAL PLANNING AREA PLAN
Five public comments were received in opposition of the item:
Theresa Acerro
Michael McCabe
Neal Silvia
Barbara Bacho-Taylor
Carlos Tarantino
Two members of the public spoke at the meeting in opposition of the item:
Bracken Ellis
Joanne Springer
Moved by Torres
Seconded by Gabe Gutierrez, Chair
To deny the proposed amendments to the City's General Plan, the
Sunbow II General Development Plan, and the Sunbow II Sectional
Planning Area Plan to rezone a vacant 135.7 acre parcel from industrial to
residential use, resulting in 718 new residential units within the Sunbow II
Phase 3 planned community (the "Project").
Yes (6): Burroughs, Milburn, Nava, Torres, Zaker, and Gabe Gutierrez,
Chair
Carried (6 to 0)
6. ACTION ITEMS
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6.1 APPROVAL OF MEETING MINUTES
Moved by Gabe Gutierrez, Chair
Seconded by Burroughs
Approve the minutes of July 14, 2021.
Yes (6): Burroughs, Milburn, Nava, Torres, Zaker, and Gabe Gutierrez,
Chair
Carried (6 to 0)
6.2 WRITTEN COMMUNICATIONS
Moved by Gabe Gutierrez, Chair
Seconded by Milburn
Commission excuse the absence of Commissioner Nava for the meeting
of July 14, 2021.
Yes (6): Burroughs, Milburn, Nava, Torres, Zaker, and Gabe Gutierrez,
Chair
Carried (6 to 0)
OTHER BUSINESS
7. STAFF COMMENTS
Development Services Director, Tiffany Allen, mentioned that a revised version of
the Annual Activities Report was distributed to the commission which included
status updates of the projects mentioned.
8. CHAIR'S COMMENTS
The Commission accepted the Annual Activities Report.
9. COMMISSIONERS' COMMENTS
The Commission expressed additional time to review to make informed decisions
on projects such as those involving changes in the General Plan.
10. ADJOURNMENT
The meeting was adjourned at 8:07 p.m.
Minutes prepared by: Patricia Salvacion, Planning Commission Secretary
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_________________________
Patricia Salvacion, Secretary
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