El Cajon City Council
December 13, 2022

CITY COUNCIL

HOUSING AUTHORITY AND

SUCCESSOR AGENCY TO THE EL CAJON

REDEVELOPMENT AGENCY
Council Chamber
200 Civic Center Way
El Cajon, CA 92020
Agenda
DECEMBER 13, 2022, 7:00 p.m.

Bill Wells, Mayor Graham Mitchell, City Manager
Michelle Metschel, Deputy Mayor Vince DiMaggio, Assistant City Manager Steve Goble, Councilmember Morgan Foley, City Attorney
Gary Kendrick, Councilmember Angela Cortez, City Clerk
Phil Ortiz, Councilmember
CALL TO ORDER: Mayor Bill Wells
ROLL CALL: City Clerk Angela Cortez

PLEDGE OF ALLEGIANCE TO THE FLAG AND MOMENT OF SILENCE
AGENDA CHANGES:

PUBLIC COMMENT:

At this time, any person may address a matter within the jurisdiction of the City Council/Housing Authority/Successor Agency to the El Cajon Redevelopment Agency that is not on the Agenda. Comments relating to items on today’s docket are to be taken at the time the item is heard. State law prohibits discussion or action on items not on the Agenda; however, Council, Authority and Agency Members may briefly respond to statements or questions. An item may be placed on a future Agenda. 1be Valley of Opportunity
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PUBLIC HEARINGS:

100. Specific Plan (SP) No. 2022-0001, an Amendment to Specific Plan No. 452

RECOMMENDATION:

That the City Council:

Opens the public hearing and receives testimony;1.

Closes the public hearing;2.

Moves to adopt the next Resolution, in order, APPROVING the CEQA Determination; and

3. Moves to introduce the next Ordinance, in order, APPROVING Specific Plan No. SP-2022-0001, an Amendment to Specific Plan No. 452.

4. 101. Neighborhood Healthcare Expansion Project

RECOMMENDATION:

That the City Council:

Opens the public hearing and receives testimony;1.

Closes the public hearing;2.

Moves to adopt the next Resolution, in order, APPROVING the Negative Declaration;

3. Moves to adopt the next Resolution, in order, APPROVING General Plan Amendment No. 2021-0002; and

4. Moves to introduce the next Ordinance, in order, APPROVING Zone Reclassification No. 2021-0001.

5. 102. Greenfield Drive & E. Main Street Specific Plan

RECOMMENDATION:

That the City Council:

Opens the Public Hearing and receives testimony;1.

Closes the Public Hearing;2.

Moves to adopt the next Resolution, in order, APPROVING the California Environmental Quality Act exemption; and

3. Moves to introduce the next Ordinance, in order, APPROVING the repeal of Specific Plan 138 and adoption of Specific Plan No. 2022-0004.

4. ADJOURNMENT: The Adjourned Regular Joint Meeting of the El Cajon City Council/ El Cajon Housing Authority/Successor Agency to the El Cajon Redevelopment Agency held this 13th day of December 2022, is adjourned to Tuesday, January 10, 2023, at 3:00 p.m.

City Council
Agenda Report
Agenda Item 100.

DATE: 12/13/2022
TO: Honorable Mayor and City Councilmembers
FROM: Michael Viglione, Senior Planner
SUBJECT: Specific Plan (SP) No. 2022-0001, an Amendment to Specific Plan No. 452 RECOMMENDATION:

That the City Council:

Opens the public hearing and receives testimony;1.

Closes the public hearing;2.

Moves to adopt the next Resolution, in order, APPROVING the CEQA Determination; and3.

Moves to introduce the next Ordinance, in order, APPROVING Specific Plan No.

SP-2022-0001, an Amendment to Specific Plan No. 452.

4. PROJECT DESCRIPTION:

This project proposes an amendment to Specific Plan No. 452 to authorize a 36,989 square foot automobile dealership, inclusive of all typical uses, at a site previously developed with a recreational facility (Boomers Amusement Center). The project includes reuse of access and parking improvements and proposes to redevelop the portions of the site occupied by recreational facility structures. The proposed dealership is Hyundai, which is currently located at 1385 East Main Street. If approved, the dealership will relocate to the proposed site.

BACKGROUND:

General Plan: Regional Commercial (RC)
Specific Plan: No. 452
Zone: C-R (Regional Commercial)
Conditional Use Permit: No. 1538, No. 1557
Applicant: JKC Graves, LLC;
Project Site & Constraints
The approximately 4.6 acre project site consists of seven (7) assessor parcel numbers located at the southeast corner of Hart Drive and Graves Avenue. The site is just east of State Route 67 and is situated along the boundary of the City of El Cajon and the County of San Diego at Hart Drive. The site is approximately three quarters of a mile to the southeast of Gillespie Field and is within Safety Zone 6 of the Airport Land Use Compatibility Plan. The site is also identified as being within the 100-year flood plain in the Flood Insurance Rate Map produced by the Federal Emergency Management Agency.

The site was previously developed as a recreational facility pursuant to the approved Specific Plan No. 452 and Conditional Use Permit No. 1538 and the recreational facility improvements have been demolished. The project scope involves redevelopment of the portions of the site previously occupied by the former recreational facility buildings with new access improvements and auto dealership facilities.

Surrounding Context
The properties surrounding the project site are developed and zoned as follows:

Direction Zones Land Uses
North Residential – Urban (County) Multi-family Residential South C-R Regional Commercial
East PRD-Low-Med Single Family Residential
West Not Applicable Transportation (Graves, SR 67, N Magnolia) General Plan
The project site is designated Regional Commercial (RC) on the General Plan Land Use Map.

The RC land use designation is intended for large shopping centers but may also include other major uses. The RC designation recognizes that such uses are very important for sales tax generation and indicates that they should be closely linked to transportation and transit facilities.

The RC designation is consistent with the C-R zone as shown in the Zoning Consistency Chart.

Municipal Code/Zoning Code
The subject site is zoned C-R, which provides for community and regional scale commercial centers that typically serve large areas of the city and surrounding community. The Zoning Code includes regulations for the preparation of a specific plan in particular portions of the City where circumstances require a more detailed framework of development than required by the General Plan, and more detailed standards than the general provisions of the Zoning Code. A specific plan effectively establishes a link between implementing policies of the General Plan and the individual development proposals in a defined area. Circumstances that may warrant a specific plan include the size and shape of the property, relation to surroundings, and unusual conditions pertaining to the property requiring special consideration for access, utilities, or fire protection. Zoning Code section 17.125.060 further prohibits the construction of any buildings or structures across property lines unless approved as a part of a specific plan.

Specific Plan
The site is governed by Specific Plan No. 452, which was approved by City Council Ordinance No. 4387 on January 19, 1993. This Specific Plan primarily consolidates the separate parcels for purposes of the zoning code to provide a single unit for development purposes and increases the height limit of the subject property to 41 feet. The Specific Plan, however, also includes language limiting permissible land use to a recreational facility as shown in the architectural drawing, unless further environmental analysis is conducted.

DISCUSSION
Land Use
Amendment to existing Specific Plan No. 452 is an appropriate process for the proposed redevelopment of the site for an automobile dealership. As previously noted, the site remains composed of separate parcels and therefore use of the Specific Plan is mandated by the Zoning Code to treat them as a single unit for development. Moreover, the Specific Plan’s directive to require additional environmental analysis of another land use was met through the standard assessment of the project pursuant to the California Environmental Quality Act (CEQA).

An automobile dealership aligns with the intent of the regional commercial General Plan Land Use and Zoning designations as it establishes a locally important, community-scale commercial use in close proximity to State Route 67. General Plan Goal 9, along with its objectives and policies, also encourage the cultivation and retention of a strong, competitive region-wide commercial base. In fact, Policy 9-3.4 states that the “City shall assist in the relocation of expansion of successful local businesses so they may be retained locally” while Policy 9-4.11 indicates that “removal of outdated, nuisance, or incompatible buildings shall be encouraged to...make room for new uses compatible with the General Plan.” Project
The proposed automobile dealership consists of two structures, off-street parking, vehicle display and inventory storage areas, landscaping and other required improvements. The redevelopment proposes reuse of approximately one third of the previous site improvements, including the southerly project access off Graves Avenue, as well as the drive aisles, parking stalls, and landscape that bordered the former recreational facility building to its south and east along property lines.

The primary dealership building situated near the center of the site is 36,989 square feet in area and includes facilities for sales, service, and all back office functions. On the north side of the building are reception and express lube bays that align with a new 30-foot wide commercial driveway which also serves as customer vehicle drop off for next day service appointments. A detached 1,232 square foot carwash building is similarly aligned with the service bays approximately halfway between the building and the easterly property line. A fire lane, beginning at the existing 40-foot wide driveway opening to the south, circumnavigates the proposed structures and provides access to 136 off-street parking stalls and the trash enclosure.

Design and Structure
Development projects are typically evaluated for conformance with the Architectural Guidelines in ECMC Chapter 17.180. These guidelines outline basic design principles to improve the appearance of buildings in the community, using quality and compatibility with surroundings as primary considerations. These guidelines also provide specific guidance related to: height, bulk, and mass; design creativity; visual interest; continuation of design; rooftop equipment screening; variation of wall plans; entry features; and proportionality. While a specific plan may propose project specific design requirements, the proposed project is consistent with ECMC Chapter 17.180.

The commercial building is contemporary in design and includes extensive glazing facing The commercial building is contemporary in design and includes extensive glazing facing Graves Avenue from the showroom and includes Hyundai brand patterned bronze metal paneling along the parapet. The building exterior is otherwise finished with an exterior cladding system similar in appearance to stucco, and features a coordinated bronze accent band around the base of the building. Though largely rectangular, attached service reception and express lube bays break up the building mass while repeated horizontal aluminum “reveals” are intentionally rhythmic.

The proposed structure, as stated in the preceding constraints section, is also within the 100-year flood plain and Safety Zone 6 of the Airport Land Use Compatibility Plan. Conditions of approval are incorporated into the Specific Plan that require compliance with ECMC Chapter

15.14 Flood Damage Prevention provisions and the Airport Land Use Commission (ALUC) Consistency Determination to ensure safety for occupants and compatibility with adjacent uses.

Chapter 15.14 will require that structures are appropriately flood proofed or elevated at least one foot above flood elevations, while the ALUC Consistency Determination requires confirmation from the Federal Aviation Administration, or an appropriately licensed professional, that the project is not a hazard to air navigation.

Development Standards
Typically, new projects would adhere to the development standards in the underlying zone.

However, this project proposes an automobile dealership by specific plan and may therefore propose different development standards than would normally be required by the Zoning Code.

Consequently, existing permitted conditions would also be considered to be consistent with the existing provisions of Specific Plan No. 452.

Development
Standard
C-R Regulations Amended Specific Plan
Building Setbacks 10 ft. exterior, 10 ft. from residential Min. 60 ft. exterior, 168 ft. side, 174 ft. rear
Building Height 35 feet 28 feet
Lot Coverage No Requirement 15%
Parking Determined through discretionary
review
136 Stalls
Required Landscape Exterior yards areas; 10 sf per
required stall
Exterior yard along Graves Ave.;
31 sf per required stall
Trash Enclosure Min. 16 ft. by 5 ft. required 19.25 ft. by 5.75 ft. proposed Fences/Walls/Gates 6 feet in height outside exterior
setbacks; Gates permitted

8.5 feet max within required
setbacks
Lighting
ECMC section 17.130.150 requires that adequate lighting be provided to ensure pedestrian and vehicular safety but prohibits the creation of nuisance conditions on adjacent properties. Lights must be of an appropriate size and intensity and must be directed downward and hooded to prevent casting glare upon adjacent properties. While lighting is shown in the Specific Plan exhibits, conditions included therein require the submittal of a lighting plan prior to building permit issuance that clearly indicates the final location of all onsite lighting and details that demonstrate how the lights are shielded to ensure nuisance conditions do not arise on adjacent properties.

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Fencing
The existing concrete masonry wall bordering the site along Hart Drive, the easterly property line, and the southerly property line is proposed to be preserved with the project. The wall was permitted with the recreational facility and measures up to 8.5 feet from lower adjacent grades along Hart Drive at the tallest portion. There is also a chain link fence atop the Hart Drive portion, approximately 5 feet in height. Lastly, it should also be noted that the Specific Plan authorized this wall to encroach into C-R zone exterior yards at heights exceeding 42”, consistent with its existing condition.

Despite these heights, the wall ranges between four (4) and six (6) feet as measured on the property and consequently may fail to provide effective screening of the commercial land use from adjacent residences. The applicant proposes a five (5) foot high chain link fence with slats, similar to the existing condition, to ensure that privacy is maintained. A condition of approval is included in the Specific Plan limiting this chain link fence extension to the portions along Hart Drive and requiring that the landscape areas along the easterly and southerly property lines to be refurbished consistent with Landscape Ordinance requirements to include screening landscaping where appropriate.

Signage
The applicant’s proposal includes wall signs, a “brand” sign, and a “future sign, under separate permit”, which is understood to be a pole sign. Proposed signage in the City is generally regulated by the Sign Ordinance in ECMC Chapter 17.190. In accordance with the Sign Ordinance, the subject property would be eligible for wall signs with a cumulative area not to exceed four (4) square feet of building face and up to two (2) freestanding signs.

The subject property is within 660 feet of State Route 67 and is larger than two acres and would thus be eligible for a freeway oriented sign. Signs in such instances may be permitted administratively up to 65 feet in height with a sign area equal to two square feet per linear foot of frontage.

The proposed “brand sign” is a monument sign, which is limited to 48 square feet with a maximum height of eight (8) feet. The proposed brand sign does not comply with these size limitations but, if constructed as a pole sign, would be subject to more permissive standards.

However, a condition of approval is proposed to require a proposed pole sign in excess of 15 feet to demonstrate that it will not cast shadows on adjacent residential properties. Freestanding signs will also be prohibited along Hart Drive.

Noise
A noise analysis was prepared by Roma Environmental, an acoustical consultant, to assess the project's potential noise impacts. This report finds that construction impacts would be less than significant without mitigation during the day and that the existing performance standards in ECMC section 17.115.130(C) would preclude the operation of construction equipment during noise sensitive hours from 7 p.m. to 7 a.m. The report similarly finds that automobile dealership operations would be within the 60 decibel limit at property lines and that no impact would occur.

However, to ensure compliance with the Zoning Code, a condition of approval is proposed that limits car wash use between 7 a.m. and 7 p.m.

Transportation/Parking
Transportation/Parking
Engineering staff reviewed the proposed project, as well as the traffic analysis prepared by Darnell and Associates, and concluded that the adjacent circulation system, which includes Graves Avenue, Hart Drive, Broadway, and State Route 67, would operate safely with required improvements. Among the conditions incorporated into the Specific Plan are requirements to:

Reconstruct the curb and pedestrian ramp at the southeast corner of Graves Avenue and Hart Drive to provide for ADA-compliant access
Install a bus bench at the MTS Route 833 Northbound stop at the same corner Provide minimum 24-foot-wide City Standard commercial driveways Extend the Graves Ave. two-way left-turn lane to Hart Drive Extend the northbound bicycle lane along the project frontage to Hart Drive The proposed project would add 867 average daily trips to adjacent roadways (primarily Graves and Broadway), including 68 a.m. and 80 p.m. peak hour trips. A negligible number of trips would be added to Hart Drive. The Governor’s Office of Planning and Research Technical Advisory on Evaluating Transportation Impacts in CEQA, states that retail stores less than 50,000 square feet in area may be considered locally serving. Furthermore, the adjacent roadway capacity is more than sufficient to serve the added trips. However, since Hart Drive is a local residential street, a condition prohibiting the proposed dealership from conducting commercial activities on Hart Drive is included in the Specific Plan.

The subject project will be required to provide sufficient parking onsite for all employees, customers, vehicles awaiting service, vehicle display, and inventory. The Site Plan currently includes 136 off-street parking spaces based on application of the general retail commercial use rate and the outdoor sales display rate identified in ECMC section 17.185.190 for the structures and identified display areas respectively. That said, the dealership operator would be obliged to adjust their operations as necessary to accommodate additional parking.

PLANNING COMMISSION RECOMMENDATION:

On November 1, 2022, the Planning Commission held a duly noticed public hearing about the proposed amendment to Specific Plan No. 452. There were three public speakers consisting of two applicant representatives and another unaffiliated individual urging Planning Commission approval. With two (2) Planning Commissioners absent, the Planning Commission voted 3-0 to recommend City Council approval of the amendment to Specific Plan No. 452 and accompanying CEQA determination.

FINDINGS:

The following findings must be made to approve a specific plan.

A. The proposed specific plan serves the public interest.

The proposed project will redevelop an existing underutilized site adjacent to the City’s regional commercial district whereby expanding opportunities for local job creation and synergistic compatibility with surrounding community-scale commercial uses. Furthermore, it will construct a modern facility that will add economic and visual quality to the City’s tax base and built environment. Moreover, the specific plan includes development standards and ongoing conditions attached as Exhibit A to ensure a compatible neighborhood operation with the existing and planned land uses in the vicinity.

B. The proposed specific plan will systematically implement the City's General Plan. •
• • • •
B. The proposed specific plan will systematically implement the City's General Plan.

The project focuses on a particular portion of the City where special circumstances require a more detailed framework for development than required by the General Plan, and more detailed standards than the general provisions of the Zoning Code. It effectively establishes a link between implementing policies of the General Plan and the individual development proposals in a defined area. A specific plan remains an appropriate entitlement for the subject properties given that the Zoning Code, which implements the General Plan, explicitly requires a Specific Plan to construct across property lines. Moreover, the proposed amendment is consistent with General Plan Goal 9, which encourages the creation and retention of a strong, competitive region-wide commercial base, as well as specific implementing Policies 9-3.4 and 9-4.11.

CALIFORNIA ENVIRONMENTAL QUALITY ACT:

The proposed project is exempt from the California Environmental Quality Act ("CEQA") pursuant to section 15332 (In-fill Development Projects). The following measuring criteria for a Class 32 exemption apply: the project is consistent with the General Plan designation; the proposal is within the city limits on a site less than five acres, surrounded by substantially urban uses; the project site has no value as natural habitat; approval would not result in significant effects related to traffic, noise, air, or water quality; and, the site can be adequately served by required utilities. Therefore, section 15332 is an appropriate exemption for this project.

PUBLIC NOTICE & INPUT:

Notice of this public hearing was mailed on October 21, 2022, to all property owners within 300 feet of the project site and to anyone who requested such notice in writing, and was similarly published in The Daily Transcript the same day in compliance with Government Code sections 65090, 65091, and 65092, as applicable. Additionally, as a public service, the notice was posted in the kiosk at City Hall and was also mailed to the two public libraries in the City of El Cajon, located at 201 East Douglas Avenue and 576 Garfield Avenue.

City staff did not receive any comments in response to the Notice of Public Hearing prior to preparation of this report. Comments received after publication will be presented to the City Council at the hearing.

RECOMMENDATION:

Staff recommends City Council approve Specific Plan No. 2022-0001, an amendment to Specific Plan No. 452, and the accompanying CEQA determination for an automobile dealership. The project will redevelop an existing commercial site consistent with the General Plan regional commercial purpose and intent of expanding opportunities for local job creation and synergize with surrounding dealerships while adding economic and visual quality to the City’s tax base and built environment.

Prepared By: Michael Viglione, Senior Planner
Reviewed By: Anthony Shute, Director of Community Development Approved By: Graham Mitchell, City Manager
Attachments
Resolution
Specific Plan Ordinance and Exhibit A
Planning Commission Resolution 11081
Planning Commission Resolution 11081
Planning Commission Resolution 11082
Site Aerial
Application and Disclosure Statement
Traffic Study
Noise Study
Public Hearing Notice/Location Map

RESOLUTION NO. ___-22

A RESOLUTION APPROVING CALIFORNIA ENVIRONMENTAL
QUALITY ACT (CEQA) CATEGORICAL EXEMPTION 15332 (IN-FILL DEVELOPMENT) FOR SPECIFIC PLAN NO. 2022-0001, AN
AMENDMENT TO SPECIFIC PLAN NO. 452, FOR AN AUTOMOBILE
DEALERSHIP AT 1155 GRAVES AVENUE IN THE REGIONAL

COMMERCIAL (RC) GENERAL PLAN DESIGNATION AND THE C-R
(REGIONAL COMMERCIAL) ZONE; ASSESSOR PARCEL NUMBERS
(APNS) 483-090-15-00; 483-090-16-00; 483-090-24-00; 483-090-25-00; 483-090-26-00; 483-090-42-00; AND 483-090-41-00.

WHEREAS, the El Cajon Planning Commission (“Planning Commission”) held a duly advertised public hearing on November 1, 2022, to consider Specific Plan No. 2022- 0001, an amendment to Specific Plan No. 452, for the future development of an automobile dealership at the southeast corner of Graves Avenue and Hart Drive; and

WHEREAS, in accordance with California Environmental Quality Act ("CEQA") Guidelines section 15061(b)(2), the Planning Commission reviewed and considered the information contained in the project staff report; and

WHEREAS, the proposed project is exempt from CEQA under section 15332 (In- fill Development Projects) of CEQA Guidelines, which allows for in- fill development in urbanized areas, because the conditions for exemption are satisfied as set forth herein; and

WHEREAS, no evidence was presented in proceedings that any of the conditions exist to provide exceptions to categorical exemptions as described in CEQA Guidelines Section 15300.2; and

WHEREAS, after considering evidence and facts, the P lanning Commission did consider the proposed CEQA Categorical Exemption, section 15532 as presented at its meeting and adopted Resolution No. 11081 recommending that the City Council approves CEQA Categorical Exemption, section 15532.

NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF EL CAJON AS FOLLOWS:

Section 1. That the foregoing recitals are true and correct, and are findings of fact of the City Council in regard to the proposed exemption for the automobile dealership.

Section 2. That the City Council hereby further finds that the exemptions required to approve CEQA Guidelines section 153332 are hereby met as follows:

(a) The project site is designated Regional Commercial on the General Plan Land Use Map which is intended for large shopping centers but may also include other major uses important for sales tax generation. The proposed

amendment is further consistent with General Plan Goal 9, along with its objectives and policies, which encourage the creation and retention of a strong, competitive region-wide commercial base as well as s pecific General Plan Policies 9-3.4 and Policy 9-4.11. The Zoning Code further requires a Specific Plan for construction of any buildings or structures across property lines and therefore the Specific Plan remains appropriate for the site.
(b) The project site is located within city limits, has a usable site area of less than five acres, and is surrounded by urban uses, including multiple- family residences, single- family residences, shopping centers, and transportation land uses.
(c) The subject site was previously developed with a recreational facility and remains in a disturbed condition from this historical use. There are no extant habitats on site for use by endangered, rare, or threatened species. (d) The proposed amendment would result in an additional 867 average daily trips on adjacent roadways. Pursuant to the Institute of Transportation Engineer Guidelines for Transportation Impact Studies in the San Diego Region, used by the City of El Cajon to assess traffic related impacts, projects which are consistent with the General Plan and generate fewer than 1,000 trips are presumed to have less than a significant impact. Similarly the Governor’s Office of Planning and Research Technical Advisory on Evaluating Transportation Impacts in CEQA, states that retail stores l ess than 50,000 square feet in area may be considered locally serving. All land uses are subject to El Cajon Municipal Code (ECMC) Chapter 17.115 performance standards for noise and air quality and therefore related impacts are avoided through their applic ation to project design and land use operations. Similarly, the proposed project is a Priority Development Project under ECMC Chapter 16.60 and will thus be required to comply with Standard Urban Storm Water Mitigation Plan requirements and all applicable storm water regulations of the aforementioned chapter.
(e) All required utilities and public services are already extended to the subject site by virtue of its recent, previous use as a recreational facility and are expected to adequately serve the project. Fu rthermore, the proposed project will not result in any specific or general exceptions to the use of the categorical exemption as detailed under State CEQA Guidelines section 15300.2 which might otherwise preclude use of the exemption. Cumulative effects fr om successive projects are unlikely to occur given that the project proposes a use anticipated under the General Plan and its accompanying environmental analysis. The project does not involve any other unusual circumstances that could potentially have a significant effect on the environment. No impacts to scenic highways will occur as Interstate 8 is not designated as a CalTrans scenic highway. The project site is not a hazardous waste site nor is it identified in any list compiled pursuant to Government Code section 65962.5, such as the Department of Toxic Substances Control EnviroStor database or the State Water Resources Control Board GeoTracker tool. Historic resources will not be impacted as the project site is not included in the City of El Cajon Hist oric Preservation Inventory and occurs on

disturbed property.

Section 3. That based upon said findings of fact, the El Cajon City Council hereby approves the proposed categorical exemption (CEQA Guidelines section 15332 ) for the automobile dealership under Specific Plan No. 2022- 0001, an amendment to Specific Plan No. 452.

ORDINANCE NO. _____

AN ORDINANCE AMENDING SPECIFIC PLAN NO. 452 TO
AUTHORIZE AN AUTOMOBILE DEALERSHIP AT 1155 GRAVES

AVENUE IN THE REGIONAL COMMERCIAL (RC) GENERAL PLAN
DESIGNATION AND THE C-R (REGIONAL COMMERCIAL) ZONE;
ASSESSOR PARCEL NUMBERS (APNS) 483-090-15-00; 483-090-16-00; 483-090-24-00; 483-090-25-00; 483-090-26-00; 483-090-42-00; AND 483- 090-41-00.

WHEREAS, the El Cajon Planning Commission (“Planning Commission”) held a duly advertised public hearing on November 1, 2022, to consider Specific Plan No. 2022- 0001, an amendment to Specific Plan No. 452, for the future development of an automobile dealership at the southeast corner of Graves Avenue and Hart Drive; and

WHEREAS, in accordance with California Environmental Quality Act ( CEQA) Guidelines section 15061(b)(2), and prior to making a recommendation to the City Council, the Planning Commission reviewed and considered the information contained in the project staff report, and then adopted Resolution No . 11081 recommending City Council approva l of the proposed CEQA Categorical Exemption pursuant to section 15332 (In-fill Development Projects); and

WHEREAS, the Planning Commission adopted Resolution No. 11082 recommending City Council approval of SP-2022-0001; and

WHEREAS, the City Council held a duly advertised public hearing on December 13, 20 22, to consider the Amendment to Specific Plan (SP) No. 452, for the future development of an automobile dealership at the southeast corner of Graves Avenue and Hart Drive; and

WHEREAS, the El Cajo n City Council reviewed and considered the proposed CEQA Exemption, and adopted Resolution No. -22; and

WHEREAS, at the public hearing the City Council received evidence through public testimony and comment, in the form of both verbal and written co mmunications and reports prepared and presented to the City Council including (but not limited to) evidence such as the following:

A. The proposed project will redevelop an existing underutilized site located adjacent to the City’s regional commercial district whereby expanding opportunities for local job creation and synergistic compatibility with surrounding community scale commercial uses. Furthermore, it will construct a modern facility that will add economic and visual quality to the City’s tax base and built environment. Moreover, the specific plan includes development standards and ongoing conditions attached

as Exhibit A to ensure a compatible neighborhood operation with the existing and planned land uses in the vicinity.

B. The project focuses on a particular portion of the City where special circumstances require a more detailed framework of development than the General Plan, and more detailed standards than the general provisions of the Zoning Code. It effectively establishes a link between implementing policies of the General Plan and the individual development proposals in a defined area. A specific plan remains an appropriate entitlement for the subject properties given that the Zoning Code, which implements the General Plan, explicitly requires a Specific Plan to construct across property lines. Moreover, the proposed amendment is consistent with General Plan Goal 9, which encourages the creation and retention of a strong, competitive region -wide commercial base, as well as specific implementing Policies 9-3.4 and 9-4.11.

WHEREAS, after considering such evidence and facts, the City Council did consider the Amendments to Specific Plan No. 452 as presented at its meeting.

NOW THEREFORE, THE CITY COUNCIL OF THE CITY OF EL CAJON DOES ORDAIN AS FOLLOWS:

SECTION 1. That the foregoing recitals are true and correct, and are findings of fact of the City Council in regard to this Amendment to Specific Plan No. 452.

SECTION 2. That based upon said findings of fact, the City Council approves Amendment to Specific Plan No. 452, in accordance with the attached Exhibit "A," incorporated herein by reference as if fully set forth.

AMENDED SPECIFIC PLAN NO. 452

Section 1. Purpose and Intent
The goal of Specific Plan No. 452, as amended herein, is to program land uses, development standards, amendment procedures, and compatibility performance measures. This Specific Plan implements General Plan policies that require sound design standards while encouraging the creation and retention of a strong, competitive region wide commercial base consistent with General Plan Goal 9.

Section 2. Specific Plan Area
The Spec ific Plan governs the project site located at the southeast corner of Graves Avenue and Hart Drive addressed as 1155 Graves and includes Assessor Parcel Numbers 483-090-15-00; 483-090-16-00; 483-090-24-00; 483-090-25-00; 483-090-26-00; 483-090-42-00; and 483-090-41-00. It consists of approximately 4.6 acres according to the Specific Plan Architectural Drawings attached hereto and marked Exhibit A.1.

Section 3. Authority and Scope
This Specific Plan is established by the El Cajon City Council in accordance with Chapter

17.70 of the El Cajon Municipal Code ("ECMC"), which establishes Specific Plans as an authorized mechanism for regulating land use and development in the City; and as enabled by the State of California Government Code Title 7, Division 1, Chapter 3, Article 8, Sections 65450 through 65457.

This Specific Plan implements the broad policies established in The City of El Cajon General Plan to guide growth and change in El Cajon, and is consistent with the General Plan. The planning permit process, development and design standards , and permitted uses contained within this Specific Plan replaces all previous land use s and development regulations contained within the ECMC for an automobile dealership on the subject site.

Section 4. California Environmental Quality Act (CEQA)
The proposed project is exempt from the California Environmental Quality Act ("CEQA") pursuant to section 15332 (In-fill Development Projects). The following measuring criteria for a Class 32 exemption apply: the project is consistent with the General Plan designation; the proposal is within the city limits on a site less than five acres, surrounded by substantially urban uses; the project site has no value as natural ha bitat; approval would not result in significant effects related to traffic, noise, air, or water quality; and, the site can be adequately served by required utilities. Therefore, section 15332 is an appropriate exemption for this project.

Amended Specific Plan No. 452
City Council Ordinance No.

1 Section 5. Amendments to this Specific Plan
Specific plan amendments shall be made through the provisions found in the ECMC; specifically, Chapters 17.57, 17.63 and 17.70. The City Council may at any time, after holding a properly noticed public hearing, at which time the applicant may appear and object under applicable law to any potential repeal or modification of the conditions of approval, and after considering testimony as to the operation of the approved uses, repeal this specific plan, or modify the plan with additional conditions as it deems necessary to ensure that the approved uses continue to be compatible with surrounding properties and continue to be operated in a manner that is in the best interest of public convenience and necessity and will not be contrary to the public health, safety or welfare.

Section 6. Appeal
Any decision by the Director of Community Development, or designee, may be appealed to the Planning Commission, upon receipt of a written request for a hearing, in accordance with the provisions of ECMC Chapter 17.30. The Director of Community Development, or designee shall schedule any appeal for the next available Planning Commission meeting based on notice times and agenda availability.

Section 7. Severability
If any section, subsection, sentence, clause or phrase of this ordinance is for any reason held to be invalid, such decision shall not affect the validity of the remaining portions of this ordinance. The City Council hereby declares that it would have adopted the Specific Plan and each section, subsection, sentence, clause or phrase thereof, irrespective of the fact that any one or more of the sections, subsections, sentences, clauses, or phrases may be declared invalid.

Section 8. Permitted Uses

8.1 Auto Dealership
a) Vehicle sales
b) Outdoor vehicle display
c) Vehicle repair and servicing ( including overnight drop -off for next day appointments but exclusive of auto body and paint)
d) Vehicle testing
e) Part sales
f) Auto detailing and preparation
g) Identification (signage)
h) Special events (e.g. community gatherings, employee appreciation, other promotional activities)

Amended Specific Plan No. 452
City Council Ordinance No.

2 Section 9. Development Standards

9.1 Site Plan
a) The site plan design authorized by this specific plan allows for a multi-story auto dealership, vehicle display and service areas, customer and employee parking, product and supply delivery/pick up areas, landscaping, fencing, walls, and entry gates as generally indicated on the site plan shown in attached Exhibit A.1.
b) Landscape areas along the easterly property line shall include screening landscaping so as to adequately screen the automobile dealership from the residential property to the adjacent east. Additional screening shall not be permitted atop the masonry wall along the easterly and southerly property lines.
c) Bicycle Parking and/or storage with capacity equivalent to 10% of the required off-street parking stalls shall be maintained on site. d) Vehicle Display pads shall not be permitted within 10 feet of the Graves Avenue Right-of-Way unless otherwise permitted in the Zoning Code. e) Improvements, refinements, or modifications to the approved site plan may be approved by minor amendment or substantial conformance review in accordance with ECMC Chapters 17.57 and 17.63 respectively. f) Modifications to the site plan that are not eligible for review and approval under ECMC Chapters 17.57 and 17.63 may be approved by a Site Development Plan Permit in accordance with ECMC Chapter 17.65.

9.2 Elevations, Architecture and Identification
a) The attached building elevations as shown on attached Exhibit A. 1 set the basic design framework for a future automobile dealership. As with all projects, the City Council expects building design to be high quality.

Any modifications to the elevations in this specific plan must be in concert with the City Council vision for the City of El Cajon. b) Rooftop equipment shall be screened from public view by a parapet wall or decorative screen that shall complement the theme of the building. c) Signs authorized in the Regional Commercial zone may be permitted in in accordance with ECMC Chapter 17.190 without a formal amendment of this specific plan provided that any pole sign in excess of 15 feet demonstrate that it will not cast shadows on adjacent residential properties. Freestanding signs shall not be permitted along Hart Drive. d) The design of accessory structures shall be consistent with the primary structure.

Amended Specific Plan No. 452
City Council Ordinance No.

3 g) Improvements, refinements, or modifications to the approved elevations and identification may be approved by minor amendment or substantial conformance review in accordance with ECMC Chapters

17.57 and 17.63 respectively.
h) Modifications to the elevations that are not eligible for review and approval under ECMC Chapters 17.57 and 17.63 may be approved by a Site Development Plan Permit in accordance with ECMC Chapter 17.65.

9.3 Post Dealership Construction, Additions and Exterior Renovations Alterations to completed structures approved pursuant to this Specific Plan shall be eligible for Substantial Conformance Review, Minor Amendment, or formal Amendment in accordance with Planning Division Policies A-17 and A- 18, as amended, on file in the Community Development Department. Proposed exterior improvements shall be subject to architectural guidelines governing regional commercial structures in effect at the time of application

9.4 Circulation and Parking
a) Parking areas, circulation and driveway locations shall be generally developed as shown on the specific plan site plan (Exhibit A.1) and be designed to accommodate all dealership functions . Changes to the circulation design , off -street parking and driveway locations may be approved by Substantial Conformance Review, Minor Amendment, or formal Amendment in accordance with Planning Division Policies A-17 and A -18, as amended, on file in the Community Development Department.
b) The number of parking spaces for the dealership shall be sufficient to accommodate all employees, customers, visitors, deliveries, vehicle display and inventory, and service queuing.
c) Circulation and driveways shall be designed to accommodate vehicle inventory deliveries.

9.5 Lighting
All lighting fixtures shall be shielded from neighboring properties. Moreover, the submittal of lighting plan s shall be required for all improvements with light standard heights, intensities , locations, and include light reduction s trategies to eliminate light spilling onto adjacent properties. Additionally, all lighting elements must be designed in concert with the overall project theme.

9.6 Building Height
a) The maximum approved building height is 35 feet.

Amended Specific Plan No. 452
City Council Ordinance No.

4 b) Rooftop equipment screens and architectural projections may exceed the maximum building height as provided in ECMC section 17.130.115. c) Development standards not specifically mentio ned in Section 9 , are as identified in Exhibit A.1 attached to this specific plan.

Section 10. Conditions of Approval
a) All other land use entitlements benefitting the property subject to his Specific Plan as shown in Exhibit A.1 shall be null and void upon adoption of said Specific Plan. b) Prior to the second reading of this specific plan the applicant shall submit and obtain approval of a revised, digital copy of the site plan and elevations that reflects the following specific notes and changes:
i. The revised site plan shall reflect applicable comments and include required notes from Engineering and Storm Water listed in section 10(h). ii. The revised site plan shall remove inapplicable Key Site Note “7” from Hart Drive near the northeast corner of the plan view.
iii. The revised site plan shall remove inapplicable Key Site Note “12A”from the landscape area to the north of the southerly driveway in the plan view. c) Construction permit applications and plans shall be required pursuant to all governing codes, statutes, and ordinances in effect at such time prior to commencement of any use authorized by this Specific Plan. d) Comply with the Standard Conditions of Development from Planning Commission Resolution No. 10649, as applicable, which are attached as Exhibit A.2.
e) Prior to the issuance of building permits, or as otherwise determined by the Director of Community Development, the following shall be completed:
i. The applicant shall provide a determination of no hazard to air navigation from t he Federal Aviation Administration (FAA) or certification that no notice of construction to the FAA is required pursuant to ECMC chapter

17.260.
ii. The applicant shall comply with Flood Damage Prevention regulations in ECMC chapter 15.14.
iii. Submit a lighting pl an in accordance with ECMC section 17.130.150. The plan shall include the location of all external lighting elements and their respective design. Planning approval is required befor e building permit issuance.

Amended Specific Plan No. 452
City Council Ordinance No.

5 iv. The building material types and colors of all e xterior elevations shall be shown on the construction drawings submitted for building permits and shall be in substantial conformance with the governing entitlements. v. Construction within proposed easements, property rights reservation areas, or other encum brances is prohibited unless authorized by an encroachment agreement or similar instrument to be reviewed by the Director of Community Development, or designee.
vi. Comply with all of the development comments included in this specific plan to the satisfaction of the City Engineer and the Director of Community Development.
vii. Obtain approval of a Landscape Documentation Package (LDP) in conformance with the requirements of Ch apter 17.195 of the Zoning Code and consistent with the guidelines provided in the City of El Cajon Landscape Design Manual . The LDP shall include refurbishment of the landscape areas along the easterly and southerly property lines consistent with Specific Plan and Zoning Code requirements.
viii. Specifications related to the carwash shall be provided and confirmed to be compliant with the assumptions of the noise study prepared by Roma Environmental. Proposed changes shall require additional noise analysis via Substantial Conformance Review, Minor Amendment, or formal Amendment in accordance with Planning Division Policies A-17 and A-18, as amended.
f) Prior to the granting of occupancy or as otherwise determined by the Director of Community Development , all on -site improvements shall be completed or guaranteed in accordance with the approved specific plan site plan. In addition, the following items shall be completed and/or inspected:
i. Complete the installation of the approved landscaping and irrigation system and obtain approval of a Certificate of Completion. ii. Color coat the northerly wall exterior face with graffiti resistant paint and consistent with the project theme.
iii. Satisfy all requirements of the City of El Cajon.
g) Engineering
a. The driveway(s) on Graves Avenue shall be in accordance with San Diego Regional Standard Drawings G -26, including 2:1 sidewalk transitions for ADA compliance. Repair all damaged concrete curb and gutter and sidewalk in accordance with El Cajon Standards. Prior to issuance of Building Permit and Encroachment Permit, the applicant or contractor shall prepare a detailed scaled drawing with dimensions of the proposed Amended Specific Plan No. 452
City Council Ordinance No.

6 driveway and sidewalk installation showing the location of the public street right-of-way, prop erty lines, face of curb, all physical obstructions, including but not limited to, utility poles, telephone and cable TV equipment, fencing, etc. along with any required offsets in accordance with San Diego Regional Standard Drawings (SDRSD) G-15 and G-16. b. Public improvements shall be required pursuant to the Traffic Analysis by Darnell & Associates Transportation Planning & Traffic Engineering, D&A Ref. No: 220503, dated August 25, 2022; sheets 12 and 13 (Fig 8 – Channelization Plan for Graves Avenue) . The Traffic Analysis is attached hereto as Exhibit A.3.
c. Close all unused existing driveways and replace with full height curb and gutter and PCC sidewalk pursuant to City Standards.
d. Stub any new underground utility services out at the property line. e. A cut-off wall will be required at every location where pervious pavers are adjacent to the public right-of-way.
f. Submit a preliminary soils report prepared by a Civil or Geotechnical Engineer registered in the state of California, along with adequate test borings.
g. Submit a Drainage Study and a Grading and Drainage Plan, along with an Erosion Control Plan, prepared by a Civil Engineer, register ed in the State of California. These plans shall be based on the preliminary soils report and in conformance with the City of El Cajon Jurisdictional Runoff Management Program (JRMP) and Standard Urban Storm Water Mitigation Plan Ordinance (SUSMP). The Drainage Study shall include all related tributary areas and adequately address the impacts to the surrounding properties and to the City drainage system. The developer shall provide any needed public and private drainage facilities, including off site drainage facilities (as determined by the study). If public drainage facilities are required, the required improvements need to b e included in improvement plans prepared by a Civil Engineer, registered in the State of California, and submitted to the City for approval. If the Drainage Study indicates the existing downstream drainage system is inadequate for the proposed project, a reduction in project size and/or hard surface coverage of the project may be required.
h. Sanitary sewer and private lateral requirements:
a. Conduct a video inspection of the existing sewer lateral in accordance with ECMC section 13.37.040, and submit the inspection report to the City for review. The sewer lateral video must clearly show the entire length of the private sewer lateral from at least the Amended Specific Plan No. 452
City Council Ordinance No.

7 building to the connection with the City sewer main. The plumbing contractor must submit a copy of the video inspection (on USB flash drive) and the completed 3-page inspection report that the City will retain permanently. The report form is available on the City website. b. The project shall use the existing sewer laterals. If a repair or new sewer lateral is required, the Building Permit plans must include the location, length, and description of the proposed repairs.

Additionally, the installation of a double clean out will be required at the property line in accordance with ECMC section 13.20.060.

Questions about t hese requirements may be directed to the Public Works Department, Sewer Lateral Coordinator at
[email protected] or 619-441-1653.
h) Storm Water
ii. Storm Water Intake Forms I -1 & I -2 were received and reviewed by staff, and in accordance with the ECMC Chapter 16.60, this project is a Priority Development Project and is subject to the requirements listed below. a. Submit a Storm Water Mitigation Plan (SWMitP) prepared by a Registered Civil Engineer in the State of California.
b. Trash enclosures are to be constructed in accordance with El Cajon Trash Enclosure Attachment No. 2 guidelines (the guidelines are available to the public through the City’s website).
c. Add the following note to the Amendment to Specific Plan (S P) 452 site plan:
“All operations shall comply with the City’s Jurisdictional Runoff Management Program (JRMP) and the City’s Storm Water Ordinance (ECMC Chapters 13.10 and 16.60) to minimize or eliminate discharges of pollutants to the storm drain system. Operations shall include implementation of industrial Best Management Practices (BMPs) in accordance with Appendix C (Minimum BMPs).” Section 11. Performance Standards
a) All lighting elements shall be directed downward and shielded from adjacent properties.
b) The testing of vehicles, either for service or test drives, shall be conducted on commercial streets and freeways. Vehicle testing on r esidential streets, including but not limited to Hart Drive, shall be prohibited at all times. c) A sufficient number of parking spaces shall be provided onsite to accommodate employees, customers, visitors, deliveries, vehicle display and inventory, and service queuing. Employees shall not park on adjacent residential streets.

Amended Specific Plan No. 452
City Council Ordinance No.

8 d) All vehicle delivery operations , either to or from the site, shall be conducted entirely on the dealership property. At no time shall such activity be conducted within the public right-of-way.
e) Customer vehicles stored for next day service appointments in the area identified as “Night Drop-Off” in the Exhibit A.1 site plan shall not be permitted to encroach into the public right -of-way. Complaints and nuisance violations related to encroachment shall be cause for Code Enforcement action. f) There shall be no use of a public announcement (PA) system or othe r amplified notification system.
g) All landscaped areas shall be sufficiently watered and periodically fertilized to establish and maintain healthy growth , and shall be maintained in a neat, litter and weed free condition. All plants shall be pruned and trimmed as necessary, and upon notification by Planning, all plant materials that have died or have failed to show healthy growth shall be replaced by plants of the same or similar species.

Replacement by more drought resistant plants may also be approved. Landscape maintenance shall include regular inspection, adjustment, and repair of the irrigation system, including making seasonal changes to the irrigation controller. h) The carwash shall not be operated before 7 am or past 7 pm. i) All uses under this specific plan shall be operated in a manner that complies at all times with the performance standards listed in ECMC section 17.115.130. j) The northerly wall parall el to Hart Drive shall be routinely inspected for graffiti.

Any graffiti shall be removed within 72 hours.
k) All service uses, other than customer drop-off and queuing, shall occur indoors.

Section 12. Applicability
Where this specific plan is silent in terms of the use and development standards for the project site, the underlying zoning district and applicable general zoning regulations shall govern. Furthermore, where a conflict exists between this specific plan and the ECMC, this Specific Plan shall prevail.

Section 13. Attachments
EXHIBIT A.1 - Specific Plan Architectural Drawings
EXHIBIT A.2 - Standard Conditions of Development
EXHIBIT A.3 - Traffic Analysis by Darnell & Associates Transportation Planning & Traffic Engineering, D&A Ref. No: 220503, dated August 25, 2022 SHEET TITLE:

SHEET NO:

PERMIT NO:

THIS DOCUMENT AND THE IDEAS

AND THE DESIGNS INCORPORATED

HERIN, AS AN INSTRUMENT OF

PROFESSIONAL SERVICE, IS THE

PROPERTY OF WAGNER

ARCHITECTURE GROUP AND IS NOT

TO BE USED IN WHOLE OR PART

FOR ANY OTHER PROJECT

WITHOUT AUTHORIZATION OF
WAGNER ARCHITECTURE GROUP 2
06/30/23
NROIF
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C-37450
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BRYAN

MAC DERMOTT

CICHTAR
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RENEWAL
DATE

HYUNDAI OF EL CAJON

COVER SHEET
PL-0.1
09/05/2022PLANNING SUBMITTAL
Project Number
1155 GRAVES AVE., EL CAJON, CA 92021

HYUNDAI OF EL CAJON
1155 GRAVES AVE., EL CAJON, CA 92021

PLANNING SUBMITTAL
09/05/2022
SCALE: PL-0.1
EXTERIOR RENDERING - NORTH VIEW ALONG GRAVES 1
SCALE: PL-0.1
EXTERIOR RENDERING - SOUTH ALONG GRAVES 2
REV / DESCRIPTION:

N
BUILDINGS:
(E) & (N) BUILDING, ELEC AREA & STORAGE
AREA
LANDSCAPING:

PEDESTRIAN PAVING AREAS:

EXPANDED WALKWAY & PATH FROM
STREET
OFF-STREET PARKING & VEHICLE CIRCULATION AREAS:

TOTAL
PLANNING PERMIT FOR NEW 36,989 SQFT, TWO STORY, FULL SERVICE AUTO DEALERSHIP (SHOWROOM, SERVICE WORKSHOP, DETAIL BAYS, PARTS/TIRE STORAGE AND OFFICES) WITH SEPARATE 1,232 SQFT SINGLE STORY CAR WASH. SITE WORK TO INCLUDE NEW DRIVEWAY FROM GRAVES AVE. SCOPE

INCLUDES

MODIFICATIONS TO EXISTING LANDSCAPE AREAS AND NEW ROOF & GATES TO EXISTING TRASH

ENCLOSURE
PROJECT ADDRESS: 1155 GRAVES AVENUE, EL CAJON, CA 92021 PROPERTY OWNER:

JKC GRAVES, LLC.
1600 VALLEY RIVER DRIVE, SUITE
209.

EUGENE, OR 97401.

CONTACT: JOHN KIEFER
APN: 483-090-15, 16, 24, 25, 26, 41-42
ZONING: REGIONAL COMMERCIAL (C-R)
GENERAL PLAN: REGIONAL COMMERCIAL
SPECIFIC PLAN: SPECIFIC PLAN NO. 452
EXISTING C.U.P. N0. 1538, 1557
PROPOSED USE: AUTO SALES AND REPAIR
LOT AREA (GROSS): 204,732 SQFT 4.7 ACRES
LOT AREA (NET): 174,166 SQFT 3.9 ACRES

DEVELOPMENT STANDARDS (BASED ON C-R ZONE)
SETBACKS:

REQ'D FRONT = NONE
REQ'D SIDE, INTERIOR = NONE
REQ'D SIDE, EXTERIOR = 10'-0"
REQ'D REAR, INTERIOR = NONE
REQ'D FROM RESIDENTIALLY ZONED PROPERTY =
10'-0"
HEIGHT: 35'-0" MAX. (C-M ZONE)
LOT COVERAGE: N/A. (12%. 30,566 SQFT = BLDG FOOTPRINT)
PARKING: SEE REQUIRED AND PROVIDED PARKING CALCULATIONS BELOW FLOOR AREA: SEE BUILDING AREA CALCULATIONS BELOW
LANDSCAPING:

SEE SITE PLAN FOR 4,716 SQFT OF LANDSCAPING PER ECM 17.195.100 MIN.

LANDSCAPING REQ. 1. ALL REQ. EXTERIOR YARDS (EXCLUDING DRIVEWAYS) 3,356 SF 2. REQ'D PARKING x 10 SQFT: 1,360 SF
SPRINKLERS: YES
TYPE OF CONSTRUCTION: V-B
OCCUPANCY TYPE: B, S-1
BUILDING SEPARATION: NON SEPARATED MIXED USE PER 508.3
NUMBER OF STORIES: TWO
NEW BUILDING:

TOTAL FIRST FLOOR 29,334 SF
TOTAL SECOND FLOOR 7,655 SF
TOTAL NEW BUILDING AREA (GROSS) 36,989 SF
CARWSH - DETACHED 1,232 SF
PARKING BASED ON TABLE 17.185.190, COMMERCIAL USES -

GENERAL AND GENERAL RETAILS,FOR ALL DIFFERENT USES AT

PROPOSED DEALERSHIP (VEHICLE SALES, OFFICES, PARTS

STORAGE, SERVICE)
AREA DETERMINATION PER 506.2.4 MIXED-OCCUPANCY, MULTISTORY BUILDING.

PER 508.3, NON SEPARATED MIXED OCCUPANCY (USE MOST

RESTRICTIVE
'S-1' ALLOWANCE), SPRINKLERS, TYPE V-B
EQUATION 5-1:

Aa=At +(NS x 1f)
TABULAR AREA At = 27,000
FRONTAGE INCREASE [NS x 1f] 6,750

CALCULATED ALLOWABLE BUILDING AREA PER STORY

ACTUAL AREA PER STORY
HEIGHT: PER 5O4.3, BUILDING HEIGHT FOR "B" AND "S"
OCCUPANCY, SPRINKLERS, TYPE V-B, = 60'-0" MAX.ZONING MAX. HEIGHT GOVERNS STORY: PER 504.4, NO. OF STORIES FOR "B" AND
"S-1"
OCCUPANCY, SPRINKLERS, TYPE V-B:

LOT COVERAGE CALCULATIONS

PROJECT DATA

PROJECT DESCRIPTION

PROJECT INFORMATION
ZONING

BUILDING INFORMATION

BUILDING AREA CALCULATIONS

REQUIRED PARKING
PER ECMC TABLE 17.185.190, COMMERCIAL ZONE PARKING,
1 SPACE/250 SQFT OF GROSS FLOOR AREA UP TO 10,000 SQFT 10,000/ 250 40 PER ECMC TABLE 17.185.190, COMMERCIAL ZONE PARKING,
1 SPACE/300 SQFT OF GROSS FLOOR FOR NEXT 15,000 SQFT 15,000 / 300 50 PER ECMC TABLE 17.185.190, COMMERCIAL ZONE PARKING,
1 SPACE/400 SQFT OF GROSS FLOOR AREA ABOVE 25,000 SQFT 13,221/ 400 34 PER ECMC TABLE 17.185.190, COMMERCIAL ZONE PARKING,
1 SPACE/1000 SQFT OF OUTDOOR VEHICLE DISPLAY 10,628 / 1000 11 TOTAL REQUIRED OFF-STREET PARKING STALLS 136

PROVIDED PARKING
ACCESSIBLE SPACES: PER 2016 CBC TABLE 11B-208.2, (5 SPACES REQUIRED) PER 11B-208.2.4, 1/6 SPACE TO VAN ACCESSIBLE:
(1) VAN ACCESSIBLE, (4) STANDARD
5 STANDARD STALLS: SIZE PER ECMC 17.185.030: 8'-6" X 18'-6" MIN. @ 90 DEG. WITH 24'-0" BACKUP AISLE. NOTE: 24" MAX OVERHANG AT LANDSCAPING & SIDEWALKS (NOT TO

OVERHANG REQ'D SIDEWALK WIDTH)
131
COMPACT STALLS: 0
TOTAL PROVIDED OFF-STREET PARKING STALLS 136

REQUIRED PARKING STALLS NUMBERED IN SEQUENTIAL ORDER - SHOWN ON PLANS FOR

REFERENCE
ONLY
CHPT 5 HEIGHT & AREA LIM.
33,750
29,300 SF
ALLOWED = 35'-0",
ACTUAL HEIGHT = 30'-0"
S-1 MORE RESTRICTIVE
ALLOWED = THREE STORY
ACTUAL STORY = TWO STORY.
8 67
GRAVES AVE.

HART DR.

BROADWAY
BALLANTYNE ST.

MAGNOLIA AVE.

FLETCHER PKWY

VICINITY MAP

LOCATION

OF WORK
_____________________________________ 7
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2'124 South El Carnine, Real, Suite 200
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Ouirnsicie, CA 92054
760.967.0511
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HYUNDAI of El Cajon
1155 GRAVES AVE, EL CAJON, CA 92021

THIS DOCUMENT AND THE IDEAS

AND THE DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF

PROPERTY OF WAGNER ARCHITECTURE

GROUP AND IS NOT TO BE

USED IN WHOLE OR PART FOR

ANY OTHER PROJECT WITHOUT THE

WRITTEN AUTHORIZATION OF
WAGNER ARCHITECTURE GROUP.

PROFESSIONAL SERVICE, IS THE
SHEET NO.

SHEET TITLE

PLANNING REVIEW

REVISION/ DESCRIPTION
06/01/2022

DEMO SITE PLAN
SCALE: 1" = 30'-0"
1 PL-1.0
PL-1.0
GRAVES AVE.

HART DRIVE

VICINITY MAP

LOCATION

OF WORK

DEMO SITE PLAN LEGEND

GENERAL DEMOLITION NOTES

DEMO SITE KEY PLAN NOTES

SITE NOTES
’ ”

DEMOLISHED AREA PER

SEPARATE PERMIT
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DELIVERY
101
F&I #1
102
F&I #2
103
F&I #3
104
F&I #4
105
F&I #5
106
F&I #6
107

STAIR A
108

STORAGE
109
BDC
111

CUSTOMER
LOUNGE
112

SERVICE

ADVISORS
113

SERVICE

RECEPTION
114

SERVICE

MANAGER
115

CASHIER/RETAIL
120
BOUT.
117

STAIR B
116
MENS
119

TECH RESTROOM
121

SPECIAL TOOLS
123

PARTS COUNTER
122
1,963 SF
PARTS

STORAGE
124
NIGHT

DROP OFF

SERVICE

WORKSHOP
125

EXPRESS

SERVICE
126

EV STORAGE
127

ALIGNMENT

WORK STALLS
128

EQUIPMENT
129

ELEC ROOM
130

WORK STALLS
131
SALES

MANAGERS
110
WOMENS
132

JANITOR
133

STORAGE
110B

FIRE RISER
124A
|

PROJECT DESCRIPTION

PROJECT INFORMATION
ZONING

BUILDING INFORMATION

BUILDING AREA CALCULATIONS

REQUIRED PARKING

PROVIDED PARKING
HYUNDAI of El Cajon
1155 GRAVES AVE, EL CAJON, CA 92021

THIS DOCUMENT AND THE IDEAS

AND THE DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF

PROPERTY OF WAGNER ARCHITECTURE

GROUP AND IS NOT TO BE

USED IN WHOLE OR PART FOR

ANY OTHER PROJECT WITHOUT THE

WRITTEN AUTHORIZATION OF
WAGNER ARCHITECTURE GROUP.

PROFESSIONAL SERVICE, IS THE
SHEET NO.

SHEET TITLE

PLANNING REVIEW

REVISION/ DESCRIPTION
09/06/2022
SPECIFIC PLAN NO. 2022-001

SITE PLAN
SCALE: 1" = 30'-0"
1 PL-1.1

GENERAL SITE NOTES
PL-1.1
GRAVES AVE.

KEY SITE NOTES

HART DRIVE

SERVICE

SERVICE
DRIVE
PARTS

HYUNDAI

SHOWROOM
N.V.D.

CAR WASH

EXPRESS
LUBE
APPROVED BY:

SITE PLAN LEGEND
’” ’”
”

SITE KEY CONSTRUCTION NOTES

DISPLAY PARKING
(IN HATCH AREA)

INVENTORY PARKING
(SHOWN DASHED)

INVENTORY PARKING
(SHOWN DASHED)

NIGHT DROP-OFF

REQUIRED

OFF-STREET PARKING

DISPLAY

VEHICLES

DISPLAY

VEHICLESDISPLAY

VEHICLES

DISPLAY

VEHICLES

REQUIRED

OFF-STREET

PARKING

KEY SITE NOTES
”

KEY SITE NOTES

REQUIRED

OFF-STREET

PARKING
'
I t.CsPHI1Ec-uacA_ s1-= FLAN =aac RE==ac=~c= oNL v
I I
I
I
I I
:, --IS [JRAWI\JG 1-lAS BEE'\ DE'✓:::LOPEG FROM AR'.:-v::: GR4J., ~GS FRCV PED 31 -1-lE C~\='< AND M<Y \OT REF -ECT =X s-lNG FELD CON:JITIO~S, _AND S,x"/EY Ox -OPC'.oxAP-jlCAL \FORMATO~. -HE CONTRACTCx S-AL_ NO-IFY THc ARCf-TECT IN Wxl-lNS aF /4\' D SCREPA\CIES 13c-WEcN T-= DRAl.. ,ss A\D ACLAL CC:NG -IONS

3. i= DISC'<=~ANCl"S ~I-H D"IE\SIO\S CF SITE ~_A\ TO =_OOR F_AN i\NG Lc:;CA_ taN \G ORDIN4NSl=S CLN\.St 31= Ml=-, \Jo-lJ::Y W4GNl=R A::.eD--lltl=St ~R:::: GROLJc-=• 2 FRICR -o COl"'IE\CI\S A\ V -CScK
L CCNTRAC-OR TO ,s=Ec-LIG-TI\G A\:J REMO•/::: A~:J REPLACE DAM.ASE:J NON-FU,CTl:JNAL _ GHT \G POL= FIX-URES ~/ ~=W LcD 'IX-JRES THM MATCH AS CLOSc_l -o EXIST ,s-cc,-RACTOR -o -O'<K wI--j ARCH TECT AND OJNcR TC FELD v=R =y PRC'< TO SD
~ J:: \ Sl-!=S /4\--:; H./4tl=R . .0.LS S-SJL:; 5:::: rs-. 4CCORDA\Jc:: .., ti-t --j:: GDSI 2 0 Dl=S G\. r' ANUAL .AS Nc-:::J I\ CCNS-RUCtlO\ DRAJJ \GS-CONtRACtOR -c ~::::-.;lt=U f-lv ..,\J:iAI DcSISN DOCc 'IE\ 1 PRIOSc -::; 3 D

6. VE-tic_:: GIS,::)L41 PAD. RE=::, T(; s::c-·o\ 4.4 c= -1--11= JES C:N M.AN ... AL =oR '10R::

I\FCRM.l T O\J
l =L=c-aclc VEHICLE CHA'sSc'sS, LOCA-E AT LEAS-CNE ~ED"STAL OR -4LL MCUNTBD Ev C:HARG\S Stt.-10\, A LOCMION A11f-E ,accw OF 1H" s-oRE, VISIBLE ,accM --jE FcB_ c RIGf---o=-WAV AND "ASI_, Acc=ss BLE =os2 cus-oMER USE INS-ALL w1--W J\DAI c:,s-o'l cRAP -o CLEAScL, IDcNTF1 Tf-B C-jA%ERS S, A LICHT \G PLA\/~-OT:JMc-R C s-UDY WILL 3E xcO,IREG ~'<IOR -o THE ISSUA\CE CF BU LGI\G PE'<I"' TS TeE = _AN SHOc_D SHO~ THAT THc SITE PRCN DES A:JEQJ/4E LIGH-INS FO"i PEDES-'<IAN A~:J "/EelCkAR -RAF'IC
\OTES A<?.= CEI\ER/4L -NCT AL_ 1-=n RcFERcNCED o, SHEcT ~ DAS-jc:J LIN= IS 4N A~~ROXIMATE _OCATIO~ OF THE FR(;PERTY LINE S-0.M 'OR R"FERE\c= O~-,
CI) NcW W ,N::JAI FlLCN S S\, RE, 4A/FL-4J
CD Ex1s-1Ns PU3LIC SIDE-ALK
CD STA\DARD ACCESSIBLE ~A'<K,G STALL
CD VA\ ASSESSl3LE F4~1NU s-AL
CD i\CCcSS BLc s I==~ 'ff -ROI"' fJB_ C SD=W.1',_K
CD /4CC[SS BL[ 3 .... L:JING [\ -,rr
CD FU1URE S SN, UND"'< SEP.ARATE ~ERl"l-
(I) TRASH =NCL'.)SLRC UTH cx1s-1Ns b f-SH C"I, W/4L_, Nrn l"'=T AL S~INS GATS AND M:::-AL "<OCF TO BE ADJED
(I) F FC -xAN5'0'2v'R
OD K~ox 3CX • B.IUINs
(2) L:JLJ :'36" 1--llGl-l,: SECUR TY $..,l\6 SATES L rn KI\CX BOX fil 64-:::S (I) LClW :36" HIGH; SECUR Tr ::JOc3L= S~l~G 6A-ES.
0D EXISH,G PRIVATE clRE H1::JScilN1
CJD FXISTI\(, I A\,SCAPF ARFAS
0D SHO<C -TER"I 3 LCOP 31Kc RAC<.

CD CEA\ ,A" Vc-lC.:Lc PAR<l~S s-.ALL,
c=I) ACLFSSFI F =v S-AR(ilW, s-AI
NEW SITE LIS-j-~cLE, 21'-!:' HIS-, '1,_ T -HEo:J _":) S-IEU"D =1x-JRE Sec, E_ECTRCAL
QTI LQC.A-o~ OF EXIST\G 21 -jlG-SING_c LIGW po_E -REMOVE A\:) REPLAC= Flx-ux= -c NEU Lc:l 'IXTcRE RE ELcC R=' NS-EXIST ,s -SHT =cLE TO MATCH ~=W ,
OD NEW CO\CScc-E I) SPLAY PAD '2c, CIV -, SEE AxCe FOR FI\ISHES P'<OVIDE p=R11"'=-=R LIGHT \S RE, E_EC.: CO\F R'I F \A_ LOC/4-ION l.J Cc\=R. i..ALL 1-'0UWED LISH! FIX1U'<= RE, E_EC.:TR SAL.
00 NEW -YUNDA DIRcCTICN/4_ SIGN
cn:::::i EXISH,C, UATER '<ISE'<
( 23 J EXIST I\G WATER l"'c-ER
N[W _[V[l-3 DS r=Jcs-AL. TWO roRT [V Cl-tt.~=, IQ[, [L[C. re, INVE\-0'<". ICONFIR'I FI\A __ oc/4-101\ UTI I C-\cR(
( 2413 J NEW -EVEL-3 DC,, P=:lES-AL TWO =cRT =·✓ C-A'<GER RE =-EC. FOR cus-c'IER USE
(E) 8' -b' f---C::H C"'l, JJAL_
,vEASJR=:i 'RO'I s DrnALK!
m;D \"W EV CHA'<GE<? =o'< "V SEScVICE STAL_S
( 25b l \=W LE'•/:::L -2 =v Pf-ARGER =o'< \=W CAR :J=LlvER" { 2b J s::::cu~rn s_ ::)ING GATE
CIT) EXS-INS 'RE 11vc;RA\-
QD EAScME\ -RE CT/IL
~ EX s-1Nec P.ADRE D.AM EASE'IE\ T -c 13E '✓.ACATED AS ~AR-OF TH S ~xoJECT, Sec CV L FOR lD:llTO~A-INFO'<l"'AT ON
{ 30 ) j_O\G-T=,M r31K!= rA,<ING, IZ;7~ er T(::T /4_ f40CING j_[S3 5-0RT--=Rt-!31<)::

PAR<INS. 31C,CL= ~A'<K NG WU BE ACCESSIBLE AN:J USAB-E FOR ADDITIC\AL REQ':l B C1CLE ~A'<Kl,S 0\ Tl S .A\D S,3SEOUENT PLAN VIE~S CL) Ec=CTRICAL vETER
0D GAS "IETER
OD -R= DCrART"IC\ T ccN\=c-10,
NOES /4Rc SENEx,AL No-ALL 1-=~s REFERc\CE:J ON S lccT
32fl!fJ§J0 EXTERIOR IMERQYEMENTS RE, CIVIL DRAWIN:;5
(]ID 32.12.16 AS~ IA_ T PAV I\Cc
GIT) 32.13J3 CO\CR=E PA✓l~G
(flTI 32.13J6 :lcCORATVc CO~CRE-E PAVINS
( 32.4) 32.3~13 CCNCRcE BOUL:lc'<S _CCATED IN _OW LANDSCAPE ,A-b O OC, (321j) 3l.3U3 -cxs-1NGCl"',-ALL<-=1swvARCSL-O TOb-0 O\PROTR-1' SIDE;, NEJ PA\T Fl~ISI I ~i-1 I \E~ 5' O" 1 IISI IC A\ _hK 'ENCE ~Tl I ·11s1::;N S_ATES ON -op (ALL BLACK FIN SI I),
< '2.b > 3l.16J3J3 -b" -IGc CONCxcE C,RB
( 32.7 ) 3l.16J3J3 -EXIST \S CURS TC RE~ A\
( 3'.B ) 3l.16J3J3 -ROL_ED CCI\C:RETE CUR3•~ou\ -.AElL= CcRl3 (ED 3l.13J6 -~'<cC.:As-CC\CRETE ~.AVERS, PER _ANDSOAPc
(3:,0) 32.3~13 -3S -IGH co~c'<=-= =1_c::J l"E_/4_ ElOL_ARDS., Gu) 3l.39J3 -b H GH c~c SITE 1..ALL,
~
" "'
~----
+-+-
~'<OFERTY _ I\E R=, Cl'/_
::::)~CAST CO\CRE-E :::JAVERS
Af.:fl--j.4 T f.4VI\J(;:
:'.Cl'<:_OFCSED B.., LJINC,
::JISPLA" PAScKINC,
::i:::ccKATII/::: FAVING­
CO\CR=-= FA'✓ \S FER CIVl
STE _IS-TINS -sE EL=C-"ilCAL
Acc:ss BL: -:,A--or l'-..0.V[l
CHPT 5 HEIGHT & AREA LIM.

ARE.L D::E~INL'.TION PER S0b-2.4 l"IXED-CCCUFA\C,..,,_
M,,L -STOScY E,UU; \G.

FE~ ~053, NO\J S:=PARA-t::~ H x=:::i CCCUFA\.Cv (~S=: '10St RES-RICTI/E S-' AL_O~ANCE). SFRN<-E'<S, T'FE V-B
F'sOToS" \C:REASE [NS • Ir]
CLLC,_ATED A_LOWA3Lc 13UI_D \G AREA PER ST::8,
1 IEIG -, ~=R 5043, BUU:O \G I IEIG -'OR 13'
A\C S' o::::::::,PANCY. s~~IN<L:::~0. -yp::: \/-3, =
02'.l'-S' I" AX /:JN NC1 M4X. -t. Gf--11 GCN-RNS
STOR', FER !,f)L.4 1\0 o= STORlcS FOR "B" ,lND
'S-1' (;CCUPAI\C", SPR \K_ERS. -,p" V-B,
EQUATICN &-1'
Aa•Al ~NS x Ir)
b,750
33,1&0
.ALLO~ED = 3S'-0',
A'.'.:"-TU.AL -:= G~T = 301-IZI'
S-' MOR= RES TR CT v=
A_LO.LEC = THx=E STORY
ACLAL STOR' -TWO STORY.
\
' . ' "
-_ETCHER '°KUY
'
7 I -
I
I
•
(::::) b'-0' -0~ CMU J.:.L_
<MEASJREO FR(;M A(;_,ACE\ T
~'<OPFRTYJ I
3 I
I I
-bl
I
I
I
I
I
I
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HA 1 ::Jsc
8 tJJ ,_
~
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'
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- I

PROJECT DATA
r-' _,.'.!, '-""'~1 I 1-1---. 1 v1--... ISI-W .:,,:;,~_ ~ Vu,; 1, I w~, :;:J v1-.... , -ULL v1-1---:'·/ L-:_ hJ U _,1-,cl._1-----........,,r,___. 'S-OWROCM, SERVI PE WOR<SHOP, DtrAIL B.o,S, ~.Aac-srlRE SWScAS" 4ND oF=lccS( W 1H --r~EPARATE 1,232 SOFTS \G_E s-0'«" CAR ~AS-j, s1-E W"iK Ta INPLUDE ~EW DRiv=Wt' '<SM G'<AVES AVE sso== NCLUES l"'CD FIC,nO\S -o =XI STING LN,PSCA== AREAS AN( ,EU ROOF , SATES TO =x1sn,G TRASI I =NcLOS,RE
LCONINC,·
s~ccirc PL.AN
LOT /4~t. :G~OSS).

IIKC '.iRAVES, L_C
600 V4LL:=r R VER :)RVE, s .. .rE 20':::.
hE\E, 0~ ~lLt'.
~ON! 4p-, JC-jN KlcFER
33-0::JZ-IS, 'b, 2{ 25 26, /]---12
isEG ON,'L CO'JYERC:IAL
1,0 535. IS!? 7
204_132 sa=r
llL.ISS SQfT
REc;;'D FR0'1 = NCNE
RES:'D S DE, INTER OR = NONE
Rr::(:;'C-s Pl=, =x-=,1cr=: -·0'-0"
RFC.:'D R=AR, 1w=RIGR = ~o\=
REG;'D FROM RESIDcNT ;\_L 1· ZO~=:; PRO=ERT'f · 0'-0'
3S'-0" l"'L.X. (C-1"' ZONE)
PAR<ING; S:::::: REQJIR::::::-. .4NC: PR0'/1:JE:J PAR<ING '.:A_CU_ATl~\S B::::LOJJ SEE BU LC:INS AREA CALCcLATICNS EJ"_O~
L.AN:)SCAPI\G:

SFF ?rF Pl t.N FC';R L,-10 S~FT aF A\ ")SCAPIN(~ ,::)=~ ECMC ll9&JOO MN L/,\:lSC/'-PINC '2=c
. ,6_L RCQ_ l:XTER OR '(4Rl:S (l:XCLL.J NS D~IVl:lL.AIS: 3 .. :h0 SF . ~::Q'D :;,::,A~ING: x 10 S~F, l,?h0 $=-
~PRINKLERS:
r~~E OF CO\STRJC1ICN, ✓-El
SCCUFA\:::::v TYPE: ::::. S-
Fo.JII D \Ci SFPARA-ION, ,()\ SFP/4R.4TFD Mix=-; ,,s= PFR o0Bi ~UM3ER o= STOxlES, ~o
TCT A_ SECON:J 'LOOR
T(;Tl'._ NEU BUIL::;INC:; AREA (SROSS)
CARWSH -c;=T ACHED
~.ARK NG 13.ASc:J c:;N TAl3-= 1-B", ~O. COMMERCIAL uees -~RAL AND ~RAL RETAILS, F:::R AL-:JIF'='<E~T
UScS AT PROPOSED :JEA_ERSHIP <VEH C_E SALES,
o=F1c:::s. ,:::,/..~-s STOX./,G:::. s:::x.vrc:::)
~=R ECMC TAe!.E lll!J&J'W. CCl"'McRCIAL ZONE PARKINS,
2'3.334 s=
SPAC:::/25Z &Q=T o= GROSS =LCOR A~A l_.,P TC 1i,00z 10,0CO/ 2?0 LO =='< ECMC TAe!.E 11J!J&J'W. C:Ci"'M="<CIAL ZONE PARKINC, SPAC::/306 SQFT CF-G~OSS =u;o~ =oR NEXT 15,600
SQF-
1!:i.Z~O / 300 50
==Sc ECMC TAe!.E lll!J&J'W. SSl"'M=Scr:IAI 70NF PARKIW,, SPACciL02) SCFT CF GROSS F _OOR ARcA AElOVc
2?,00Z SGFT
1:),221/ 4CZ 34
~='< ECMC TAl3LE lll!J&J'W. CC!"M=RCIAL ZONE PARKINC,
SFAC"!IOZO 5C:FT OF CIJTDOOFit VEHICLE DISFLA'l' 10h28 / OOZ I TOTAL REQUIRED OFF-STREET PARKJl,I:; STALLS
.ACCESS B_E SPl'.C=:S: ~E~ 2010 CBC -L.3LE '3-2062, (? SP.4CES ~=LlJKt.c:; c._,t.K llb-:205.2.4, l/0 srAs.t. () vA\J Acst.SSbL=:
(I) V.LlN Ac:.:::ss 3L:: .. ( 4) ST 4NDMO
SI ATJ.c\FO SI.ALLS S Le PcR ECMC 11.18&.030 b -6' X B'-S" I"'\,< ~z :lEG. w1--?4 -0" BACK,P Al5Lc. \OTE, ?4 MAX avcRHA\G AT _/4\.DSC/4;;::,INC:: ,i: SID::WLlLKS (No-to ovt:Rl-lAJ,G Rl::a :i SID::W.0._K LIDtf-1) 1311,
&
131
TOTAL PROVIDED OFF-Sll<EET PARKING STALLS 136
1)32 SF
REQUIRED PAFoKING 5TALL5 NI.M6Ef<ED IN SEQUENTIAL OF<DER -5HOIIN CN PLAN5 FOR REFERENCE ONL 'l'
CITY F EL CAJON
SPECIFIC PLAN ND, 2022-0001
APPLICANT:

ASSESSOR PARCEL NUMBER:

REQUEST:

E9
PC RESOLUTION Nn~---­
CC RESOLUTION Nn~---­
RDINANCE No, DATE:
~GNER

ARCHITECTURE GROUP
815 Civic Center Drive, Suite 101
Oceanside, CA 92054
760.967.0511
Wag ne rArch itecture.com
HYUNDAI of El Cajon
1155 GRAVES AVE, EL CAJON, CA 92021
SHEET NO.

SHEET TITLE
DATE

REVISION/ DESCRIPTION
06/03/2022

CONCEPTUAL

GRADING PLAN
C1.1
ADDED FEMA FLOOD LINES 07/27/2022
REVISED DISPLAY AREAS 08/29/2022
REVISED DISPLAY AREAS 09/05/2022
~-
\
"
..,. ....
{JI
\
1 •
·1
ff. EX. SDOO
""" I
\ ff.
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<:: gj
~I i
'<( o ff.
<(
•
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' I
V')
~
~
(!)I
\
\
\
----1-w--1---w --'---w----
EX. CURB INLET
----
c:,
-
,--Ex. 8" vc SEW~
EX. 8" AC WATER
~=::::~~--irr:--w
------------------------- ---------
w
© ss ss -~'t
DRIVE (PUBL -Ch
~f=====-w-=--==~~===~~ w-_.--w----'-w----w w--1~ ~-- w ---- W ----w ---- EX. 6" SEWER- -t

LA TERAL TO REMAIN
ss ss
w
I ss
w ----w --,,.,.----
--------------- ------------------------ --------------- --------------
- LEGEND
---- PROJECT BOUNDARY
w -- -- EXISTING EASEMENT
--w-- EXISTING WATER LINE
. --ss-- EXISTING SEWER LINE
--so-- EXISTING STORM DRAIN

EXISTING BLOCK WALL
" - -415- EXISTING CONTOUR
- - -·-·- EX. FEMA FLOOD LINE
-1 )- - ---@- EX. FEMA FLOOD CONTOUR
\
\
•
I
--1-----
1 -----1-----
1 I ____ _
-----1
I
-----1---
1 ----
4\5 I I I ! I I WAL\'- TO lfEMAIN I I
Ex. 18" S.D.I I I . I I I I I I I I I I I I I
TO REMAIN I I I I _ _L _ _J_ - L _ __l_ - - 1 1--r- -1--1 -1-1- 7- -r---1--1-- T- l - I - -c-:- I I I ,t.16 I I I I . I I I I I I
I I I 1---• I I I I I I I I I I I I I I I I I I I I
I I . I I I I I I I I I I I I I I I
I j _~I _ _I __ I_ _ _I_ __ I_ _l __ l_ _ _l_ __ li_ I I _I_ _ _I__ I ------i--r4!7
---- ----
·: - ... , .: . . . -·
-,
-- ' I
I , t, ...... -
'j b
11 l PRiO~OSJ!)_ SrfOWROOM
J '. --Jc 'eRVICE Bf! /LO/NG
./ / F.F 418.0~
I
PAD 417.17'
PROP. 20' FIRE LANE
---
I
I

ZONEAE /
/FEMA FLOOD HAZARD A EA
---
---
---

I -- ------
1 I
---------1
I
- _______ 1
I
I -------1
I
---- ~ --+----:
---- "' I
~-- . - . - . -~=~-=----:.:
---- -------1 · -
---7
I
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I
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4 I
I
SD
I
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,I
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0 PROP. 20' FIRE LANE --,,,:;.......;__.;.;._w w t 1
- I
I
1,
) II
I
--
,:,
.... -0,
7 ----- ~-=/::::.l¥c,id.....--- ~~~~~i~~~~~
Ill - - - - _\ • T====t====
~----t+----w--~l;i"----~ -+----w______J
" 5
' I
"I
. I
---t -:
. I -- ~ -- +-=======3<
.'© : -,---:t==:::::;
. _I ____ _
·'®-- :1 ----
SD
,:,
\
SD
-&X.J:z.!-S: .
, ;i51~g '
'89:JB!/;'Jo ---- ------,--,- ------- -----,
----~~-, -~r-.1-1-~~:;:~-+-'1-t1-;;r~V_W_L~4 --~~
,---- - - rx-:-12· s.~

TO REMAIN
\ / EX. CURB INLET
..
\ \

TO REMAIN
I I

I I I ,
\ .
_/\
I
\ ~
~ 1a:
l'2
I :::l i
l o I o al
I >< uJ
I
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,:,
,:,
EX. GRATED

INLET TO REMAIN
..... EXISTING FIRE HYDRANT
*

EXISTING LIGHT TO REMAIN
--w-- PROPOSED WA7FR LINE
--ss-- PROPOSED SEWER LINE
--so-- PROPOSED STORM DRAIN
-415- PROPOSED CONTOUR
------- PROPOSED FIRE LANE

PROPOSED AC PAVING
t\,;:,o.R•~ ~•W•-~ :,.~D;~:::-~"'~ PROPOSED PCC PAVING
INYY'x'YYld PROP. ENHANCED CONCRETE
~ PROP. PERVIOUS PAVERS•
+A PROP. LIGHT
*PROJECT PROPOSES TO UTILIZE PERVIOUS

PAVERS FOR STORM WATER POLLUTION
CONTROL AND FLOW CONTROL. SEE CSWMitP
FOR MORE DETAILS.

EASEMENTS
/n EX. 10' WIDE SEWER EASEMENT TO THE
SANTEE COUNTY WA7FR DISTRICT (PADRE
DAM M.W.D.) PER DOC. REC. 11/26/1969
AS FILE NO. 216207 & 2162087, O.R.

EASEMENT TO BE QUIT-CLAIMED DURING
FINAL ENGINEERING PHAS£
£ EX. 24' WIDE WATER EASEMENT TO THE
HELIX WATER DISTRICT PER DOC. REC.
2/8/93 AS FILE NO. 1993-0080321, O.R.
,&. EX. 3' WIDE WATER EASEMENT RESERVATION
TO THE HELIX WATER DISTRICT PER DOC.

REC. 3/18/93 AS FILE NO. 1993-167246,
O.R.

CONSTRUCnON NOTES
[ (j) EX. 1.5" WATER METER & BACKFLOW TO
REMAIN FOR POTABLE WA7FR
[
(J) EX. 2• WATER METER & BACKFLOW TO

REMAIN FOR IRRIGATION
,"-'
Jg
-~
~
0 (j) EX. 4 • FIRE SERVICE & BACKFLOW TO

REMAIN FOR BUILDING FIRE WATER
© EX. TRANSFORMER TO REMAIN FOR SITE

ELECTRIC SERVICE
@ RELOCATE EX. GAS METER AS SHOWN
@ EX. TRASH ENCLOSURE TO REMAIN. SEE

ARCH PLANS FOR PROPOSED IMPROVEMENTS
(j) PROPOSED SAND/OIL INTERCEPTOR
@ INSTALL INLET OR FRENCH DRAIN &
CONNECT INTO EX. STORM DRAIN

BENCHMARK

THE BENCHMARK FOR THIS PROJECT IS CITY
OF EL CAJON BM #476, LOCATED AT THE

SOUTHEAST CORNER OF GRAVES AVENUE AND
HART DRIVE; ELEVATION 414.074 (NAVD88).

TOPOGRAPHY

THE EXISTING TOPOGRAPHY SHOWN HEREON IS

BASED ON AN AERIAL TOPOGRAPHIC SURVEY
FLOWN ON 8/19/2022.

FEMA NOTE

THE MAJORITY OF THE SITE FALLS IN ZONE AE,

EXCEPT FOR THE PORTION IN ZONE X IN THE
SOUTHWEST CORNER. THE BUILDING FINISH
FLOOR IS ABOUT 2' ABOVE THE FEMA BASE
FLOOD ELEVATION OF 413.5.
1· = 20·
10 20 40 60
Planning t Engineering t Mapping
PO~~ ~HC IS
D eve lopm e nt C , nsultant s, Inc.
1514 Jamacha Road, Suite 502-31 • El Cajon, CA 92019 • 619-248-2932 WAGNER
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AND THE DESIGNS INCORPORATED

HERBIN, AS AN INSTRUMENT OF
PROFESSION Al SERVICE, IS THE
PROPERTY Of WA.GNERARCEITECilJRE

GROUP AND TS NOT TO BE

USED IN WHOLE OR PART FOR

ANY O'JHERPROJECT WITHOUT TIIE

WRITTEN AUTIIORIZATION OF
WAGNER ARCIIlTECTURE GROUP.

HYUNDAI of El Cajon
1155 GRAVES AVE, EL CAJON, CA 92021
SHEET NO.

SHEET TITLE
DATE

REVISION/ DESCRIPTION
06/03/2022

CONCEPTUAL

GRADING PLAN
C1.2
ADDED FEMA FLOOD LINES 07/27/2022
ADDED SHEET 2 & NOTES 08/29/2022

CITY STORM WATER NOTES

ALL OPERATIONS SHAU COMPLY WITH THE CITY'S JURISDICTIONAL RUNOFF MANAGEMENT PROGRAM (JRMP) AND THE CITY'S STORM WATER ORDINANCE (MUNICIPAL CODE 13.10 AND 16.60) TO MINIMIZE OR ELIMINATE DISCHARGES OF POUUTANTS TO THE STORM DRAIN SYSTEM. OPERATIONS SHALL INCLUDE IMPLEMENTATION OF VEHICLE SERVICES BEST MANAGEMENT PRACTICES (BMPs) AS FOLLOWS:
a) ONLY RAIN IS PERMITTED TO ENTER THE STORM DRAIN SYSTEM. DISCHARGES (DIRECT

OR BY CONVEYANCE) OF TRASH, DEBRIS, VEHICLE FLUIDS, OR WASTEWATER (INCLUDING WASHING FLUIDS) TO THE STORM DRAIN SYSTEM ARE STRICTLY PROHIBITED.
b) SWEEP OR VACUUM TO CLEAN OUTDOOR AREAS (TRASH ENCLOSURES, SIDEWALKS AND PARKING LOTS). POWER WASHING IN OUTDOOR AREAS IS STRICTLY PROHIBITED. c) MAINTAIN PARKING AREA TO BE FREE FROM TRASH AND PETROLEUM LEAKS. d) PROVIDE SUFFICIENT TRASH RECEPTACLES.
e) DISPOSE OF WASTES PROPERLY.
f) ALL DUMPSTERS USED BY THIS PROJECT SHAU HAVE LOCKABLE LIDS. ALL LIDS ON

ALL OUMPSTERS SHALL REMAIN CLOSED WHILE DUMPSTER IS NOT DIRECTLY IN USE AND LOCKED AFTER BUSINESS HOURS. AU DUMPSTERS SHALL BE PROPERLY STORED INSIDE OF A BUILDING OR IN A COVERED TRASH ENCLOSURE. g) ALL TRASH ENCLOSURES MUST BE SECURED, COVERED WITH AN IMPERVIOUS ROOF,

AND CONSTRUCTED WITH A GRADE-BREAK ACROSS THE ENTIRE ENTRANCE IN

ACCORDANCE WITH THE REQUIREMENTS OF PUBLIC WORKS STORM WATER ATTACHMENT NO. 2 (AVAILABLE TO THE PUBLIC THROUGH THE CITY WEBSITE). THE

DESIGN OF THE ENCLOSURE SHOULD ACCOMMODATE A RECYCLING GREASE BIN IF ONE WILL BE USED AND STORED OUTDOORS.
h} VEHICLE WASHING LIQUIDS MUST BE CONTAINED AND DISPOSED OF IN THE SANITARY SEWER. VEHICLES MUST BE WASHED ONLY IN A COVERED AND CONTAINED WASH

AREA (CAR WASH) THAT DRAINS THROUGH AN APPROVED PRETREATMENT SYSTEM,

SUCH AS A SAND AND OIL SEPARATOR SYSTEM THAT IS CONNECTED TO THE SANITARY SEWER. NO WATER OR LIQUIDS SHALL BE DISCHARGED TO SURROUNDING

AREAS OTHER THAN THE MINOR AMOUNT OF CLEAN RINSE WATER THAT IS INCIDENTAL TO VEHICLES EXITING FROM THE CAR WASH. ANY SEWER CONNECTION SHAU BE PROTECTED FROM RAINWATER, EITHER DIRECT OR INDIRECT. i) ALL MAINTENANCE ACTIVITIES MUST BE CONDUCTED IN A COVERED AND CONTAINED BUILDING Tl/AT IS PROTECTED FROM RAINWATER, EITHER DIRECT DR INDIRECT.

MAINTENANCE AREAS SHALL DRAIN TO A SELF-CONTAINED SUMP OR THROUGH AN

APPROVED PRE-TREATMENT SYSTEM, SUCH AS A SAND AND OIL SEPARATOR SYSTEM, THAT IS CONNECTED TO THE SANITARY SEWER.
j} PROVIDE SPILL RESPONSE KITS FOR VEHICLE FLUID LEAKS AND OIL SPILLS. THE SPIU RESPONSE KIT MUST BE AVAILABLE AND QUICKLY ACCESSIBLE TO EMPLOYEES.

SIG NA GE MUST BE POSTED TO CLEARLY DENOTE THE LOCATION OF THE KIT. k) ALL MATERIALS, INCLUDING VEHICLE FLUIDS, MUST BE STORED IN A PROPERLY

COVERED AND CONTAINED AREA THAT WILL NOT BE EXPOSED TO RAINWATER, EITHER DIRECTLY OR INDIRECTLY.

I) ALL STORM WATER RUNOFF TREATMENT CONTROL MECHANISMS (CATCH BASINS, INLET HYDROCARBON FILTERS, LOW IMPACT DEVELOPMENT (LID) BMPs) EMPLOYED IN THE

PARKING LOTS USED BY THE BUSINESS SHALL BE MAINTAINED TO BE IN GOOD WORKING ORDER AND REPLACED AS NECESSARY. SEE MANUFACTURER'S RECOMMENDATONS FOR MAINTENANCE AND REPLACEMENT.
m) ALL "NO DUMPING" SIGNAGE SHALL BE MAINTAINED TO BE LEGIBLE AND REPLACED AS NECESSARY. A TEMP LA TE FOR PAINTING THE CONCRETE OR ASPHALT AROUND INLETS AND CATCH BASINS CAN BE PROVIDED BY THE CITY UPON REQUEST.

FOR PUBLIC WORKS REQUIREMENTS ON THIS PLANNING ACTION, PLEASE REFER TO THE CONDITIONS OF APPROVAL. THIS SITE PLAN MAY NOT CLEARLY SHOW EXISTING OR

PROPOSED IMPROVEMENTS IN THE PUBLIC RIGHT-OF-WAY AND SHOULD NOT BE USED FOR PUBLIC IMPROVEMENT CONSTRUCTION PURPOSES.

Planning t Engi 11~eering t Mapping
POh .,, ~-_ ~IS
.! ' D ev e lopm e nt Ct nsultant s, Inc.
2514 Jamacha Road, Suite 502-31 • El Cajon, CA 92019 • 619-248-2932 Wt\GNER
Ak(HITE(TUkE ,ttUP'
fUCllfk_lJM,_1tl
.......... 4A,_
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nns DOCUMENT AND THE IDEAS

AND THE DESIGNS INCORPORATED

HERBIN, AS AN INSTRUMENT OF
PROFESSION Al SERVICE, IS THE
PROPERTY Of WA.GNERARCEITECilJRE

GROUP AND TS NOT TO BE

USED IN WHOLE OR PART FOR

ANY O'JHERPROJECT WITHOUT TIIE

WRITTEN AUTIIORIZATION OF
WAGNER ARCIIlTECTURE GROUP.

UP
UP
BB
A

SHOWROOM
100

DELIVERY
101
F&I #1
102
F&I #2
103
F&I #3
104
F&I #4
105
F&I #5
106
F&I #6
107

STAIR A
108

STORAGE
109
BDC
111

CUSTOMER
LOUNGE
112

SERVICE

ADVISORS
113

SERVICE

RECEPTION
114

SERVICE

MANAGER
115

CASHIER/RETAIL
120
BOUT.
117

STAIR B
116
MENS
119

TECH RESTROOM
121

SPECIAL TOOLS
123

PARTS COUNTER
122
1,963 SF
PARTS

STORAGE
124
NIGHT

DROP OFF

SERVICE

WORKSHOP
125

EXPRESS

SERVICE
126

EV STORAGE
127

ALIGNMENT

WORK STALLS
128

EQUIPMENT
129

ELEC ROOM
130

WORK STALLS
131
SALES

MANAGERS
110
WOMENS
132

JANITOR
133

STORAGE
110B

FIRE RISER
124A
|
HYUNDAI of El Cajon
1155 GRAVES AVE, EL CAJON, CA 92021

THIS DOCUMENT AND THE IDEAS

AND THE DESIGNS INCORPORATED

HEREIN, AS AN INSTRUMENT OF

PROPERTY OF WAGNER ARCHITECTURE

GROUP AND IS NOT TO BE

USED IN WHOLE OR PART FOR

ANY OTHER PROJECT WITHOUT THE

WRITTEN AUTHORIZATION OF
WAGNER ARCHITECTURE GROUP.

PROFESSIONAL SERVICE, IS THE
SHEET NO.

SHEET TITLE
DATE

REVISION/ DESCRIPTION
05/19/2022
0 20 10 40 60
APPROVED BY:

SERVICE

SERVICE
DRIVE
PARTS

HYUNDAI

SHOWROOM
N.V.D.

CAR WASH

EXPRESS
LUBE

DISPLAY PARKING
(IN HATCH AREA)

INVENTORY PARKING
(SHOWN DASHED)

INVENTORY PARKING
(SHOWN DASHED)

REQUIRED

OFF-STREET PARKING

DISPLAY

VEHICLES

DISPLAY

VEHICLES

DISPLAY

VEHICLES

DISPLAY

VEHICLES

DISPLAY

VEHICLES

DISPLAY

VEHICLES

PLANTING NOTES

1. ALL EXISTING TREES WITHIN THE PROPERTY LINES SHALL BE PROTECTED IN PLACE.

NO TREES SHALL BE REMOVED AS A PART OF THIS PERMIT UNLESS OTHERWISE INDICATED. LANDSCAPE CONTRACTOR TO VERIFY EXISTING TREES AT LOCATION OF PROPOSED ENCLOSURE AND ANTENNAS. IF EXISTING TREES (INDICATED TO REMAIN)

ARE REMOVED OR DAMAGED DURING CONSTRUCTION, CONTRACTOR TO REPLACE WITH LIKE SPECIES.

2. ALL FERTILIZERS AND AMENDMENTS USED DURING PLANTING PREPARATION SHALL

BE DERIVED FROM ORGANIC-BASED MATERIALS AS A BEST MANAGEMENT PRACTICE FOR STORM WATER SOURCE CONTROL. NO SEWAGE SLUDGE IS ALLOWED.

3. A 3" DEEP LAYER OF APPROVED ORGANIC MULCH SHALL BE APPLIED TO COVER THE SOIL AFTER THE PLANTING IS COMPLETE.

DIG-ALERT NOTE

1. CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT BEFORE START OF CONSTRUCTION (2 WORKING DAYS OR 48 HOURS). CONTRACTOR SHALL VERIFY EXISTING LOCATION OF UTILITIES AS NECESSARY TO IDENTIFY LOCATION.

MAINTENANCE NOTES:

ALL REQUIRED LANDSCAPED AREAS SHALL SATISFY THE
FOLLOWING MAINTENANCE REQUIREMENTS. AS NOTED

ELSEWHERE IN THIS CHAPTER, THERE ARE ADDITIONAL

MAINTENANCE REQUIREMENTS FOR LANDSCAPES APPROVED BY

A LANDSCAPE DOCUMENTATION PACKAGE AND CERTIFICATE OF
COMPLETION.

ALL PLANT MATERIAL IN REQUIRED LANDSCAPED AREAS SHALL

BE SUFFICIENTLY WATERED AND PERIODICALLY FERTILIZED TO
ESTABLISH AND MAINTAIN HEALTHY GROWTH.

ALL LANDSCAPED AREAS SHALL BE MAINTAINED IN A NEAT,

LITTER AND WEED FREE CONDITION AND ALL PLANTS SHALL BE
PRUNED AND TRIMMED AS NECESSARY.

UPON NOTIFICATION BY THE PLANNING DIVISION, ALL PLANT

MATERIALS THAT HAVE DIED OR HAVE FAILED TO SHOW HEALTHY

GROWTH SHALL BE REPLACED BY PLANTS OF THE SAME OR
SIMILAR SPECIES. REPLACEMENT BY MORE DROUGHT RESISTANT
PLANTS MAY ALSO BE APPROVED.

MAINTENANCE SHALL INCLUDE REGULAR INSPECTION,

ADJUSTMENT, REPAIR AND REPLACEMENT OF THE IRRIGATION

SYSTEM, INCLUDING MAKING SEASONAL CHANGES TO THE
IRRIGATION CONTROLLER.

CITY NOTE

ALL LANDSCAPING SHALL INCLUDE PERMANENT UNDERGROUND IRRIGATION SYSTEM WITH AUTOMATIC IRRIGATION CONTROLLER AND WEATHER SENSOR. SHRUBS AND

GROUND COVERS SHALL BE SERVED LOW VOLUME IRRIGATION WHERE PLANTINGS ARE SHOWN. ALL LANDSCAPE AND IRRIGATION SHALL COMPLY WITH THE REQUIREMENTS OF CHAPTER 17.195 EXCEPT AS MODIFIED BY THE SPECIFIC PLAN.

HART DRIVE
GRAVES AVE.

BOULDER NOTE

EXISTING BOULDERS RECOVERED ON SITE TO BE UTILIZED ALONG GRAVES AVENUE FRONTAGE. TOTAL SQUARE FOOTAGE COVERED BY EXISTING BOULDERS: 140 lf±.

ADDITIONAL BOULDERS REQUIRED TO COVER REMAINING 250 lf±. DISTANCE BETWEEN BOULDERS: 5'-6"±. EXISTING BOULDER SIZES:
(8)4'X4'±
(3)4'X3'±
(3)3'x3'±
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CS Design Group, Inc.

Urban Design, Landscape Architecture ,Site Planning
6965 El Camino Real, Suite 105-482
San Diego, California 92009
t. (760) 272-5742
[email protected]
PROPOSED Pl ANT MATERIAi KEY
El!ISIING I 6tilCW:6elt:IG
0 ftIDANICAI NAMf COMMCJ1 NA.NF WI!<[
Ardiontophcenb: til1111•ondroe King Palma 4
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Plttosporum t. 'Wheeler' Dwarf' Variegated Pittoaporum 4.'N4.' 5 Gal 60" o.c.

Rhophlolapl11 1. 'Sprlngtma' lndlan Howthc,m 4.'N,4.' 5 Gal 60" o.c.

CITY OF EL CAJON
PERMIT ND.

APPLICANT:

ASSESSOR PARCEL NUMBER:

REQUEST:

PC RESOLUTION Nu-____ _
CC RESOLUTION Nu-___ _
ORDINANCE No. DATE:

N
SCALE: 1"=20'-0"
~NER

ARCHITECTURE GROUP
815 Civic center Drive, suite 101
Oceanside, CA 92054
760.967,0511
wagnerArchitecture.com

PRELIMINARY

LANDSCAPE
PLAN
L-1
UP
UP
101
Room Name
101
1i
1t

ROOM NAME & NUMBER
WALL TYPE TAG, RE: WALL DETAILS
ON SHEETS A6.0.1 THRU A6.0.3
DOOR TYPE TAG, RE: DOOR SCHEDULE
ON SHEET A8.1
WINDOW TYPE TAG, RE: WINDOW TYPES
ON SHEETS A8.3 & A8.4
X
#
X
#

ENLARGED FLOOR PLAN

OR DETAIL REFERENCE

BUILDING SECTION

REFERENCE
(SECTION JOG)
(DETAIL REFERENCE)
1 1
FF
A5.2
1 2
2 9
9 BB
EE
A A
83 CC
DD
4 4
7 7
6 6
5 5
D.9

1.1 1.1
B.1

1.9 1.9 3.7PD-5.1
2 165'-4"
165'-4"
9'-4" 32'-8" 44'-8" 32'-8" 46'-0"
206'-8"
40'-0" 54'-0" 58'-0" 54'-8"
0'-8" 3'-4" 2'-0" 10'-0" 2'-8" 10'-0" 2'-8" 10'-0" 4'-8" 4'-8"10'-0"2'-8"10'-0"2'-8"10'-0"2'-0"3'-4"0'-8"
46'-0"
110'-0"
9'-7" 9'-6" 9'-7"
40'-0" 28'-8" 34'-8" 75'-4" 28'-0"
26'-8" 22'-0" 26'-8"2'-10" 10'-0" 3'-8" 10'-0" 2'-2"
14'-0"
2'-0" 15'-8"
4'-0" 4'-2" 4'-0" 2'-1"12'-1" 1'-6"
19'-2"
9'-6"
6'-5"
14'-6"
13'-8" 12'-0" 12'-0" 12'-0" 4'-0" 12'-0" 12'-0" 12'-0" 12'-0" 4'-0" 13'-8" EQ EQ

SHOWROOM
100

DELIVERY
101
F&I #1
102
F&I #2
103
F&I #3
104
23'-0" 12'-0" 4'-11" 12'-0"
F&I #4
105
F&I #5
106
F&I #6
107

STAIR A
108

STORAGE
109
BDC
111

CUSTOMER
LOUNGE
112

SERVICE

ADVISORS
113

SERVICE

RECEPTION
114

SERVICE

MANAGER
115

CASHIER/RETAIL
120
BOUT.
117

STAIR B
116
MENS
119

TECH RESTROOM
121

SPECIAL TOOLS
123

PARTS COUNTER
122
1,963 SF
PARTS

STORAGE
124

SERVICE

WORKSHOP
125

EXPRESS

SERVICE
126

EV STORAGE
127

ALIGNMENT

WORK STALLS
128

EQUIPMENT
129

ELEC ROOM
130

WORK STALLS
131
37'-8" 12'-0" 56'-0" 13'-8" 46'-0"
23'-0" 12'-0" 5'-4" 12'-0" 8'-5" 25'-5" 18'-1" 15'-1"
4'-0"
5'-6"
2'-0" 10'-5" 2'-0"
6'-0"7'-11"
1'-6" 4'-0" 2'-0"
10'-6"
5'-0"
5'-0"5'-6"
SALES

MANAGERS
110
WOMENS
132
6'-0"2'-0"4'-6"1'-6"

JANITOR
133
20'-4" 3'-4"1'-6" 8'-0" 1'-6"

STORAGE
110B
4'-0"
3'-0" 3'-0"4'-0" 4'-0"
5'-0" 1'-0"
12'-0"
6'-0"
8'-3"
6'-0"

FIRE RISER
124A
18'-4" 9'-8"
CLR.
4'-0"
5'-0"3'-0"4'-0"10'-0"
10'-0"
12'-5"
10'-5"
7'-0" 9'-0" 6'-6" 9'-0" 6'-6" 9'-0" 7'-0"
5'-0 1/2" 6'-1 1/2"
E F G
DC
B
A
ELEV.

AA
BB
CC
DD
EE
FF
GG
2'-0"
2'-0"
2'-0"
2'-0"
HH
II
JJ JJ
JJ JJ
H H H
H
HHHHH101A 101B
101C
101D
102 103 104
105 106 107
100A
101B
101C 114A
114B
114C
114D
114E
114F
114G
114H
114I
113A
113B
115
113C
110A
110B 111B
111A 109
116B
133
116A
112
132119
120
121
122
123
124A 124B 124C 125A 125B
125D
125C
126A
126B
126C
126D
126E
126F
126G
126H
127B
127A
130
125F
125E
14'-0"
17'-4" 17'-4"
128A
128B
128C
128D
131A
131B
H
H
2'-8" 10'-0" 2'-0" 20'-0" 15'-6" 3'-4"
2'-9 1/4"
20'-0"
2'-9 1/4"
20'-0"
2'-9 1/2"
3'-4" 3'-4" 8'-0" 3'-6" 3'-4" 2'-0" 10'-0" 2'-8" 10'-0" 2'-8" 10'-0" 4'-8" 7'-8" 3'-4" 6'-0" 3'-4" 7'-8"7'-2 5/8" 3'-4" 5'-6 5/8" 3'-4" 7'-10 5/8" 18'-4" 3'-4" 3'-4" 1'-6 5/8"
3'-4" 6'-6 5/8" 3'-4" 8'-2 5/8"
7'-5 1/8" 3'-4" 14'-10 7/8" 3'-4" 14'-11 3/8" 3'-4" 7'-4 5/8" 4'-8"10'-0"2'-8"10'-0"2'-8"10'-0"2'-0"3'-4"
0'-8"
1 PL-5.1
1 PL-5.1
2 PL-5.1
2 PL-5.1
PL-4.1
3 PL-4.1
2 PL-4.1
1 SHEET TITLE:

SHEET NO:

PERMIT NO:

THIS DOCUMENT AND THE IDEAS

AND THE DESIGNS INCORPORATED

HERIN, AS AN INSTRUMENT OF

PROFESSIONAL SERVICE, IS THE

PROPERTY OF WAGNER

ARCHITECTURE GROUP AND IS NOT

TO BE USED IN WHOLE OR PART

FOR ANY OTHER PROJECT

WITHOUT AUTHORIZATION OF
WAGNER ARCHITECTURE GROUP 2
06/30/23
NROIF
IA
COF A
S
TAT
E L
DNCE S
LI
C-37450
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BRYAN

MAC DERMOTT

CICHTAR
ET

RENEWAL
DATE

HYUNDAI OF EL CAJON
(MAIN BLDG.) 1ST

LEVEL - FLOOR
PLAN
PL-2.1
09/05/2022PLANNING SUBMITTAL
Project Number
1155 GRAVES AVE., EL CAJON, CA 92021
LEGEND
SCALE: 3/32" = 1'-0" PL-2.1
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Room Name
101
1i
1t

ROOM NAME & NUMBER
WALL TYPE TAG, RE: WALL DETAILS
ON SHEETS A6.0.1 THRU A6.0.3
DOOR TYPE TAG, RE: DOOR SCHEDULE
ON SHEET A8.1
WINDOW TYPE TAG, RE: WINDOW TYPES
ON SHEETS A8.3 & A8.4
X
#
X
#

ENLARGED FLOOR PLAN

OR DETAIL REFERENCE

BUILDING SECTION

REFERENCE
(SECTION JOG)
(DETAIL REFERENCE)
1 1
FF
2 2
9 9
BB
EE
A A
8 8
3 3
CC
DD
4 4
7 7
6 6
5 5
D.9

1.1 1.1
B.1

1.9 1.9 3.7
206'-8"
54'-0" 58'-0" 54'-8"
119'-4" 46'-0"
46'-0"119'-4"
41'-11" 10'-0" 8'-10" 5'-5" 10'-5" 10'-5" 5'-5" 26'-11" 8 OPEN OFFICE
201
OFFICE
204
537.12 SF

OPEN OFFICE
216
531.74 SF

TRAINING
ROOM
217
28'-8" 34'-8"
TECH

RESTROOMS
214B
1,872.11 SF
PARTS

STORAGE
202
18'-5" 15'-10"
WOMENS
212
MENS
213
OFFICE
203
28'-8"
1'-0" 8'-0"

OPEN TO
BELOW

OPEN TO
BELOW

ATTIC SPACE
OFFICE
206

IT ROOM / FILE

STORAGE
207
OFFICE
209
OFFICE
208
OFFICE
210
OFFICE
211

TECH LOCKERS
214A

HALLWAY
215

STAFF LOCKERS
218

MECHANICAL
DECK
219

OIL/COMPRESSOR
221
9'-4" 9'-11" 15'-7" 26'-3" 9'-5" 16'-6" 15'-10" 16'-6"
5'-5" 21'-0" 21'-0" 15'-11"
63'-4"
28'-0"
13'-0"
LL
MM
NN
OO
KK
I J K
3'-10" 8'-0" 5'-8" 8'-0" 3'-2"
LM
PL-4.1
4 1
PL-5.1
1 PL-5.1
2 PL-5.1
2 PL-5.1
PL-4.1
2 PL-4.1
3 PL-4.1
1 SHEET TITLE:

SHEET NO:

PERMIT NO:

THIS DOCUMENT AND THE IDEAS

AND THE DESIGNS INCORPORATED

HERIN, AS AN INSTRUMENT OF

PROFESSIONAL SERVICE, IS THE

PROPERTY OF WAGNER

ARCHITECTURE GROUP AND IS NOT

TO BE USED IN WHOLE OR PART

FOR ANY OTHER PROJECT

WITHOUT AUTHORIZATION OF
WAGNER ARCHITECTURE GROUP 2
06/30/23
NROIF
IA
COF A
S
TAT
E L
DNCE S
LI
C-37450
E
BRYAN

MAC DERMOTT

CICHTAR
ET

RENEWAL
DATE

HYUNDAI OF EL CAJON
(MAIN BLDG.) 2ND

LEVEL - FLOOR
PLAN
PL-2.2
09/05/2022PLANNING SUBMITTAL
Project Number
1155 GRAVES AVE., EL CAJON, CA 92021
LEGEND
SCALE: 3/32" = 1'-0" PL-2.2
SECOND LEVEL FLOOR PLAN (MAIN BLDG.) 1
REV / DESCRIPTION:

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6 6
5 5
D.9

1.1 1.1
B.1

1.9 1.9 3.7
40'-0" 54'-0" 58'-0" 54'-8"
32'-8" 44'-8" 32'-8"
165'-4"
46'-0"9'-4"
9'-4" 32'-8" 44'-8" 32'-8" 46'-0"
165'-4"
40'-0" 63'-4" 75'-4" 28'-0"
28'-8" 34'-8"
107'-8"
1/4" / 1'-0"
T.O.S. 22'-7 3/4" T.O.S. 22'-1"
T.O.P. 24'-0"
T.O.P. 24'-0"
18'-6 1/2"
T.O.S. 20'-8" T.O.S. 19'-1 1/2"
T.O.S. 19'-1 1/2"
T.O.S. 18'-6 1/2"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
1/4" / 1'-0"
T.O.S. 27'-0 1/4"
T.O.S. 26'-1 1/4"
T.O.P. 28'-0"
T.O.P. 28'-0"
T.O.S. 27'-0 1/4"
T.O.S. 26'-1"
T.O.S. 26'-1"
T.O.P. 28'-4"
T.O.S. 24'-9 1/4"
T.O.S. 19'-1 1/2" T.O.S. 19'-1 1/2"
T.O.S. 19'-1 1/2"

DOWNSPOUT

DOWNSPOUT

CRICKET
1/8" / 1'-0"
3/8" / 1'-0" 3/8" / 1'-0"
T.O.S. 14'-8 3/4"
T.O.P. 20'-4"
T.O.S. 16'-2 3/4" T.O.S. 16'-2 3/4"
T.O.S. 14'-8 3/4"
T.O.P. 20'-4"
T.O.P. 20'-4"
T.O.P. 24'-2"
T.O.P. 24'-4"
T.O.P. 24'-4"
T.O.S. 20'-0" T.O.S. 20'-0"
T.O.P. 24'-4"
T.O.P. 24'-4"
T.O.S. 21'-0"
T.O.S. 21'-0"
PL-4.1
4 1
PL-5.1
1 PL-5.1
2 PL-5.1
2 PL-5.1
SHEET TITLE:

SHEET NO:

PERMIT NO:

THIS DOCUMENT AND THE IDEAS

AND THE DESIGNS INCORPORATED

HERIN, AS AN INSTRUMENT OF

PROFESSIONAL SERVICE, IS THE

PROPERTY OF WAGNER

ARCHITECTURE GROUP AND IS NOT

TO BE USED IN WHOLE OR PART

FOR ANY OTHER PROJECT

WITHOUT AUTHORIZATION OF
WAGNER ARCHITECTURE GROUP 2
06/30/23
NROIF
IA
COF A
S
TAT
E L
DNCE S
LI
C-37450
E
BRYAN

MAC DERMOTT

CICHTAR
ET

RENEWAL
DATE

HYUNDAI OF EL CAJON
(MAIN BLDG.) ROOF
PLAN
PL-3.1
09/05/2022PLANNING SUBMITTAL
Project Number
1155 GRAVES AVE., EL CAJON, CA 92021
SCALE: 3/32" = 1'-0" PL-3.1
ROOF PLAN (MAIN BLDG.) 1
REV / DESCRIPTION:

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2'124 South El Carnine, Real, Suite 200
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760.967.0511
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FIRST FLOOR
0'-0"
T.O. PARAPET (WORKSHOP)
24'-0"

F BE AC
T.O. PARAPET (SHOWROOM)
28'-0"

SECOND FLOOR
13'-0"
D
T.O. PARPET (SER. REC.)
20'-0"
D.9 B.1

NEW EIFS FINISH, COLOR TO
MATCH SW #9111 "ANTLER
VELVET", SANDBLAST FINISH

NEW EIFS FINISH, COLOR TO
MATCH SW #6104 "KAFFEE",

SANDBLAST FINISH

OVERHEAD GLAZED DOOR,

CLEAR GLAZING WITH CLEAR

ANODIZED ALUMINUM FRAME

AND MULLIONS
SW #911 "ANTLER
VELVET" SEMI-GLOSS

FINISH TO METAL

DOORS, FRAMES AND
TRIM, TYP.
10'-0"
P-1
P-2

ACM REVEAL
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"

FIRST FLOOR
0'-0"
T.O. PARAPET (WORKSHOP)
24'-0"

FB EA C
T.O. PARAPET (SHOWROOM)
28'-0"

SECOND FLOOR
13'-0"
D
T.O. PARPET (SER. REC.)
20'-0"
D.9B.1
12'-0" 4'-0" 4'-0"
12'-0"16'-0"
8'-0"20'-0"
20'-0"
8'-0"12'-0"
2'-0"10'-0"
"SHAPED SKY ACM PANELS,

AS MANUF BY AGI, INSTALLED

OVER BLACK ACM PANELS,

DRY JOINT

ALUMINUM FRAMED EXTERIOR GLAZING SYSTEM,

BUTTE JOINT, CLEAR ANODIZED MULLION FINISH
WITH "VITRO SOLARBAN 72 ON STARPHIRE
GLASS AND CLEAR GLASS INTERIOR LITE"

OVERHEAD GLAZED DOOR,

CLEAR GLAZING WITH CLEAR

ANODIZED ALUMINUM FRAME

AND MULLIONS
"SHAPED SKY ACM PANELS,

AS MANUF BY AGI, INSTALLED

OVER BLACK ACM PANELS,

DRY JOINT

NEW EIFS FINISH, COLOR TO
MATCH SW #9111 "ANTLER
VELVET", SANDBLAST FINISH
18'-0"
5'-0"
5'-0"
5'-0"
ACM-1
ACM-3

ACM REVEAL

FIRST FLOOR
0'-0"
T.O. PARAPET (WORKSHOP)
24'-0"
129 8 3
T.O. PARAPET (SHOWROOM)
28'-0"

SECOND FLOOR
13'-0"
47 T.O. PARPET (SER. REC.)
20'-0"
6 5 1.11.93.7

ALUMINUM FRAMED

EXTERIOR GLAZING SYSTEM,

CLEAR ANODIZED MULLION

FINISH WITH CLEAR GLASS
SW #911 "ANTLER
VELVET" SEMI-GLOSS

FINISH TO METAL

DOORS, FRAMES AND
TRIM, TYP.
"SHAPED SKY ACM PANELS,

AS MANUF BY AGI, INSTALLED

OVER BLACK ACM PANELS,

DRY JOINT
VEHICLE LOADING DOOR.

ALUMINUM FRAMED EXTERIOR
SWING + BI-FOLD DOOR,

CLEAR ANODIZED MULLION
FINISH WITH "VITRO
SOLARBAN 72 ON STARPHIRE

GLASS AND CLEAR GLASS
INTERIOR LITE"

ALUMINUM FRAMED EXTERIOR

GLAZING SYSTEM, CLEAR

ANODIZED MULLION FINISH

WITH CLEAR GLASS

NEW EIFS FINISH, COLOR TO
MATCH SW #9111 "ANTLER
VELVET", SANDBLAST FINISH

OVERHEAD HIGH SPPED

GLAZED DOOR, CLEAR GLAZING

WITH CLEAR ANODIZED

ALUMINUM FRAME AND

MULLIONS

ALUMINUM FRAMED EXTERIOR

GLAZING SYSTEM, CLEAR

ANODIZED MULLION FINISH

WITH CLEAR GLASS

NEW EIFS FINISH, COLOR TO
MATCH SW #9111 "ANTLER
VELVET", SANDBLAST FINISH

NEW EIFS FINISH, COLOR TO
MATCH SW #6104 "KAFFEE",

SANDBLAST FINISH

ALUMINUM FRAMED EXTERIOR GLAZING SYSTEM,

BUTTE JOINT, CLEAR ANODIZED MULLION FINISH
WITH "VITRO SOLARBAN 72 ON STARPHIRE
GLASS AND CLEAR GLASS INTERIOR LITE"
20'-0" 8'-0"
28'-0"
11'-10 3/4"
10'-0" 2'-0" 8'-0"
4'-0"

ACM REVEAL
4'-0" 4'-0" 4'-0" 4'-0" 4'-0"

FIRST FLOOR
0'-0"
T.O. PARAPET (WORKSHOP)
24'-0"
1 2 983
T.O. PARAPET (SHOWROOM)
28'-0"

SECOND FLOOR
13'-0"
4 7
T.O. PARPET (SER. REC.)
20'-0"
6 51.1 1.9 3.7

ALUMINUM FRAMED

EXTERIOR GLAZING SYSTEM,

CLEAR ANODIZED MULLION

FINISH WITH CLEAR GLASS
SW #911 "ANTLER
VELVET" SEMI-GLOSS

FINISH TO METAL

DOORS, FRAMES AND
TRIM, TYP.
12'-0"16'-0"
4'-1 1/4"11'-10 3/4"
"SHAPED SKY ACM PANELS,

AS MANUF BY AGI, INSTALLED

OVER BLACK ACM PANELS,

DRY JOINT
VEHICLE LOADING DOOR.

ALUMINUM FRAMED EXTERIOR
SWING + BI-FOLD DOOR,

CLEAR ANODIZED MULLION
FINISH WITH "VITRO
SOLARBAN 72 ON STARPHIRE

GLASS AND CLEAR GLASS
INTERIOR LITE"

OVERHEAD GLAZED DOOR,

CLEAR GLAZING WITH CLEAR

ANODIZED ALUMINUM FRAME

AND MULLIONS

NEW EIFS FINISH, COLOR TO
MATCH SW #9111 "ANTLER
VELVET", SANDBLAST FINISH

OVERHEAD HIGH SPPED

GLAZED DOOR, CLEAR GLAZING

WITH CLEAR ANODIZED

ALUMINUM FRAME AND

MULLIONS

ALUMINUM FRAMED EXTERIOR

GLAZING SYSTEM, CLEAR

ANODIZED MULLION FINISH

WITH CLEAR GLASS

NEW EIFS FINISH, COLOR TO
MATCH SW #9111 "ANTLER
VELVET", SANDBLAST FINISH

NEW EIFS FINISH, COLOR TO
MATCH SW #6104 "KAFFEE",

SANDBLAST FINISH

ALUMINUM FRAMED EXTERIOR GLAZING SYSTEM,

BUTTE JOINT, CLEAR ANODIZED MULLION FINISH
WITH "VITRO SOLARBAN 72 ON STARPHIRE
GLASS AND CLEAR GLASS INTERIOR LITE"
8'-2"
12'-0"

ACM REVEAL
4'-0"4'-0"4'-0"4'-0"4'-0"4'-0"
SHEET TITLE:

SHEET NO:

PERMIT NO:

THIS DOCUMENT AND THE IDEAS

AND THE DESIGNS INCORPORATED

HERIN, AS AN INSTRUMENT OF

PROFESSIONAL SERVICE, IS THE

PROPERTY OF WAGNER

ARCHITECTURE GROUP AND IS NOT

TO BE USED IN WHOLE OR PART

FOR ANY OTHER PROJECT

WITHOUT AUTHORIZATION OF
WAGNER ARCHITECTURE GROUP 2
06/30/23
NROIF
IA
COF A
S
TAT
E L
DNCE S
LI
C-37450
E
BRYAN

MAC DERMOTT

CICHTAR
ET

RENEWAL
DATE

HYUNDAI OF EL CAJON
(MAIN BLDG.)

EXTERIOR

ELEVATIONS
PL-4.1
09/05/2022PLANNING SUBMITTAL
Project Number
1155 GRAVES AVE., EL CAJON, CA 92021
SCALE: 3/32" = 1'-0" PL-4.1
EAST ELEVATION (MAIN BLDG.) 1
SCALE: 3/32" = 1'-0" PL-4.1
WEST ELEVATION (MAIN BLDG.) 2
SCALE: 3/32" = 1'-0" PL-4.1
NORTH ELEVATION (MAIN BLDG.) 3
SCALE: 3/32" = 1'-0" PL-4.1
SOUTH ELEVATION (MAIN BLDG.) 4

GENERAL ELEVATION NOTES
A. REFER TO CIVIL FOR GRADING REQUIREMENTS
B. REFER TO STRUCTURAL FOR FOUNDATION REQUIREMENTS
C. ALL ROOFTOP MECHANICAL EQUIPMENT SHALL BE SCREENED
REV / DESCRIPTION:
----------+---------------
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~GNER

ARCHITECTURE GRO UP
2'124 South El Carnine, Real, Suite 200
Ouirnsicie, CA 92054
760.967.0511
WagnerArch itecture.rnm
.-,,
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C
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FIRST FLOOR
0'-0"
1 2 983
T.O. PARAPET (SHOWROOM)
28'-0"

SECOND FLOOR
13'-0"
4 7
T.O. PARPET (SER. REC.)
20'-0"
651.1 1.9 3.7
T.O.P.
15'-0"

SHOWROOM
100

CUSTOMER
LOUNGE
112

SERVICE

WORKSHOP
125

WORK STALLS
128

HALLWAY
215
21'-0"
8'-0"4'-0"9'-0"
3'-5"
14'-0"CLR.

FIRST FLOOR
0'-0"
T.O. PARAPET (WORKSHOP)
24'-0"
1 2 983
T.O. PARAPET (SHOWROOM)
28'-0"

SECOND FLOOR
13'-0"
4 7
T.O. PARPET (SER. REC.)
20'-0"
651.1 1.9 3.7
T.O.P.
15'-0"

SHOWROOM
100

SERVICE

ADVISORS
113

SERVICE

MANAGER
115

JANITOR
133

STAIR B
116

SERVICE

WORKSHOP
125

EV STORAGE
127

OIL/COMPRESSOR
221
Room
222

TRAINING ROOM
217

OPEN OFFICE
216
8'-0"4'-0"9'-0"
14'-0"CLR.

SHEET TITLE:

SHEET NO:

PERMIT NO:

THIS DOCUMENT AND THE IDEAS

AND THE DESIGNS INCORPORATED

HERIN, AS AN INSTRUMENT OF

PROFESSIONAL SERVICE, IS THE

PROPERTY OF WAGNER

ARCHITECTURE GROUP AND IS NOT

TO BE USED IN WHOLE OR PART

FOR ANY OTHER PROJECT

WITHOUT AUTHORIZATION OF
WAGNER ARCHITECTURE GROUP 2
06/30/23
NROIF
IA
COF A
S
TAT
E L
DNCE S
LI
C-37450
E
BRYAN

MAC DERMOTT

CICHTAR
ET

RENEWAL
DATE

HYUNDAI OF EL CAJON
(MAIN BLDG.)

BUILDING

SECTIONS
PL-5.1
09/05/2022PLANNING SUBMITTAL
Project Number
1155 GRAVES AVE., EL CAJON, CA 92021
SCALE: 3/32" = 1'-0" PL-5.1
BUILDING SECTION - THRU GRIDS B & C (MAIN BLDG.) 1
SCALE: 3/32" = 1'-0" PL-5.1
BUILDING SECTION - THRU GRIDS B & C ALONG GRID B (MAIN BLDG.) 2 REV / DESCRIPTION:
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~GNER

ARCHITECTURE GROUP
2'124 South El Carnine, Real, Suite 200
0uirnsicie, CA 92054
760.967.0511
WagnerArch itecture.rnm
.-,,
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STANDARD CONDITIONS OF DEVELOPMENT
(Planning Commission Resolution No. 10649)

All projects approved by the Planning Commission shall comply with the following standard conditions , unless specifically exempted by the Commission or Council.

A. GENERAL

1. The applicant shall comply with the school impact fee requirements of the Grossmont Union High School Districts, Cajon Valley, and La Mesa -Spring Valley School Districts when applicable.

2. For projects that require a grading permit and excavate more than three feet into native soils, and prior to the issuance of a Building Permit, the applicant shall submit a letter to the Planning Manager agreeing to suspend construction in the vicinity of a cultural resource encountered during development of the site, and leave the resource in place until a qualified archaeologist can examine them and determine appropriate mitigation measures. All fees and expenses for the retaining of a qualified archaeologist shall be paid by th e applicant and shall not be at City expense. The applicant shall agree to comply with mitigation measures recommended by the archaeologist and approved by the Planning Manager.

B. PROJECT SITE

1. The applicant shall comply with all regulations and code requirements of the Building and Fire Safety Division, Public Works Department, the Police Department and any other agencies requiring review of the project. If required, these agencies shall be supp lied copies of the final building and site plans.

2. All landscape areas that adjoin parking spaces, driveways, vehicular circulation areas, or the public right -of-way shall be protected from encroachment by vehicles in a manner that also complies with st ate storm water regulations, which require storm water to be discharged to landscaped areas in order to reduce or eliminate the discharge of pollutants. The method of protection shall be determined by the Deputy Director of Public Works. The approved metho d may include six -inch high curb segments, wheel stops, decorative rock bands, or other methods determined to be acceptable by the Deputy Director of Public Works.

3. Environmental and engineering studies, as directed by the Planning Manager, must be complete and on file prior to commencement to plan checking. Developer shall install off-street improvements determined necessary by the City Engineer to provide safe traffic conditions.

4. Developer shall underground existing and required on and off-site utilities as specified in Chapter 15 of the Municipal Code, or as deemed necessary by the City Engineer. 2 5. All development projects shall comply with Title 12 (Streets and Sidewalks), and Title 13 (Water, Sewers, Grading, Erosion and Storm Water) of the El Cajon Municipal Code as determined by the City Engineer.

6. All retaining wall s visible from public right-of-ways shall include decorative elements, subject to approval by the Planning Division.

7. The design of any masonry sound wall shall be approved by the Planning Division. Such walls shall match or be architecturally compatible with existing sound walls of neighboring projects along that street. All masonry walls shall have a trim cap.

C. ARCHITECTURE

1. All exterior materials and colors used in this project shall be in conformance with the materials and color samples approved as a part of this application.

2. All mechanical, and/or roof mounted equipment shall be architecturally screened from public view.

3. All trash /recycling enclosures shall be constructed of masonry material with view- obscuring doors . The enclosure shall include materials and colors consistent with the primary building and meet app ropriate Storm Water Division requirements. Required roofs shall match elements of the primary building and shall include a fascia trim.

4. All vents, gutters, downspouts, flashing , electrical conduits, etc., shall be painted or finished to match the color of the adjacent surface , unless otherwise directed by the Planning Commission.

5. Soffits and other architectural elements visible from view but not detailed on the plans shall be finished in a manner that is architecturally compatible with the exterior of the building.

6. Finish quality of approved exterior design elements shall be subject to approval of the Planning Division prior to issuance of Certificate of Occupancy.

7. Any decorative elements around the base of a building (stone veneer or tile, etc.) shall be finished with a decorative cap or trim piece.

D. LANDSCAPING

1. Specific landscaping for screening shall have an appearance of mature growth subject to a field check and approval by the Planning Division prior to the issuance of a Certificate of Occupancy.

2. All existing trees to remain shall be shown on the grading plan.

3 3. The area under the drip line of all existing trees that are to remain shall be protected during construction by a fence or other acceptable means. Grading shall be restricted under the trees to prevent soil compaction and to prevent root damage.

4. All sloped banks greater than three (3) feet in vertical height and 2:1 or greater slope shall be landscaped and irrigated for erosion control and to soften their appearance as follows: deep-rooting grasses, ground cover and shrubs . Shrubbery shall be a minimum one-gallon size and shall have a minimum separation of one (1) times the mature width and on slopes of 10 feet or more in vertical height shall include, a minimum of one (1) tree for every 600 square feet of the total slope are a. Trees shall be a minimum five- gallon size and shall be spaced a minimum of 30 feet apart. Trees and shrubs shall be planted in staggered clusters to soften and vary the slope plane. Slope planting required by this condition shall include a permanent ir rigation system to be installed by the developer prior to occupancy.

5. All landscaping shall be maintained in good growing condition. Such maintenance shall include, where appropriate, pruning, mowing, weeding, cleaning of debris and trash, fertilizing and regular watering. Whenever necessary, dead or dying plants shall be replaced with other plant materials to ensure continued compliance with applicable landscaping requirements. Required irrigation systems shall be fully maintained in sound operating c ondition with heads periodically cleaned and replaced when missing to ensure continued regular watering of landscape areas, and health and vitality of landscape materials.

E. MISCELLANEOUS

1. Final occupancy shall not be granted until all construction and landscaping is complete in accordance with all approved plans. Under certain circumstances, a temporary occupancy may be granted prior to final inspection.

2. It is the responsibility of the applicant or developer to check with each agency for requirements that may pertain to their project.

3. All signs shall be submitted to the Planning Division for review and approval per Section

17.190.060 of the El Cajon Municipal Code.

4. The site shall be maintained in a neat and clean manner free of trash and debris.

5. Certain outdoor equipment, such as satellite dishes and back-flow prevention devices shall be visually screened or painted to match surroundings upon installation subject to the approval of the Planning Division. Screening devices shall be shown on construction and/or landscape plans.

6. Water b ackflow protection for new residential and modified residential projects shall include a protection device at the fire service point of connection, or an internal passive purge system. Annual testing is required for protection device s. Contact Helix Water District at 619.466.0585 for additional information.
4 7. All exterior light fixtures shall be shown on a lighting plan and made part of construction drawings subject to staff review and approval. All lights attached to buildings shall provide a soft “wash” of light against the wall. All building , parking, and yard lights shall conform to the City General Development Standards 17.130.150 and Performance Standards 17.115.130 (G) and shall complement the site and building architecture.

8. The removal of trees shall not take place during the bird -nesting (breeding) season (February 1 through August 15) , unless written authorization from a qualified biologist to proceed with tree removal is submitted to the Planning Division. If clearing is proposed to take place during the breeding season, a survey shall be conducted by the qualified biologist to determine if nests are present, or n est building or other breeding/nesting behavior is occurring. If nesting is not occurring (which includes nest building or other breeding/nesting behavior) within this area, clearing shall be allowed to proceed. If nesting is occurring (or breeding/nesti ng behavior is occurring), tree removal shall be postponed until a qualified biologist determines that all nesting (or breeding/nesting behavior) has ceased or until after August 15.

9. The placement of bollards within parking areas and driveways shall on ly be permitted when no other alternative design (curbs or landscaping) is feasible and accepted by the Building Official.

Darnell & ASSOCIATES

TRANSPORTATION PLANNING & TRAFFIC ENGINEERING
August
25, 2022
Bry an Mac D
ermott,
Wagner Architecture Group
2124 El Camino Real, Suite 200
Oceanside, CA. 9205421
D&A Ref
. No: 220503
Subject: Vehicle Miles Traveled (VMT) and Local Mobility Assessment (LMA) for the proposed Hyundai of El Cajon Auto Dealership at 1155 Graves Avenue, El Cajon.

Dear Mr. Mac Dermott,
Darnell & Associates, (D&A) has prepared this report to identify if additional Vehicle Miles Traveled (VMT) and Local Mobi lity Assessment (LMA) analysis is required. Figure 1 is a vicinity map showing the Project location and the Project site plan is presented on Figure 2. The following outlines key assumptions for the Vehicle Miles Traveled (VMT) and Local Mobility Assessment (LMA) analysis requirement identified in the Institute of Traffic Engineers (ITE) Guidelines dated May 2019 used by the City of El Cajon.

PROJECT DESCRIPTION
T
he Project proposes to develop the Hyundai of El Cajon Facility at 1155 Graves Avenue in the City of El Cajon. The site plan for the Project proposes construction of the 38,221 square foot A
uto Sales and Repair Services Facility, Car Wash and the required parking, display parking and inventory parking shown on Figure 2. The Project site has two (2) driveways on Graves Avenue south of Hart Drive. Based on my professional experience, there will be a credit for trip generation for the existing 1.87 Acre Recreation Amusement Park presented on Figure 3. The Recreation Amusement Park is to be removed from the site and is to be credited to the proposed project trip generation.

PROJ

ECT TRIP GENERATION
Th
e trip generation rate for the Project is based on the "Not so Brief Guide" of Vehicular Traffic Generation Rates for the San Diego Region La nd Us e code 840 for Automotive Sale (New). A copy of the Land Use Code 840 trip generate rates are presented in Appendix A. . Table
1 summarizes the proposed trip generation for the proposed Project and existing Recreation Amusement Park.
4411 MER
CURY STREET, #208/ SAN DIEGO, CA. 92111/ 619-233-9373
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FIGURE 1

VICINITY MAP
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/10/11/2/8 /4 /1/11/3
/11/12/i255/13/11 /14/15
/16 /17
/16 /17
/18
/18
/19/19
/20
/20
/21
/21
/22/22
/23/23
/24 /24
/25/26
/27/27
/28/28
/29
/29
/30
/30
/31/32
/32
/33 /34/11/13 /14/11/11/7
/18 /35 /35
/36 /37 /10 /1 /0 /37 /14 /5
/18 /35 /18
/12 /38 /1 /i255 /39 /40
/18 /35 /20
/12 /38 /1 /i255 /39 /41
/18 /35 /26
/12 /38 /1 /i255 /39 /42
/18 /35 /29
/12 /38 /1 /i255 /39 /43
/18 /35 /32
/12 /38 /1 /i255 /39 /44
/18 /35 /31
/12 /38 /1 /i255 /39 /45
/18 /35 /30
/33 /4 /8 /1 /14 /i255 /8
/18 /35 /25
/33 /4/11/14/8/46/37
/18 /35 /21
/47 /36 /2
/18 /18 /18
/2 /48 /33 /4/11/7/37/14
/10/11/48/3/46/37
/18 /18 /20
/33 /37 /14 /0 /1 /2 /37
/8 /36 /0 /1 /33/11/14/33
/18 /18 /26
/33 /37 /14 /0 /1 /2 /37
/14 /37 /2 /37 /9 /4 /1/11/3
/18 /18 /29
/33 /37 /14 /0 /1 /2 /37
/7/8/3 /8/46/37/14
/18 /18 /32
/2 /8 /33 /34 /1 /37 /14 /49 /14 /37 /4 /8 /1 /10
/18 /20 /35
/47/11/48/4 /50
/18 /18 /30
/33 /4 /8 /1 /14 /i255 /47
/18 /18 /31
/7/37/3 /33
/18 /18 /21
/4 /37 /2 /34 /i255 /14 /37 /33 /4 /14/11/11/7
/18 /20 /18
/33 /9 /37 /2 /1 /8 /10 /i255 /4/11/11/10/33
/18 /20 /26
/9 /8 /14 /4 /33 /i255 /2/11/48/3 /4 /37 /14
/18 /20 /20
/18 /51 /21 /31 /26 /i255 /53 /19
/17 /24 /54 /55 /53
/53 /55/56/54/24/57/23
/18 /20 /29
/58 /59/57/60/55
/28 /54/56/17/i255/56/19/19
/33 /37 /14 /0 /1 /2 /37
/13/11 /14/15 /33 /34/11/9
/18 /20 /32
/37 /61 /9 /14 /37 /33 /33
/33 /37 /14 /0 /1 /2 /37
/18 /20 /31
/37 /0 /i255 /33 /4/11/14/8/46/37
/18 /20 /30
/24 /62 /59/57/58/63/23/58 /55
/13/11 /14/15 /i255 /33 /4 /8 /10 /10 /33
/18 /20 /25
/37/64/48/1 /9/7/37/3 /4
/18 /20 /21
/37 /10 /37 /2 /i255 /14/11/11/7
/18 /26 /35
/13/11 /14/15 /i255 /33 /4 /8 /10 /10 /33
/18 /26 /18
/33 /8 /10 /37 /33
/7/8/3 /8/46/37/14 /33
/18 /18 /35
/13/11 /7 /37/3 /33
/18 /26 /20
/65 /8 /3 /1 /4/11/14
/18 /26 /26
/33 /4/11/14/8/46/37
/18 /18 /35 /22
/12 /1 /14 /37 /i255 /14 /1 /33 /37 /14
/18 /20 /29 /24
/66
/60 /67 /16 /58 /28 /24 /59 /i255 /68 /69 /i255 /23 /70 /i255 /27 /71 /72 /68 /73 /18 /18 /32 /32 /i255/57/54/24 /74 /23 /53 /i255 /24 /74 /23 /51 /i255 /23 /62 /i255 /27 /24 /75/56/58/51 /i255 /27 /24 /i255 /21 /20 /35 /20 /18 /76 /77 /78 /79 /i255 /81 /82 /83 /84/85/86/87 /76 /i255 /88 /87 /81 /i255 /76 /77 /86 /i255 /78 /81 /86 /88 /79 /88 /87 /81 /i255 /76 /77 /86 /i255 /81 /86 /79 /78 /89 /87 /79 /i255 /78 /87 /83 /82 /90 /91 /82 /90 /88 /76 /86 /81 /77 /86 /90 /86 /78 /87 /92 /i255 /88 /79 /i255 /88 /87 /i255 /78 /87 /79 /76 /90 /84/85/86/87 /76 /i255 /82 /93 /91 /90 /82 /91 /86 /90 /76 /94 /i255 /82 /93 /i255/95/88/89 /87 /86 /90 /i255 /88 /90 /83 /77 /78 /76 /86 /83 /76 /84 /90 /86 /89 /90 /82 /84 /91 /i255 /88 /87 /81 /i255 /78 /79 /i255 /87 /82 /76 /i255 /76 /82 /i255 /96 /86 /84 /79 /86 /81 /i255 /78 /87 /i255/95/77/82 /97 /86 /i255 /82 /90 /i255 /91 /88 /90 /76 /i255 /93 /82 /90 /88 /87 /94 /i255 /82 /76 /77 /86 /90 /i255 /91 /90 /82 /98 /86 /83 /76 /i255/95/78/76 /77 /82 /84 /76 /i255 /76 /77 /86 /95/90/78 /76 /76 /86 /87 /i255 /88 /84 /76 /77 /82 /90 /78 /99 /88 /76 /78 /82 /87 /i255 /82 /93 /95/88/89 /87 /86 /90 /i255 /88 /90 /83 /77 /78 /76 /86 /83 /76 /84 /90 /86 /i255 /89 /90 /82 /84 /91 /100 /91 /90 /82 /93 /86 /79 /79 /78 /82 /87 /88 /97 /i255 /79 /86 /90 /101 /78 /83 /86 /92 /i255 /78 /79 /i255 /76 /77 /86 /79 /77 /86 /86 /76 /i255 /87 /82 /100
/79 /77 /86 /86 /76 /i255 /76 /78 /76 /97 /86
/81 /88 /76 /86
/90 /86 /101 /78 /79 /78 /82 /87 /102 /i255 /81 /86 /79 /83 /90 /78 /91 /76 /78 /82 /87 /103 /104 /102 /105 /106 /102 /107 /103 /107 /107
/53 /59 /55 /23 /i255 /17 /62 /24/58
/53 /27 /24 /62 /23 /108 /i255 /18 /109 /i255 /110 /i255 /26 /35 /111 /112 /35 /109 /18
/24 /18 /113 /18
/46/37/3 /37/14 /8 /10 /i255 /33 /1 /4 /37 /i255 /3/11/4/37 /33 /8 /40 /50 /40
/57/54/24 /74 /23 /53 /i255 /24 /74 /23 /113
/15 /37 /5 /i255 /33 /1 /4 /37 /i255 /3/11/4/37 /33
/60 /24 /54 /55 /i255 /28 /54 /59 /74 /23
/53 /23 /54 /74 /59 /27 /23
/53 /23 /54 /74 /59 /27 /23
/28 /54 /59 /74 /23
/17 /24 /54 /55 /53
/60 /67 /16 /58 /28 /24 /59
/53 /60/56/114 /54/56/56/63
/58 /113 /74 /113 /28 /113
/27 /24 /54 /i255/114/24/53 /60
/23 /115 /17 /54 /23 /53 /53
/62 /16 /22 /23
/24 /17 /17 /54/56/74/23 /28 /i255 /22 /67 /108
/33 /1 /4 /37 /i255 /9 /10 /8 /3 /i255 /10 /37/46/37/3 /36 /116/117 /i255/116/117
/117 /i255
/117 /i255
/33 /1 /4 /37 /i255 /15 /37 /5 /i255 /2/11/3/33 /4 /14 /48 /2 /4 /1/11/3/i255 /3/11/4/37 /33 /28 /59 /53 /17 /62 /24 /67 /i255 /17 /24 /54 /118 /59 /58 /57 /119 /59 /58 /i255 /60 /24 /55 /27 /60 /i255 /24 /54 /23 /24 /120 /59 /58 /74 /23 /58 /55/56/54/67 /i255 /17 /24 /54 /118 /59 /58 /57 /119 /53 /60/56/114 /58/i255 /28 /24 /53 /60 /23 /28 /120 /59 /58 /74 /23 /58 /55/56/54/67 /i255 /17 /24 /54 /118 /59 /58 /57 /119 /53 /60/56/114 /58/i255 /28 /24 /53 /60 /23 /28 /120 /54 /23/121/16/59 /54 /23 /28
/56/19/19 /112 /53 /55 /54 /23 /23 /55 /i255 /17 /24 /54 /118 /59 /58 /57 /28 /59 /53 /17 /62 /24 /67
/74 /23 /60 /59 /27 /62 /23 /53
/28 /59 /53 /17 /62 /24 /67
/74 /23 /60 /59 /27 /62 /23 /53
/28 /59 /53 /17 /62 /24 /67
/74 /23 /60 /59 /27 /62 /23 /53 /28 /59 /53 /17 /62 /24 /67 /74 /23 /60 /59 /27 /62 /23 /53
/28 /59 /53 /17 /62 /24 /67
/74 /23 /60 /59 /27 /62 /23 /53
/28 /59 /53 /17 /62 /24 /67
/74 /23 /60 /59 /27 /62 /23 /53
/28 /59 /53 /17 /62 /24 /67
/74 /23 /60 /59 /27 /62 /23 /53
/15 /37 /5 /i255 /33 /1 /4 /37 /i255 /3/11/4/37 /33
/17 /54/56/75/23 /27 /55 /i255 /28 /23 /53 /27 /54 /59 /17 /55 /59/56/58 /17 /54/56/75/23 /27 /55 /i255 /59 /58 /19/56/54/63/24/55 /59/56/58 /122/56/58/59 /58 /57
/22 /16 /59 /62 /28 /59 /58/57/i255/59 /58 /19/56/54/63/24/55 /59/56/58 /22 /16 /59 /62 /28 /59 /58/57/i255/24 /54 /23 /24 /i255 /27 /24 /62 /27 /16 /62 /24 /55 /59/56/58/53 /54 /23/121/16/59 /54 /23 /28 /i255 /17 /24 /54 /118 /59 /58 /57 /17 /54/56/74/59 /28 /23 /28 /i255 /17 /24 /54 /118 /59 /58 /57 /123 /124 /125/126 /127 /128 /i255 /i255 /130
/131 /127/132/133/128 /134 /135 /i255 /137 /124 /135 /128/i255 /131 /138 /139 /140 ffi SITE PLAN
....... M2JEI,
ARC-1-tlTECTURAL 5ITE PLAN FOR REfEF:$:NCE ONLY

3. IF Dl5CF<EPANCIE5 LUTH DIMEN5I0NS Cf 5ITE FLAN TO FLOOR PLAN AND LOCAL ZONING ORDINANC.ES CANNOT BE MET, NOTIFY UJt.GNER ARCI-HTECTURE GROJP 2 PRIOR TO C0111ENCING ANY l!XJRK.
4 CONTRACTOR TO IN5FECT LIGHTIN'.":i AND REMOVE A.ND REPLACE DAMAGED NCtl.-FLNCTIONAL Ll6!-!TING POLE FIXTURES W/ NEW LED FIXTURE& THAT MATCH A5 CLOSELY TO EXISTING-CONTRACTOR TO 1.1.kJRK WITH ARCHITECT A.ND OJ.NER TO FIELD VERIFY PRIOR TO BID
5 FINISHES AND MATERIALS SHOULD BE IN ACCORDANCE UHi-! Tl-IE GD5I 2RJ DESIGN MANUAL AS NOTED IN CON5TfalCTION DRAWINGS-CCNTRACTOR TO REVIEW 1-l"YU-IDAI DESIGN DCO.t1ENT PRIOR TO BID

6. VEHICLE DISPLAY PAD. REfER TO SECTION 4.4 Cf THE DESIGN MAN.JAL FOR MORE lr-.FORMATION.

1. ELECTRIC VEHICLE CHARGERS, LOCATE AT LEAST ONE PEDESTAL OR WALL MO...NTED EV CHAR6IN6 STATION IN A LOCATION AT THE FRONT Cf THE SiOR!:, Yl5I6LE f:RCM THE RJ6Llc RIOOT-Ct'-WAY AND EASILY AccES&IBLE FOR CUSTOMER USE. INSTALL ll.HI-I HYUNDAI CUSTOM I.IJRAf' TO CLEAR!.. Y IDENTH THE CHARGiER&.
t
,7-T ]l,I-,- 7-T-I , '-"' - I-
• I I I I I I I I I I I I I I I I I
• I I I I I I I I I I 'l"'NTflRY i"'H19LES I I I
~~-+-~  -~~-+-~  -~~-+-~ -~~-
• I I I I I I I I I I I I I I I I I
• I I I I I I I I I I I I I I I I I
L _I _ _l_ _L _JE~~ £'.1~ 1~ _I _ _l _ L _I _ _l_ _L __l _ L _I_ ~2'-~' I"\. TOCL
I I I
~--+-- 
I I I , --T-- 7
1- ---1--- --'
I I I
,--,-- ,
L __ _l __ _J
I I I
~--+-- 
I I I , --T--- 1
~ ----t--i ,--,-- ,
CD

NOTES ARE GENERAL - NOT ALL ITEMS REFERENCED ON SHEET
CD DAS-JED LINE 15 AN APPROXIMATE LOCATION Cf Tl-IE PROPERTY LINE 51-!0llN FOR REFERENCE ONLY.

CI) NEW HYLNDAI PYLON SIGN (LARGiE&T ALLOJJABLE PER LOCAL CODE) CI) EXISTl\',,ti: RJ6LIC SIDEWALK
CD 5TANDARD ACCESSIBLE PARKING STALL
CI) VAN ACCE5SIElLE PARK.ll'G !HALL

CD ACCESSIBLE SITE ENTRY FRCM AJBLIC SIDEWALK
CI:) ACCE55IBLE BUILDING-ENTRY
CI::) 60'-IZl' HIGH BRAND PYLON SIGN WITH MONITOR DISPLAY CD EXl5TING TRA&I-I ENCL05URE
CI) ELEC TRAN5f=ORHER
0D KNOX BOX III BUILDING
CJ2A) LOW (36' Hl6H) SECURITY 51.UNG GATES UJTH KNOX BOX III GATE5 ~ LOW (36' Hl6H) SECURITY DOJBLE 5UJNG GATE5
0D PRIVATE f:IRE HYDRANT
0D EXISTING: L,i\J',JD5CAPE AREA5
CJ[:J 51-lORT -TERM BIKE RACK
~ CLEAN AIR VEHICLE PARKIN:'.:! STALL
CJL) ACCESSIBLE EV CHARGll'G STALL
~ NEW SITE LIGHT POLE, 2-4'-fil' HIGH, 11.JLTI-HEAD LED SHIELDED f:IXTURE RE:

ELECTRICAL
0ID LOCATION Cf EXISTING-SIN6LE LI~ POLE - REMOVE AND REPLACE FIXTURE T NEW LED f:IXTURE, RE, ELEC. REf:INl51-1 EXISTING: LIGHT POLE TO HATCH NEW (I) NEW CONCRETE DISPLAY PAD RE, CIVIL, SEE ARCH f:OR f:INISHES.

PROVIDE PERIMETER Ll61-!TINS RE: ELEC. CONf:IF<M FINAL LOCATION WI OJNER
~ WALL MaNTED Ll6HT f:IXTURE RE: ELECTRICAL
CiQ NEW HYLNDAI DIRECTIONAL SIGN
------ - .-------
CD

NOTES ARE GENERAL - NOT ALL ITEMS REFERENCED ON SHEET
0D EXISTING WATER RISER
en:::) EXISTING WATER METER
0D NEW LEVEL-3 DC, PEDESTAL, TWO PORT EV CHAR6ER RE, ELEC, FOR INVENTORY, (CCN=IRM f:INAL LOCATION WITH Oll.NER)
O[) NEW EV CHAR6ER FOR EV 5ERVICE STALLS
0D NEW LEVEL-3 DC, PEDESTAL TI.LkJ PORT EV CI-IARGER RE: ELEC. FOR CUSTCMER USE.

NOTES ARE GENERAL - NOT ALL ITEM5 REFE=Rc::NCED ON SHEET 32~/lJ0 l;XlEEIOR lt1Ffi!D'@1aJTS Bl;, CIVIL pgAIIJlt,lsS OID 32.12.1&
QiD32.13J3
Gu) 32.13J6
arr) 32.39..13
Glli) 3231J3
- A5PHALT PAVING
- CONCRETE PAVING-
- DECORATIVE CONCRETE PAVING
- 24 HIGH CONCRETE f:ILED METAL BOLLARDS LOCATED IN LOO LANDSCAPE AT S'-0 O.C,
- EXI5tlNG CHJ WALL <Ht:IGHt vARlt:5 4-0 TO 6 -0) WITH NEW Cl-!AIN-LINI< FENCE WITH VISION SLATES !ALL BLACK FINISI-I) ~ 32.lb.13.13 - b' HIGH CONCRETE CURB
GIT) 32.lb.13.13 - EXl5TING CURB TO REMAIN
rn:[} 32.lb.13.13 - ROLLED CONCRETE CURB/HOJNT ABLE CURB (RD 32.13J6 - PRECA5T CONCRETE FAVER5
PROPERTY LINE RE: CML

FRECAST CONCRETE PAYERS

ASFHALT PAVING
PROF05ED BUILDING
DISPLAY PAAl<ING

LANDSCAPING AREA

DECORATIVE PAVING

CONCRETE FAYING, PER CIVIL
SITE LIGHTING: RE, ELECTRICAL
+- +- ACCE$SIBLE PATH OF TRAVEL
CHPT 5 HEIGHT & AREA LIM.

AREA DETEF<MINATION PER Srllb..2.4 MIXED-OCCUPANCY,
l1JLTISTORY BUILDING.

PER S083, NON SEPARATED MIXED OCOJPANCY !U5E HOST
RE5TRICTIVE '5-1' ALLOOANCE), SPRINKLERS, TYPE V-B
T ABLILAR AREA At =
f:RONT AGE INCREASE [NS x If]
CALCULATED ALLOWABLE BUILDING AREA FER 5TORr
ACTUAL AREA FER 5 TORY
HEIGHT: PER 5043, BUILDIN6 HEIOOT FOR 'B'
,IND '5' OCCUF,i\J',JCY, SPRIN<.LER5, TYPE V-B, =
61Z1' -IZI' MAX. ZONING MAX HEIGHT 60VERN&
STORY: PER 504.4, NO. Cf 5TORIES FOR 'B' AND
'5-1' OCCUPANCY, 5PRINKLER5, TYPE V-B,

EGIJATIONH
Aa•At {N5 , If)
21,IZlrlllZl
NIA
14,1196
ALLOI.UED • 35'-IZI",
ACTUAL HEIGHT = 30'-0'
5-1 MORE RESTRICTIVE
ALLCUED = Tl-!REE 5TORY
ACTUAL STORY • nuo STORY.
r
EB

PROJECT DATA
LOT AREA (GROSS/.

SETBACKS,
1-!EIG!-IT,
LOT COVERA.GE:
t/8,352 5GfT 1.5>7 ACRES
DEYELOA'1ENT 5TANDAF<D5 (BASED CN C-R Za!E)
REcm FRa-.JT = NONE
REQ'D SIDE, INTERIOR = NONE
REQ'D SIDE, EXTERIOR • 10'-0'
REQ'D REAR, INTERIOR • NONE
REQ'D FRa-1 R251DENTIALL Y ZCNED FROPERTY • 10'-0'
:?b'-0' MAX (C-M ZONE)
NIA, (44%, 31Zl,SU, 5QFT = BLDG: FOOTPRINT)
BEE REGlJIRED AND PROVIDED PARKING CALOJLATICNB BELCW
FLOOR AREA: SEE BUILDl»'.:i AREA CALCULATIONS BELO..U
LANDSCAPING·
SEE SITE PLAN FOR 4,br2l'1:l &GfT Cf LAND5CAPING PER ECMC

1.1$.100 MIN. LANDSCAPING REQ.
. ALL REGL EXTERIOR YARDS (EXCLUDING DRIVEWAYS) 3,240 5F . REQ'D PARKING x. 10 SQFT, l,3«or2l SF
SPRINKLERS:

TYPE Cf CONSTFa.lCTION:

OCCUPANCY TYFE, , S-1
BUILDING SEFARATICN: ON SEPARATED MIXED USE PER 5083

NUMBER OF STORIES,
NEW BUILDING::

FIRST FLOOR ElUILDING

FIRST FLOOR SERVICE DRIVE

TOTAL FIRST FLOOR

TOT AL SECOND FLOOR
TOTAL NEW BUILDING- AREA (GROSS!
PAAKING BASED ON TABLE I7.1.%.1':l!Zl, ca1MERCIAL U5E5
- GE-ERAL AND G!:NERAL RETAILS, FOR ALL DIFFERENT
USES AT PROP05ED DEALERSHIP <VEHICLE SALES,

OFFICES, PARTS STORAGE, SERVICE)
FER ECMC TAel.E I1.le&J ... Cctt1ERCIAL ZONE FARKNS,
I 5PACE/251Zl SQFT OF GROSS FLOOR AREA UP TO 10,01Zl1Zl SGH
FER ECHC TABLE I1.le&JW, Cott1ERCIAL ZONE PARKING-,
I 5PACE/31Zl1Zl 5QFT OF GROSS FLOOR FOR NEXT I5,01Zl1Zl SGH
FER ECHC TABLE I1.18SJW, CCM'1ERCIAL ZONE PARKIN'.:J,
I SPACE/~IZl SQFT Cf GROSS FLOOR AR1:A A60VE
25,IZllZllZl 5QFT
TOTAL l'fG!JIRED Off-STREET FA~NS STALLS
2,4':l4 5F
2':l,334 5F
13)21/ 41Zl1Zl
ACCESSIBLE SPACES: PER 21Zlll0 COC TABLE IIB-208.2, (3 SPACES F::Ea.JIRED) FER II6-21Zl8.2.4, Vb 5PACE TO VAN ACCE55I6LE, (I) VAN ACCE55IBLE, (2) 5TANDARD
5TANDARD 5TALL5, SIZE PER Ect1C TT.105£'30: 8'-6' X I8'-b' MIN.~ 91Zl 34 1,.

DEG. WITH 24'-IZl' BACKJ..IP AISLE. NOTE: 24' MAX OVERHANG AT 131 LAND5CAPING , SIDEWALKS !NOT TO OVERl-l~ REQ'D SIDEWALK WIDTH! CCMPACT 5TALL5: 0
CITY F EL CAJON
PERMIT ND.

ASSESSOR PARCEL NUMBER,

REQUEST,
PC RESOLUTION N~---­
CC RESOLUTION N~---­
RDINANCE No. DATE,
l,2325f
WbtGNER

ARCHITECTURE GROUP
815Clvlccent.erDrNe,SUlte101
Oceanslde,CA92054
760.967.0511
WagnerArchltecture.com
FIGURE 3 - 1.84 ACRE RECREATION AMUSEMENT PARK LOCATION SOURCE:
' ' ' ' '
b
b
·!Et -~ D . . .
. [tj ·® :

A
N
Bryan Mac Dermott,
Wagner Architecture Group
August 25, 2022

VEHICLE MILES TRAVELED (VMT) ASSESSMENT
Senate Bill 743 (SB 743) was approved in 2013 and changed the way transportation impacts are measured under the California Environmental Quality Act (CEQA). The Office of Planning and Research (OPR) has recommended the use of V ehicle Miles Travelled (VMT) as the required metric to replace the automobile delay -based LOS.

According to the ITE Guidelines , a Project is required to evaluate transportation impacts under CEQA using the VMT metric.

Table 1 –Trip Generation Summary
Trip Generation rates (a)
ITE Land Use
(Code)
Daily
(Trips/KSF)
AM Peak PM Peak
ADT% In/Out
Ratio ADT% In/Out Ratio
Existing:

Recreation
Amusement Park
90(Trips/KSF) 2% 50% - 50% 6% 50% - 50%
Proposed:

Automotive
Sales(NEW) 840

28.65(KSF)-

29.45 1.87% 73% - 27% 1.80% 40% - 60%
Hyundai of El Cajon Trip Generation
Land Use
Density
Trip Generation
Daily AM Peak PM Peak
In Out Total In Out Total
Proposed:

Automotive
Sales(NEW) 840
38,221 S.F. 1,035 53 19 72 36 54 90
Existing:

Recreation
Amusement Park

1.87 Acre 168 2 2 4 5 5 10
New Net Increase Total 867 51 17 68 31 49 80
Source: The "Not so Brief Guide" of Vehicular Traffic Generation Rates for the San Diego Region.

KSF = Thousand Square Feet
Daily Trips = 28.65 x Thousand Square Feet (KSF) of project -2 9.45 I
I
Bryan Mac Dermott,
Wagner Architecture Group
August 25, 2022

VMT SCREENING

Based on the screening criteria for performing a detailed VMT analysis, the Project may be presumed to have a less than significant VMT impact, based on the Project is a “Locally Serving Retail Project”, defined as having 100,000 square feet gross floor area or less as stipulated in Senate Bill 743.

Since the Project is a “Locally Serving Retail Project” with less than 100,000 square feet , the Project is presumed to have a less than significant VMT impact per SB 743 , therefore additional VMT analysis is not required.

LOCAL MOBILITY ASSESSMENT ANALYSIS (LMA) SCREENING

Based on the screening criteria for Local Mobility Analysis (LMA), contained in the ITE Guidelines, the Project would be screened out from completing a LMA if the Project's land use is consistent with the Community Plan/Zoning designation and the Project is expected to generate less than 1,000 daily driveway trips with the credit for the existing Recreational Amusement Park Use and/or less than 100 peak hour trips. Review of Table 1 shows the project will generate less than 100 peak hour in the AM and PM peak hour periods.

The next step in the LMA was review of project traffic presented on Table 1 was assigned to the surrounding roadways, Figures 4 and 5 present the tri p distribution percentages and Figure 6 presents the Project traffic volumes.

Removal of the 1.87 Acre Recreational Amusement Park generates 187 daily, 68 AM peak hour trips and 80 PM peak hour trips, resulting in the proposed Project traffic being reduced to 848 daily trips which is less than the average 1,000 daily trips.

The Project trip generation of 867 daily trips identifies a focused traffic assessment is not required. However the Graves Avenue/SR -67 intersection will be analyzed for existing conditions plus project traffic.

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GREENFIELD DR.

FLETCHER PARKWAY
INTERSTATE 8
15%
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HART DR.
51 15%
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GREENFIELD DR.

BROADWAY
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.
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<Cw
o:::> (!) <(
LEGEND
- - DIRECTION OF TRAVEL
* -PROJECT SITE
® - TRAFFIC SIGNAL
9 - STOP SIGN
YY% - DISTRIBUTION PERCENTAGE
e XX% - DAILY DISTRIBUTION

PERCENTAGE
Darnell & Assoc1ATEs
220503 - AA.DWG 8/19/22 JAM
(2)
®
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®
®
(j)
~~
LO LO
t L PROJECT ACCESS 1
U) t r-~. I
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~
0 N

FLETCHERL
PRKWY
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<(
ffi<en
L1s%
CD
U)

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~ ::J
LO ~
FLETCHERL ~,~ FLETCHER

PRKWY PRKWY
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FIGURE 4

IN TRAFFIC DISTRIBUTION PERCENTAGES
~ <
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if
~

NOT TO SCALE

FLETCHER PARKWAY
tD
F
~
i
~
CD
GREENFIELD DR.

BROADWAY
HART DR.
~I. r-e;;~ a
W&til!
- - DIRECTION OF lRAVEL
* -PRO.ECT SllE
~ - lRAFFIC SIGNAL
oj - STDP SIGN
YYX - DISlRIBUllON PERCENTAGE
• XXX - DAILY DISTRIBUTION

PERCENTAGE
t= «r --~ 11 ~;: -1 IN_, •••
INTERSTATE 8
15~o 15%
15%
Darnell & ASsocIATEs
220503 - AA.DWG 8/19/22 JAM
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® ' PROJECT ACCESS 2
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y
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PROJECT TRAFFIC VOUMES
Bryan Mac Dermott,
Wagner Architecture Group
August 25, 2022

EXISTING PLUS PROJECT CONDITIONS

The next step in the project assessment analysis, we reviewed existing traffic volumes at the Graves Avenue/SR -67 On/Off Ramps. The AM/PM peak hour volumes were analyzed for existing conditions and existing plus project traffic conditions. Figure 7 presents the following conditions at the Graves Avenue/SR-67 on/off ramps.

- Existing Roadway Geometrics
- Existing AM/PM Peak Hour Traffic Volumes
- Project AM/PM Traffic Volumes
- Existing Plus Project AM/PM Peak Hour Traffic Volumes

The traffic volumes for existing conditions and existing plus project traffic volumes at the Graves Avenue / SR-67 on/off ramp were analyzed. Table 2 summarizes the analysis.

Review of Table 2 shows existing Graves Avenue / SR-67 intersection is currently operating at LOS A in the AM and PM peak hour. The addition of project traffic go the Graves Avenue / SR- 67 intersection will continue to operate at LOS A in the AM peak hour with the addition of project traffic and will operate at LOS B in the PM peak hour. Therefore no additional intersection analysis is required. Copies of the Existing and Existing plus Project Synchro worksheets are presented in Appendix B.

Table 2 – Existing Plus Project Intersection Analysis
Intersection Critical
Move.

Existing Conditions Existing plus Project Conditions
SIG.

AM Peak PM Peak AM Peak PM Peak
Delay
veh/sec LOS Delay
veh/sec LOS Delay
veh/sec LOS
∆
Delay
veh/sec
Delay
veh/sec LOS
∆
Delay
veh/sec
Graves
Avenue at
SR-67
Inter. 9.0 A 10.0 A 9.2 A 0.2 11.5 B 0.6 no
Notes: (a)Delays are reported as the average control delay for the entire intersection at signalized intersections and the worst movement at unsignalized intersections. (b) LOS calculations are based on the methodology outlined in the 2010 Highway Capacity Manual (HCM6). LOS = Level of Service, Critical Move. = Critical Movement, SIG. = Significant Impact, Inter. = Intersection

EXISTING GEOMETRICS
GRAVES AVENUE AT SR-67 ON/OFF RAMPS

EXISTING TRAFFIC VOLUMES

PROJECT TRAFFIC VOLUMESEXISTING PLUS TRAFFIC VOLUMES

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GRAVES AVE. AT SR-67 ON-OFF RAMPS
Bryan Mac Dermott,
Wagner Architecture Group
August 25, 2022

The final step in our analysis, we reviewed Graves Avenue adjacent to the project pedestrian, transit access and striping to identify the following recommended improvements on Graves Avenue south of Hart :

• Place bus bench at the MTS Route 833 Northbound stop at the southea st corner of the intersection of Graves Avenue at Hart Drive.

• To enhance access to/from the project driveways revise the Graves Avenue existing channelization from Hart Drive to south of the projec t to provide the channelization improvements shown on Figure 8.

The proposed improvements will provide:

• Two-way left turn access on Graves Avenue at the project driveways.

• Revisions to the existing channelization on Graves Avenue will be revised to extend the northbound bike lane on Graves Avenue to Hart Drive.

• The implementation of the recommended Graves Avenue channelization including the extension of the northbound bike lane adjacent to the project site will enhance site access and;

• The existing parking restrictions adjacent to project site and the proposed northbound bike lane will also enhance corner sight distance at the projects two driveways.
3 101
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106
F&I #6
107

STORAGE
109
BDC
111

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112

SERVICE

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113

SERVICE

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114

SERVICE

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115

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BOUT.
117
1,963 SF
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- STREET LIGHT
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EX. STREET NAME SIGNS

AND BENCH
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EX. MTS
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RELOCATE EX. R26 (CA) SIGN

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Darn e 11 & ASSOCIATES, INC. CHANNELIZATION PLAN FOR GRAVES AVENUE 220503 - alANNEllZATitJl PlJ\N.DWG 8/24/2022 JAM
Bryan Mac Dermott,
Wagner Architecture Group
August 25, 2022

SUMMARY
• The proposed Project would generate 1,035 daily trips , 72 AM peak hour trips and 90 PM peak hour trips to be added to the surrounding roadways. However, remo val of the existing 1.87 Acre Recreational Amusement Park that generates 187 daily , 68 AM peak hour trips and 80 PM peak hour trips, will result in the proposed Project traffic being reduced to 848 daily trips , which is less than the average 1,000 daily trips . This amount of traffic can be considered to comply with the City of El Cajon requirements and not require additional traffic analysis. • The Project is considered a "Locally Serving Retail Project" and therefore satisfy's screening criteria to not require additional VMT analysis. • Analysis of Graves Avenue/ SR-67 on/off ramp found the intersection to operate at LOS A in the AM peak hour and LOS B in the PM peak . Therefore no additional Local Mobility Analysis (LMA) is required .
• Implementation of the Graves A venue channelization improvements shown on Figure 6 will pro vide the follo wing :

Sincerely,
- Revise the channelization on Graves A venue to extend the existing center two way left-turn lane to Hart Drive.
- Extend the northbound bike lane on Graves A venue immed iately south of along the project site to Hart Drive.
- The proposed channelization will accommodate the future addition of a southbound bike lane from Hart Drive to the existing bike lane south of the project site, when the County of San Diego adds bike lanes on Graves A venue north of Hart Drive . The proposed impro vements are designed to add the southbound bike lane in the future .
- The existing parking restrict ions on Graves A venue and the addition of the northbound bike lane enhances sight distance exiting the projects two driveways .

DARNELL & ASSOCIATES,
~~
Bill E. Darnell, P.E.

RCE: 22338
BED/jam Date:
2205 02 - Revised Hyundai of El Cajon Traffic Analysis_ 8.25.22

Attachment A

Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition Land Use code 840 for Automotive Sale (Ne w)

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/44 /8 /11 /41 /i255 /45 /3 /1 /26 /i255 /3 /46 /i255 /0 /30 /47 /11 /24 /8 /29 /2 /i255 /10 /2 /26 /8 /8 /2 /i255 /25 /26 /11 /46 /46 /6 /24 /43 /39/29/8 /i255 /45 /3 /1 /26 /i255 /48 /8 /2/15/8/8 /29 /i255 /49 /i255 /11 /29 /30 /i255 /50 /i255 /27 /36/4/36 /10 /8 /2 /2 /6 /29 /51 /52 /53 /3 /24 /11 /2 /6 /3 /29/32/38 /8/29 /8 /26 /11 /7 /i255 /54 /26 /5 /11 /29 /52 /10 /1 /5 /1 /26 /5 /11 /29 /55 /56/57/58/59 /60 /i255 /62 /63 /i255 /64 /65 /56 /66 /67 /59 /68/69/19/70 /71 /20 /20 /20 /i255 /64 /72 /73 /i255 /74 /65 /73 /i255/75/74/76/69/77/19 /78 /67 /60 /59 /79 /65 /67 /62 /80 /81 /82 /i255 /78 /67 /68 /65 /60 /67 /58 /56 /65 /67 /62 /80/69/19/20/83/i255/59 /80 /65 /59 /60 /67 /80 /84 /85 /i255 /86 /20/83/i255/59 /87 /67 /65 /67 /80 /84 /22 /8 /23 /6 /24 /7 /8 /i255 /25 /26/6 /27 /i255/38/8/29 /8 /26 /11 /2 /6 /3 /29 /i255 /27 /8 /26 /i255 /33 /34 /34 /34 /i255 /10 /35 /36 /i255 /37 /2 /36 /i255/38/37/0 /76 /88 /59 /60 /81 /84 /59 /i255 /89 /81 /65/59/89 /81 /80 /84 /59 /i255 /62 /63 /i255 /89 /81 /65 /59/68/64 /65 /81 /80 /66 /81 /60 /66 /i255 /78 /59 /88 /67 /81 /65 /67 /62 /80 /90 /73 /19/77/20 /73 /70 /19 /i255 /91 /i255 /92 /73 /18/71/20 /73 /70 /70 /93 /11 /2 /11 /i255 /44 /7 /3 /2 /i255/11 /29 /30 /i255 /28 /35 /1 /11 /2 /6 /3 /29 /94 /i255 /95 /i255 /94 /60 /67 /96 /i255 /97 /80 /66 /68 /98 /i255 /95 /i255 /71 /20 /20 /20 /i255 /64 /72 /73 /i255 /74 /65 /73 /i255/75/74/76 /10 /2 /1 /30 /42 /i255 /10 /6 /2 /8 /0 /31 /8 /26 /11 /51 /8 /i255 /99 /11 /2 /8/37 /6 /2 /2 /8 /30 /i255 /100 /1 /26 /31 /8 /37 /6 /2 /2 /8 /30 /i255 /100 /1 /26 /31 /8 /i255 /28 /35 /1 /11 /2 /6 /3 /29 /32 /i255 /25 /i255 /101 /i255 /33 /36 /102 /34 /13 /103 /16 /i255 /104 /i255 /105 /33 /36 /50/34/99 /106 /101 /i255 /34 /36 /107 /108 /20
/90 /20
/19 /20
/86 /20
/18 /20
/20
/71 /20 /20
/90 /20 /20
/77 /20 /20
/109 /110 /111/112 /113 /114 /115 /i255/117/118/119 /118 /113 /120 /121 /114 /122 /119 /i255/123/120/119 /124 /120 /125 /i255 /126 /127 /121 /128 /i255 /129 /130 /114 /121 /114 /122 /119 /i255 /131 /i255 /132 /122 /125 /124/133/118/i255 /134 /135 /i255 /136 /120 /121 /120 /i255 /131 /i255 /137 /118 /121 /120 /114 /125 /i255 /138 /139 /120 /119 /130 /i255 /140 /141 /118 /141 /i255 /142 /127 /127 /143 /142 /144 /144 /145 X xX X
X X
X XX
X
X
X
X
X
X
X
X
/0 /1 /2 /3/4/3/5 /6 /7 /8 /i255 /10 /11 /7 /8 /12 /i255 /13 /14 /8/15/16 /17 /18 /19 /20 /21
/22 /8 /23 /6 /24 /7 /8 /i255 /25 /26 /6 /27 /i255 /28 /29 /30 /12 /i255 /31 /12/32/33/34 /34 /34 /i255 /10 /35 /36 /i255 /37 /2 /36 /i255/38/37/0 /39/29/i255 /11/32/40 /8/8 /41 /30 /11 /42
/10 /8 /2 /2 /6 /29 /43 /44 /45 /3 /24 /11 /2 /6 /3 /29/32/38 /8/29 /8 /26 /11 /7 /i255 /46 /26 /5 /11 /29 /44 /10 /1 /5 /1 /26 /5 /11 /29 /47 /48/49/50/51 /52 /i255 /54 /55 /i255 /56 /57 /48 /58 /59 /51 /60/61/62/18 /62 /20 /20 /20 /i255 /56 /63 /64 /i255 /65 /57 /64 /i255/66/65/67/61/68/69 /70 /59 /52 /51 /71 /57 /59 /54 /72 /73 /74 /i255 /70 /59 /60 /57 /52 /59 /50 /48 /57 /59 /54 /72/61/75/20/76/i255/51 /72 /57 /51 /52 /59 /72 /77 /78 /i255 /75 /20/76/i255/51 /79 /59 /57 /59 /72 /77 /22 /8 /23 /6 /24 /7 /8 /i255 /25 /26/6 /27 /i255/38/8/29 /8 /26 /11 /2 /6 /3 /29 /i255 /27 /8 /26 /i255 /33 /34 /34 /34 /i255 /10 /35 /36 /i255 /37 /2 /36 /i255/38/37/0 /67 /80 /51 /52 /73 /77 /51 /i255 /81 /73 /57/51/81 /73 /72 /77 /51 /i255 /54 /55 /i255 /81 /73 /57 /51/60/56 /57 /73 /72 /58 /73 /52 /58 /i255 /70 /51 /80 /59 /73 /57 /59 /54 /72 /82 /83 /64 /18/19/62 /19 /64 /84 /18 /i255 /85 /i255 /19 /62 /64 /83/18/83 /64 /20 /62 /86 /11 /2 /11 /i255 /87 /7 /3 /2 /i255/11 /29 /30 /i255 /28 /35 /1 /11 /2 /6 /3 /29 /88 /i255 /89 /i255 /88 /52 /59 /90 /i255 /91 /72 /58 /60 /92 /i255 /89 /i255 /62 /20 /20 /20 /i255 /56 /63 /64 /i255 /65 /57 /64 /i255/66/65/67 /10 /2 /1 /30 /42 /i255 /10 /6 /2 /8 /0 /31 /8 /26 /11 /43 /8 /i255 /93 /11 /2 /8/37 /6 /2 /2 /8 /30 /i255 /94 /1 /26 /31 /8 /37 /6 /2 /2 /8 /30 /i255 /94 /1 /26 /31 /8 /i255 /28 /35 /1 /11 /2 /6 /3 /29 /32 /i255 /25 /i255 /95 /i255 /96 /97 /36 /98 /99 /13 /100 /16 /i255 /101 /i255 /96 /102 /36 /103/99/93 /104 /95 /i255 /34 /36 /97 /34 /20
/82 /20
/19 /20
/69 /20
/18 /20
/20
/75 /20 /20
/62 /78 /20 /20 /20
/62 /78 /75 /20 /20
/82 /78 /20 /20 /20
/82 /78 /75 /20 /20
/105 /106 /107/108 /109 /110 /111 /i255/113/114/115 /114 /109 /116 /117 /110 /118 /115 /i255/119/116/115 /120 /116 /121 /i255 /122 /123 /117 /124 /i255 /125 /126 /110 /117 /110 /118 /115 /i255 /127 /i255 /128 /118 /121 /120/129/114/i255 /130 /131 /i255 /132 /116 /117 /116 /i255 /127 /i255 /133 /114 /117 /116 /110 /121 /i255 /134 /135 /116 /115 /126 /i255 /136 /137 /114 /137 /i255 /138 /123 /123 /139 /138 /140 /140 /141 X
X
XX
X
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X
X
X
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X
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X

Attachment B

• TRAFFIC COUNTS

• GRAVES AVENUE AT SR- 67 SYNCHRO WORKSHEETS:
 Existing Traffic Conditions
 Existing plus Project Traffic Conditions

• TRAFFIC COUNTS

File Name : 01_ECJ_Graves_67N AM
Site Code : 23522559
Start Date : 6/9/2022
Page No : 1
City of El Cajon
N/S: Graves Avenue
E/W: SR-67 Northbound Ramps
Weather: Clear
Groups Printed- Total Volume
Graves Avenue
Southbound
Graves Avenue
Northbound
SR-67 Northbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 40 13 53 59 10 69 10 59 69 191
07:15 AM 53 25 78 76 23 99 19 66 85 262
07:30 AM 50 14 64 58 25 83 16 68 84 231
07:45 AM 63 17 80 65 19 84 21 94 115 279
Total 206 69 275 258 77 335 66 287 353 963
08:00 AM 35 15 50 49 22 71 20 69 89 210
08:15 AM 61 15 76 49 28 77 18 67 85 238
08:30 AM 58 18 76 49 30 79 26 69 95 250
08:45 AM 55 11 66 48 38 86 23 84 107 259
Total 209 59 268 195 118 313 87 289 376 957
Grand Total 415 128 543 453 195 648 153 576 729 1920
Apprch % 76.4 23.6 69.9 30.1 21 79
Total % 21.6 6.7 28.3 23.6 10.2 33.8 8 30 38
Graves Avenue
Southbound
Graves Avenue
Northbound
SR-67 Northbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 53 25 78 76 23 99 19 66 85 262
07:30 AM 50 14 64 58 25 83 16 68 84 231
07:45 AM 63 17 80 65 19 84 21 94 115 279
08:00 AM 35 15 50 49 22 71 20 69 89 210
Total Volume 201 71 272 248 89 337 76 297 373 982
% App. Total 73.9 26.1 73.6 26.4 20.4 79.6
PHF .798 .710 .850 .816 .890 .851 .905 .790 .811 .880
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

I I I I
File Name : 01_ECJ_Graves_67N AM
Site Code : 23522559
Start Date : 6/9/2022
Page No : 2
City of El Cajon
N/S: Graves Avenue
E/W: SR-67 Northbound Ramps
Weather: Clear
Graves Avenue
SR-67 Northbound Ramps
Graves Avenue
Right
71 Thru
201
InOut Total
165 272 437
Left
248
Thru
89 Out TotalIn
498 337 835
Left
76 Right
297
TotalOut In
319 373 692
Peak Hour Begins at 07:15 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:15 AM 07:45 AM
+0 mins. 63 17 80 76 23 99 21 94 115
+15 mins. 35 15 50 58 25 83 20 69 89
+30 mins. 61 15 76 65 19 84 18 67 85
+45 mins. 58 18 76 49 22 71 26 69 95
Total Volume 217 65 282 248 89 337 85 299 384
% App. Total 77 23 73.6 26.4 22.1 77.9
PHF .861 .903 .881 .816 .890 .851 .817 .795 .835
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
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File Name : 01_ECJ_Graves_67N PM
Site Code : 23522559
Start Date : 6/9/2022
Page No : 1
City of El Cajon
N/S: Graves Avenue
E/W: SR-67 Northbound Ramps
Weather: Clear
Groups Printed- Total Volume
Graves Avenue
Southbound
Graves Avenue
Northbound
SR-67 Northbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 60 23 83 90 53 143 38 95 133 359
04:15 PM 87 36 123 65 54 119 57 102 159 401
04:30 PM 73 18 91 93 62 155 37 84 121 367
04:45 PM 79 24 103 74 62 136 55 92 147 386
Total 299 101 400 322 231 553 187 373 560 1513
05:00 PM 91 28 119 96 56 152 37 81 118 389
05:15 PM 80 22 102 100 72 172 37 87 124 398
05:30 PM 80 16 96 81 57 138 36 82 118 352
05:45 PM 54 15 69 68 50 118 24 98 122 309
Total 305 81 386 345 235 580 134 348 482 1448
Grand Total 604 182 786 667 466 1133 321 721 1042 2961
Apprch % 76.8 23.2 58.9 41.1 30.8 69.2
Total % 20.4 6.1 26.5 22.5 15.7 38.3 10.8 24.3 35.2
Graves Avenue
Southbound
Graves Avenue
Northbound
SR-67 Northbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 87 36 123 65 54 119 57 102 159 401
04:30 PM 73 18 91 93 62 155 37 84 121 367
04:45 PM 79 24 103 74 62 136 55 92 147 386
05:00 PM 91 28 119 96 56 152 37 81 118 389
Total Volume 330 106 436 328 234 562 186 359 545 1543
% App. Total 75.7 24.3 58.4 41.6 34.1 65.9
PHF .907 .736 .886 .854 .944 .906 .816 .880 .857 .962
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

I I I I
File Name : 01_ECJ_Graves_67N PM
Site Code : 23522559
Start Date : 6/9/2022
Page No : 2
City of El Cajon
N/S: Graves Avenue
E/W: SR-67 Northbound Ramps
Weather: Clear
Graves Avenue
SR-67 Northbound Ramps
Graves Avenue
Right
106
Thru
330
InOut Total
420 436 856
Left
328
Thru
234
Out TotalIn
689 562 1251
Left
186
Right
359
TotalOut In
434 545 979
Peak Hour Begins at 04:15 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:30 PM 04:00 PM
+0 mins. 87 36 123 93 62 155 38 95 133
+15 mins. 73 18 91 74 62 136 57 102 159
+30 mins. 79 24 103 96 56 152 37 84 121
+45 mins. 91 28 119 100 72 172 55 92 147
Total Volume 330 106 436 363 252 615 187 373 560
% App. Total 75.7 24.3 59 41 33.4 66.6
PHF .907 .736 .886 .908 .875 .894 .820 .914 .881
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
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City of El Cajon
Graves Avenue
B/ State Route 67 Northbound Ramps - Broadway
24 Hour Directional Volume Count

ECJ001
Site Code: 999-22559

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 07-Jun-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 17 140 10 150
12:15 9 123 15 197
12:30 8 157 9 164
12:45 8 137 42 557 4 151 38 662 80 1219
01:00 6 127 9 153
01:15 2 132 5 165
01:30 6 123 4 166
01:45 7 105 21 487 5 160 23 644 44 1131
02:00 3 131 6 160
02:15 5 138 3 149
02:30 5 144 3 127
02:45 9 135 22 548 4 169 16 605 38 1153
03:00 2 148 4 169
03:15 5 129 7 162
03:30 9 147 9 166
03:45 9 137 25 561 17 155 37 652 62 1213
04:00 4 138 14 181
04:15 13 141 13 149
04:30 23 151 15 156
04:45 17 125 57 555 23 160 65 646 122 1201
05:00 17 143 23 129
05:15 40 133 39 132
05:30 37 124 47 128
05:45 48 119 142 519 79 144 188 533 330 1052
06:00 39 111 63 103
06:15 67 124 76 118
06:30 69 113 81 107
06:45 67 91 242 439 93 106 313 434 555 873
07:00 97 98 94 103
07:15 98 90 117 86
07:30 110 98 124 102
07:45 118 83 423 369 130 88 465 379 888 748
08:00 85 91 121 86
08:15 89 87 104 75
08:30 97 88 126 74
08:45 90 74 361 340 146 58 497 293 858 633
09:00 81 59 134 49
09:15 113 54 125 51
09:30 99 57 141 39
09:45 110 37 403 207 158 43 558 182 961 389
10:00 111 31 151 46
10:15 116 26 150 36
10:30 123 32 162 33
10:45 119 27 469 116 185 20 648 135 1117 251
11:00 130 23 179 17
11:15 133 18 187 24
11:30 114 17 181 13
11:45 115 23 492 81 168 10 715 64 1207 145
Total 2699 4779 2699 4779 3563 5229 3563 5229 6262 10008 Combined
Total 7478 7478 8792 8792 16270
AM Peak - 10:30 - - - 10:45 - - - - -
Vol. - 505 - - - 732 - - - - -
P.H.F. 0.949 0.979
PM Peak - - 03:45 - - - 02:45 - - - -
Vol. - - 567 - - - 666 - - - -
P.H.F. 0.939 0.985

Percentag
e 36.1% 63.9% 40.5% 59.5%
ADT/AADT ADT 16,270 AADT 16,270

City of El Cajon
Hart Drive
E/ Graves Avenue
24 Hour Directional Volume Count

ECJ004
Site Code: 999-22559

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 07-Jun-22 Eastbound Hour Totals Westbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 6 9 3 17
12:15 3 13 1 8
12:30 4 15 1 10
12:45 0 8 13 45 0 8 5 43 18 88
01:00 2 13 0 10
01:15 0 14 1 6
01:30 2 11 0 7
01:45 2 15 6 53 1 15 2 38 8 91
02:00 0 17 0 14
02:15 3 15 1 15
02:30 2 19 2 11
02:45 1 21 6 72 0 16 3 56 9 128
03:00 0 28 2 12
03:15 1 16 2 10
03:30 0 19 2 16
03:45 0 17 1 80 3 13 9 51 10 131
04:00 0 19 1 16
04:15 1 19 0 18
04:30 1 25 4 15
04:45 1 17 3 80 10 11 15 60 18 140
05:00 0 26 5 15
05:15 1 25 11 9
05:30 4 23 16 14
05:45 1 20 6 94 5 8 37 46 43 140
06:00 5 25 13 11
06:15 6 17 10 9
06:30 2 16 9 11
06:45 8 16 21 74 16 15 48 46 69 120
07:00 4 5 11 1
07:15 13 9 19 5
07:30 10 12 14 8
07:45 16 12 43 38 18 5 62 19 105 57
08:00 9 15 21 8
08:15 7 14 14 10
08:30 8 8 14 6
08:45 5 18 29 55 18 8 67 32 96 87
09:00 10 8 15 3
09:15 8 16 8 10
09:30 9 11 11 2
09:45 14 8 41 43 15 7 49 22 90 65
10:00 12 9 7 4
10:15 15 6 4 3
10:30 6 5 13 1
10:45 9 9 42 29 18 4 42 12 84 41
11:00 16 3 11 3
11:15 17 2 2 2
11:30 9 6 16 1
11:45 15 6 57 17 16 1 45 7 102 24
Total 268 680 268 680 384 432 384 432 652 1112
Combined
Total 948 948 816 816 1764
AM Peak - 11:00 - - - 07:15 - - - - -
Vol. - 57 - - - 72 - - - - -
P.H.F. 0.838 0.857
PM Peak - - 05:00 - - - 03:30 - - - -
Vol. - - 94 - - - 63 - - - -
P.H.F. 0.904 0.875

Percentag
e 28.3% 71.7% 47.1% 52.9%
ADT/AADT ADT 1,764 AADT 1,764

City of El Cajon
Graves Avenue
N/ State Route 67 Northbound Ramps
24 Hour Directional Volume Count

ECJ002
Site Code: 999-22559

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 07-Jun-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 10 51 2 47
12:15 6 37 5 51
12:30 6 51 3 53
12:45 0 43 22 182 2 72 12 223 34 405
01:00 4 47 3 46
01:15 5 55 2 63
01:30 3 57 2 48
01:45 3 60 15 219 3 49 10 206 25 425
02:00 1 52 0 47
02:15 3 55 0 57
02:30 4 70 4 53
02:45 2 58 10 235 3 64 7 221 17 456
03:00 0 67 3 69
03:15 1 52 2 68
03:30 1 71 6 68
03:45 1 79 3 269 6 64 17 269 20 538
04:00 1 67 4 70
04:15 1 54 5 62
04:30 4 55 11 79
04:45 4 46 10 222 10 66 30 277 40 499
05:00 2 67 12 66
05:15 5 69 24 55
05:30 6 56 24 50
05:45 15 45 28 237 16 44 76 215 104 452
06:00 9 50 23 42
06:15 12 50 22 30
06:30 14 30 34 34
06:45 29 34 64 164 38 43 117 149 181 313
07:00 14 32 46 31
07:15 23 36 57 30
07:30 31 35 65 21
07:45 38 31 106 134 69 22 237 104 343 238
08:00 26 40 67 29
08:15 28 36 47 20
08:30 29 26 53 26
08:45 23 27 106 129 36 17 203 92 309 221
09:00 23 23 41 23
09:15 33 28 30 14
09:30 29 32 38 18
09:45 51 28 136 111 56 12 165 67 301 178
10:00 39 19 45 17
10:15 44 12 37 13
10:30 41 17 52 7
10:45 47 18 171 66 56 10 190 47 361 113
11:00 52 6 57 7
11:15 62 4 45 7
11:30 32 10 53 2
11:45 42 14 188 34 58 3 213 19 401 53
Total 859 2002 859 2002 1277 1889 1277 1889 2136 3891
Combined
Total 2861 2861 3166 3166 6027
AM Peak - 10:30 - - - 07:15 - - - - -
Vol. - 202 - - - 258 - - - - -
P.H.F. 0.815 0.935
PM Peak - - 03:30 - - - 04:00 - - - -
Vol. - - 271 - - - 277 - - - -
P.H.F. 0.858 0.877

Percentag
e 30.0% 70.0% 40.3% 59.7%
ADT/AADT ADT 6,027 AADT 6,027

City of El Cajon
Graves Avenue
N/ Hart Drive
24 Hour Directional Volume Count

ECJ003
Site Code: 999-22559

Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
Phone: (951) 268-6268
email: [email protected]

Start 07-Jun-22 Northbound Hour Totals Southbound Hour Totals Combined Totals Time Tue Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon Morning Afternoon 12:00 7 41 3 45
12:15 5 34 5 57
12:30 4 44 4 65
12:45 0 33 16 152 3 56 15 223 31 375
01:00 3 22 1 49
01:15 5 36 2 58
01:30 1 40 4 46
01:45 4 39 13 137 5 49 12 202 25 339
02:00 2 44 0 43
02:15 0 37 0 58
02:30 4 47 4 56
02:45 0 48 6 176 3 72 7 229 13 405
03:00 0 45 1 61
03:15 0 35 2 68
03:30 0 55 2 79
03:45 2 56 2 191 3 71 8 279 10 470
04:00 1 50 6 74
04:15 1 51 4 64
04:30 4 39 6 80
04:45 3 38 9 178 5 65 21 283 30 461
05:00 1 46 7 68
05:15 6 44 17 59
05:30 6 35 13 46
05:45 16 29 29 154 11 34 48 207 77 361
06:00 9 42 15 48
06:15 5 23 19 26
06:30 13 25 25 28
06:45 21 29 48 119 30 38 89 140 137 259
07:00 21 24 40 31
07:15 20 24 47 31
07:30 27 22 61 16
07:45 26 28 94 98 62 32 210 110 304 208
08:00 24 26 49 28
08:15 25 32 40 25
08:30 18 24 51 21
08:45 25 21 92 103 32 20 172 94 264 197
09:00 17 16 36 21
09:15 23 19 35 17
09:30 28 25 38 21
09:45 36 20 104 80 59 15 168 74 272 154
10:00 31 10 35 14
10:15 27 9 40 8
10:30 33 13 42 6
10:45 34 13 125 45 49 12 166 40 291 85
11:00 44 2 64 7
11:15 43 2 54 6
11:30 32 6 58 3
11:45 36 6 155 16 47 3 223 19 378 35
Total 693 1449 693 1449 1139 1900 1139 1900 1832 3349
Combined
Total 2142 2142 3039 3039 5181
AM Peak - 11:00 - - - 10:45 - - - - -
Vol. - 155 - - - 225 - - - - -
P.H.F. 0.881 0.879
PM Peak - - 03:30 - - - 03:15 - - - -
Vol. - - 212 - - - 292 - - - -
P.H.F. 0.946 0.924

Percentag
e 32.4% 67.6% 37.5% 62.5%
ADT/AADT ADT 5,181 AADT 5,181

• GRAVES AVENUE AT SR- 67 SYNCHRO WORKSHEETS:
 Existing Traffic Conditions
 Existing plus Project Traffic Conditions

Hyundai of El Cajon
Existing Conditions
1: Graves Ave & SR-67 Ramps
Timing Plan: AM PEAK
EXAM.syn
Synchro 11 Report
07/27/2022
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
76 297
248
89 201
71 Future Volume (veh/h)
76 297
248
89 201
71 Initial Q (Qb), veh
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)

1.00 1.00

1.00 1.00
Parking Bus, Adj

1.00 1.00

1.00 1.00

1.00 1.00
Work Zone On Approach
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
86 338
282
101
228
81 Peak Hour Factor

0.88 0.88

0.88 0.88

0.88 0.88
Percent Heavy Veh, %
2 2
2 2
2 2
Cap, veh/h
354
1087
681
357
640
285
Arrive On Green

0.20 0.20

0.19 0.19

0.18 0.18
Sat Flow, veh/h
1781
2790
3563
1870
3647
1585
Grp Volume(v), veh/h
86 338
282
101
228
81 Grp Sat Flow(s),veh/h/ln
1781
1395
1781
1870
1777
1585
Q Serve(g_s), s

1.1 2.3

1.9 1.3

1.6 1.2
Cycle Q Clear(g_c), s

1.1 2.3

1.9 1.3

1.6 1.2
Prop In Lane

1.00 1.00

1.00 1.00
Lane Grp Cap(c), veh/h
354
1087
681
357
640
285
V/C Ratio(X)

0.24 0.31

0.41 0.28

0.36 0.28
Avail Cap(c_a), veh/h
1214
2434
2555
1341
2421
1080
HCM Platoon Ratio

1.00 1.00

1.00 1.00

1.00 1.00
Upstream Filter(I)

1.00 1.00

1.00 1.00

1.00 1.00
Uniform Delay (d), s/veh

9.4 5.9

9.9 9.6

10.0 9.9
Incr Delay (d2), s/veh

0.4 0.2

0.4 0.4

0.3 0.5
Initial Q Delay(d3),s/veh

0.0 0.0

0.0 0.0

0.0 0.0
%ile BackOfQ(50%),veh/ln

0.3 0.7

0.6 0.4

0.5 0.3
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh

9.8 6.1

10.3 10.1

10.4 10.4
LnGrp LOS
A
A
B
B
B
B
Approach Vol, veh/h
424
383
309
Approach Delay, s/veh

6.8 10.2

10.4 Approach LOS
A
B
B
Timer - Assigned Phs
2 4
6 Phs Duration (G+Y+Rc), s

9.3 9.5

9.0 Change Period (Y+Rc), s

4.0 4.0

4.0 Max Green Setting (Gmax), s

20.0 19.0

19.0 Max Q Clear Time (g_c+I1), s

3.9 4.3

3.6 Green Ext Time (p_c), s

1.4 1.4

1.5 Intersection Summary
HCM 6th Ctrl Delay

9.0 HCM 6th LOS
A
Notes
User approved volume balancing among the lanes for turning movement.

Hyundai of El Cajon
Existing Conditions
1: Graves Ave & SR-67 Ramps
Timing Plan: PM PEAK
EXPM.syn
Synchro 11 Report
07/27/2022
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
186
359
328
234
330
106
Future Volume (veh/h)
186
359
328
234
330
106
Initial Q (Qb), veh
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)

1.00 1.00

1.00 1.00
Parking Bus, Adj

1.00 1.00

1.00 1.00

1.00 1.00
Work Zone On Approach
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
194
374
342
244
344
110
Peak Hour Factor

0.96 0.96

0.96 0.96

0.96 0.96
Percent Heavy Veh, %
2 2
2 2
2 2
Cap, veh/h
369
1245
852
447
734
327
Arrive On Green

0.21 0.21

0.24 0.24

0.21 0.21
Sat Flow, veh/h
1781
2790
3563
1870
3647
1585
Grp Volume(v), veh/h
194
374
342
244
344
110
Grp Sat Flow(s),veh/h/ln
1781
1395
1781
1870
1777
1585
Q Serve(g_s), s

3.3 3.0

2.8 3.9

2.9 2.0
Cycle Q Clear(g_c), s

3.3 3.0

2.8 3.9

2.9 2.0
Prop In Lane

1.00 1.00

1.00 1.00
Lane Grp Cap(c), veh/h
369
1245
852
447
734
327
V/C Ratio(X)

0.53 0.30

0.40 0.55

0.47 0.34
Avail Cap(c_a), veh/h
980
2201
2062
1083
1954
872
HCM Platoon Ratio

1.00 1.00

1.00 1.00

1.00 1.00
Upstream Filter(I)

1.00 1.00

1.00 1.00

1.00 1.00
Uniform Delay (d), s/veh

12.2 6.1

11.1 11.5

12.0 11.7
Incr Delay (d2), s/veh

1.2 0.1

0.3 1.0

0.5 0.6
Initial Q Delay(d3),s/veh

0.0 0.0

0.0 0.0

0.0 0.0
%ile BackOfQ(50%),veh/ln

1.1 1.0

0.9 1.4

1.0 0.6
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh

13.4 6.3

11.4 12.5

12.5 12.3
LnGrp LOS
B
A
B
B
B
B
Approach Vol, veh/h
568
586
454
Approach Delay, s/veh

8.7 11.9

12.5 Approach LOS
A
B
B
Timer - Assigned Phs
2 4
6 Phs Duration (G+Y+Rc), s

12.3 11.2

11.1 Change Period (Y+Rc), s

4.0 4.0

4.0 Max Green Setting (Gmax), s

20.0 19.0

19.0 Max Q Clear Time (g_c+I1), s

5.9 5.3

4.9 Green Ext Time (p_c), s

2.3 1.8

2.2 Intersection Summary
HCM 6th Ctrl Delay

10.9 HCM 6th LOS
B
Notes
User approved volume balancing among the lanes for turning movement.

Hyundai of El Cajon
Existing Plus Proj
1: Graves Ave & SR-67 Ramps
Timing Plan: AM PEAK
EXWPAM.syn
Synchro 11 Report
07/27/2022
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
105
297
248
108
214
75 Future Volume (veh/h)
105
297
248
108
214
75 Initial Q (Qb), veh
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)

1.00 1.00

1.00 1.00
Parking Bus, Adj

1.00 1.00

1.00 1.00

1.00 1.00
Work Zone On Approach
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
119
338
282
123
243
85 Peak Hour Factor

0.88 0.88

0.88 0.88

0.88 0.88
Percent Heavy Veh, %
2 2
2 2
2 2
Cap, veh/h
358
1098
686
360
656
293
Arrive On Green

0.20 0.20

0.19 0.19

0.18 0.18
Sat Flow, veh/h
1781
2790
3563
1870
3647
1585
Grp Volume(v), veh/h
119
338
282
123
243
85 Grp Sat Flow(s),veh/h/ln
1781
1395
1781
1870
1777
1585
Q Serve(g_s), s

1.6 2.4

2.0 1.6

1.7 1.3
Cycle Q Clear(g_c), s

1.6 2.4

2.0 1.6

1.7 1.3
Prop In Lane

1.00 1.00

1.00 1.00
Lane Grp Cap(c), veh/h
358
1098
686
360
656
293
V/C Ratio(X)

0.33 0.31

0.41 0.34

0.37 0.29
Avail Cap(c_a), veh/h
1189
2400
2503
1314
2372
1058
HCM Platoon Ratio

1.00 1.00

1.00 1.00

1.00 1.00
Upstream Filter(I)

1.00 1.00

1.00 1.00

1.00 1.00
Uniform Delay (d), s/veh

9.7 6.0

10.1 9.9

10.2 10.0
Incr Delay (d2), s/veh

0.5 0.2

0.4 0.6

0.3 0.5
Initial Q Delay(d3),s/veh

0.0 0.0

0.0 0.0

0.0 0.0
%ile BackOfQ(50%),veh/ln

0.5 0.7

0.6 0.5

0.5 0.4
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh

10.3 6.1

10.5 10.5

10.5 10.5
LnGrp LOS
B
A
B
B
B
B
Approach Vol, veh/h
457
405
328
Approach Delay, s/veh

7.2 10.5

10.5 Approach LOS
A
B
B
Timer - Assigned Phs
2 4
6 Phs Duration (G+Y+Rc), s

9.5 9.7

9.3 Change Period (Y+Rc), s

4.0 4.0

4.0 Max Green Setting (Gmax), s

20.0 19.0

19.0 Max Q Clear Time (g_c+I1), s

4.0 4.4

3.7 Green Ext Time (p_c), s

1.5 1.5

1.6 Intersection Summary
HCM 6th Ctrl Delay

9.2 HCM 6th LOS
A
Notes
User approved volume balancing among the lanes for turning movement.

Hyundai of El Cajon
Existing Plus Proj
1: Graves Ave & SR-67 Ramps
Timing Plan: PM PEAK
EXWPPM.syn
Synchro 11 Report
07/27/2022
Movement
EBL
EBR
NBL
NBT
SBT
SBR
Lane Configurations
Traffic Volume (veh/h)
206
359
328
247
368
117
Future Volume (veh/h)
206
359
328
247
368
117
Initial Q (Qb), veh
0 0
0 0
0 0
Ped-Bike Adj(A_pbT)

1.00 1.00

1.00 1.00
Parking Bus, Adj

1.00 1.00

1.00 1.00

1.00 1.00
Work Zone On Approach
No
No
No
Adj Sat Flow, veh/h/ln
1870
1870
1870
1870
1870
1870
Adj Flow Rate, veh/h
215
374
342
257
383
122
Peak Hour Factor

0.96 0.96

0.96 0.96

0.96 0.96
Percent Heavy Veh, %
2 2
2 2
2 2
Cap, veh/h
380
1267
858
450
769
343
Arrive On Green

0.21 0.21

0.24 0.24

0.22 0.22
Sat Flow, veh/h
1781
2790
3563
1870
3647
1585
Grp Volume(v), veh/h
215
374
342
257
383
122
Grp Sat Flow(s),veh/h/ln
1781
1395
1781
1870
1777
1585
Q Serve(g_s), s

3.9 3.1

2.9 4.4

3.4 2.4
Cycle Q Clear(g_c), s

3.9 3.1

2.9 4.4

3.4 2.4
Prop In Lane

1.00 1.00

1.00 1.00
Lane Grp Cap(c), veh/h
380
1267
858
450
769
343
V/C Ratio(X)

0.57 0.30

0.40 0.57

0.50 0.36
Avail Cap(c_a), veh/h
929
2126
1955
1027
1853
826
HCM Platoon Ratio

1.00 1.00

1.00 1.00

1.00 1.00
Upstream Filter(I)

1.00 1.00

1.00 1.00

1.00 1.00
Uniform Delay (d), s/veh

12.8 6.3

11.6 12.2

12.5 12.1
Incr Delay (d2), s/veh

1.3 0.1

0.3 1.1

0.5 0.6
Initial Q Delay(d3),s/veh

0.0 0.0

0.0 0.0

0.0 0.0
%ile BackOfQ(50%),veh/ln

1.4 1.1

0.9 1.6

1.1 0.7
Unsig. Movement Delay, s/veh
LnGrp Delay(d),s/veh

14.1 6.4

11.9 13.3

13.0 12.7
LnGrp LOS
B
A
B
B
B
B
Approach Vol, veh/h
589
599
505
Approach Delay, s/veh

9.2 12.5

13.0 Approach LOS
A
B
B
Timer - Assigned Phs
2 4
6 Phs Duration (G+Y+Rc), s

12.8 11.8

11.9 Change Period (Y+Rc), s

4.0 4.0

4.0 Max Green Setting (Gmax), s

20.0 19.0

19.0 Max Q Clear Time (g_c+I1), s

6.4 5.9

5.4 Green Ext Time (p_c), s

2.4 1.9

2.4 Intersection Summary
HCM 6th Ctrl Delay

11.5 HCM 6th LOS
B
Notes
User approved volume balancing among the lanes for turning movement.

PLANNING COMMISSION RESOLUTION NO. 11081

A RESOLUTION RECOMMENDING CITY COUNCIL APPROVAL OF

CALIFORNIA ENVIRONMENTAL QUALITY ACT (CEQA)
CATEGORICAL EXEMPTION 15332 (IN-FILL DEVELOPMENT) FOR
SPECIFIC PLAN NO. 2022-0001, AN AMENDMENT TO SPECIFIC PLAN NO. 452
WHEREAS, the El Cajon Planning Commission held a duly advertised public hearing on November 1, 2022, to consider Specific Plan No. 2022-0001, an amendment to Specific Plan No. 452, for the future development of an automobile dealership at the southeast corner of Graves Avenue and Hart Drive at Assessor Parcel Number (APNs) 483-090-15-00; 483-090-16-00; 483-090-24-00; 483-090-25-00; 483-090-26-00; 483-090-42-00; and 483-090-41-00; and
WHEREAS, the proposed project would involve redevelopment of disturbed land historically used as a recreational facility with a 36,989 square foot automobile dealership, 1,232 square foot carwash, and appurtenant access, landscape and street improvements; and
WHEREAS, in accordance with CEQA Guidelines section 15061(b)(2), and prior to making a recommendation to the City Council, the Planning Commission reviewed and considered the information contained in the project staff report; and WHEREAS, it is proposed that the project is categorically exempt from the environmental review requirements of CEQA pursuant to section 15332 (In-fill Development) of the CEQA Guidelines, which allows for in-fill development in urbanized areas, as the record of proceedings contains evidence to support the determination that the Class 32 Categorical Exemption applies;
WHEREAS, no evidence was presented in proceedings that any of the conditions exist to provide exceptions to categorical exemptions as described in CEQA Guidelines section 15300.2, exist; and
WHEREAS, after considering evidence and facts, the Planning Commission considered Categorical Exemption, section 15332 as presented at its meeting; and NOW, THEREFORE, BE IT RESOLVED by the El Cajon Planning Commission as follows:

Section 1. That the foregoing recitals are true and correct, and are findings of fact of the El Cajon Planning Commission in regard to the proposed exemptions for Specific Plan No. 2022-0001, an Amendment to Planning Commission Resolution No. 11081
Section 2.

Specific Plan No. 452.

The El Cajon Planning Commission hereby further finds that the record in this proceeding includes evidence to support the following:

A. The project site is designated Regional Commercial on the General Plan Land Use Map which is intended for large shopping centers but may also include other major uses important for sales tax generation. The proposed amendment is further consistent with General Plan Goal 9, along with its objectives and policies, which encourage the creation and retention of a strong, competitive region-wide commercial base as well as specific General Plan Policies 9-3.4 and Policy 9-4.11. The Zoning Code further requires a Specific Plan for construction of any buildings or structures across property lines and therefore the Specific Plan remains appropriate for the site.

B. The project site is located within city limits, has a usable site area of less than five acres, and is surrounded by urban uses, including multiple-family residences, single-family residences, shopping centers, and transportation land uses.

C. The subject site was previously developed with a recreational facility and remains in a disturbed condition from this historical use. There are no extant habitats on site for use by endangered, rare, or threatened species.

D. The proposed amendment would result in an additional 867 average daily trips on adjacent roadways. Pursuant to the Institute of Transportation Engineer Guidelines for
Transportation Impact Studies in the San Diego Region, used by the City of El Cajon to assess traffic related impacts, projects which are consistent with the General Plan and generate fewer than 1,000 trips are presumed to have less than a significant impact. Similarly the Governor's Office of Planning and Research Technical Advisory on Evaluating Transportation Impacts in CEQA, states that retail stores less than 50,000 square feet in area may be considered locally serving. All land uses are subject to El Cajon Municipal Code (ECMC) Chapter 17.115 performance
standards for noise and air quality and therefore related impacts are avoided through their application to project design and land use operations. Similarly, the proposed project is a Priority Development Project under ECMC Chapter 16.60 and will thus be required to comply with Standard Urban Storm Water
Mitigation Plan requirements and all applicable storm water regulations of the aforementioned chapter.

Planning Commission Resolution No. 11081
Section 3.

E. All required utilities and public services are already extended to the subject site by virtue of its recent, previous use as a recreational facility and are expected to adequately serve the project. Furthermore, the proposed project will not result in any specific or general exceptions to the use of the categorical exemption as detailed under State CEQA Guidelines section 15300.2 which might otherwise preclude use of the exemption.

Cumulative effects from successive projects are unlikely occur given that the project is proposes a use anticipated under the General Plan and its accompanying environmental analysis. The project does not involve any other unusual circumstances that could potentially have a significant effect on the environment. No impacts to scenic highways will occur as Interstate 8 is not designated as a CalTrans scenic highway. The project site is not a hazardous waste site nor is it identified in any list compiled pursuant to Government Code section 65962.5, such as the Department of Toxic Substances Control EnviroStor database or the State Water Resources Control Board GeoTracker tool.

Historic resources will not be impacted as the project site is not included in the City of El Cajon Historic Preservation Inventory and occurs on disturbed property.

That based upon said findings of fact, the El Cajon Planning Commission hereby RECOMMENDS City Council APPROVAL of
the proposed CEQA exemption for Specific Plan No. 2022-0001, an amendment to Specific Plan No. 452.
{The remainder of this page intentionally left blank}

Planning Commission Resolution No. 11081
PASSED AND ADOPTED by the El Cajon Planning Commission at a regular meeting held November 1, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ATTEST:

CIRCO, SOTTILE, VALLES
NONE

MROZ, POLLACK-RUDE
Paul CIRCO, Acting Chair
Page4 of 4
PLANNING COMMISSION RESOLUTION NO. 11082

A RESOLUTION RECOMMENDING CITY COUNCIL APPROVAL OF
SPECIFIC PLAN NO. 2022-0001, AN AMENDMENT TO SPECIFIC PLAN NO. 452, AT 1155 GRAVES AVENUE IN THE REGIONAL COMMERCIAL (RC) GENERAL PLAN DESIGNATION AND THE C-R (REGIONAL
COMMERCIAL) ZONE; ASSESSOR PARCEL NUMBERS (APNS) 483-090- 15-00; 483-090-16-00; 483-090-24-00; 483-090-25-00; 483-090-26-00; 483-090- 42-00; and 483-090-41-00.

WHEREAS, the El Cajon Planning Commission held a duly advertised public hearing on November 1, 2022, to consider Specific Plan No. 2022-0001, an amendment to Specific Plan No. 452, for the future development of an automobile dealership at the southeast corner of Graves A venue and Hart Drive; and
WHEREAS, the Planning Commission adopted the next resolution in order recommending City Council approval of the California Environmental Quality Act (CEQA) determination that the project is categorically exempt from the environmental review requirements of CEQA pursuant to section 15332 (In-fill Development) of the CEQA Guidelines; and
WHEREAS, at the public hearing the Planning Commission received evidence through public testimony and comment in the form of verbal and written communications, and reports prepared and presented to the Planning Commission, including (but not limited to) evidence such as the following:

A. The proposed project will redevelop an existing underutilized site located adjacent to the City's regional commercial district whereby expanding opportunities for local job creation and synergistic compatibility with surrounding community scale commercial uses. Furthermore, it will construct a modern facility that will add economic and visual quality to the City's tax base and built environment.

Moreover, the specific plan includes development standards and ongoing conditions attached as Exhibit A to ensure a compatible neighborhood operation with the existing and planned land uses in the vicinity.

B. The project focuses on a particular portion of the City where special circumstances require a more detailed framework of development than the General Plan, and more detailed standards than the general provisions of the Zoning Code. It effectively establishes a link between implementing policies of the General Plan and the individual development proposals in a defined area. A specific plan remains an appropriate entitlement for the subject properties given that the Zoning Code, which implements the General Plan, explicitly requires a Specific Plan to construct across property lines. Moreover, the proposed amendment is Plam1ing Commission Resolution No. 11082
consistent with General Plan Goal 9, which encourages the creation and retention of a strong, competitive region-wide commercial base, as well as specific implementing Policies 9-3.4 and 9-4.11.

NOW, THEREFORE, BE IT RESOLVED by the El Cajon Planning Commission as follows:

Section 1. That the foregoing recitals are true and correct, and are findings of fact of the El Cajon Plaiming Commission in regard to Specific Plan No. 2022- 0001.

Section 2. That based upon said findings of fact, the El Cajon Planning Commission hereby RECOMMENDS City Council APPROVAL of Specific Plan No. 2022-0001, in accordance with the attached Exhibit 11 A11 • {The remainder of this page intentionally left blank}

Planning Commission Resolution No. 11082
PASSED AND ADOPTED by the El Cajon Planning Commission at a regular meeting held November 1, 2022, by the following vote:

AYES:

NOES:

ABSENT:

ATTEST:

CIR CO, SOTTILE, VALLES
NONE

MROZ, POLLACK-RUDE
Paul CIRCO, Acting Chair

Hart Drive
Graves Avenue
Site Aerial
State Route 67
lb<· h1lli::r ,fOpJ1<1rlrmi(r
~ , ... ~
,,,, '-I',"'
,./Jr,r31,:.\
City of El Cajon
Type of Planning Permit(s) Requested:

OAZP CUP
Administrative Zoning Conditional Use Permit
Permit
OMUP PRO
Minor Use Permit Planned Residential
Development
OSP OscR
Specific Plan Substantial
Conformance Review
VAR ZR
Variance Zone Reclassification
Project Location
Project Assistance Center

PLANNING PERMIT APPLICATION
OLLA MA
Lot Line Adjustment Minor Amendment

OPUD OSDP
Planned Unit Site Development Plan
Development Permit

OTPM OTSM
Tentative Parcel Map Tentative Subdivision
Map
IX] Other: Amendment to S~ecific Plan No. 528
Parcel Number (APN): 483-090-15, 16, 24, ,25, 26, 41 - 42 Address: 1155 GRAVES AVE., EL CAJON, CA 92021
Nearest Intersection: GRAVES AVE & HART DRIVE
Project Description (or attach separate narrative)
NEW 36,989 SOFT, TWO STORY, FULL SERVICE AUTO DEALERSHIP (SHOWROOM,

SERVICE WORKSHOP , DETAIL BAYS, PARTS/TIRE STORAGE AND OFFICES) WITH SEPARTE 1,232 SOFT, SINGLE STORY CAR WASH . SITE WORK TO INCLUDE TWO DRIVEWAYS FORM GRAVES AVE.

Project Screening g uestions If yes, please describe:

Existing use? No ~Yes COMMERCIAL
Modification of use? No ~Yes NEW AUTO SALES AND SERVICE USE New development or addition? No ~Yes NEW BUILDING ON SITE Existing Structures? No ~Yes Age of the structures: DEMrrou•o••sePPE""" 200 Civic Center Way I El Cajon I California I 9.2020 I 619-441-1742 Main I 619-441-1743 Fax

Demolition or substantial No 0Yes
modification proposed to site
improvements or structures?
Tenant improvements proposed? No 0Yes
Existing vegetation or trees on site ~No 0Yes
proposed for removal?
Proposed grading? No ~Yes Proposed quantities of cut and/or fill.

Applicant Information (the individual or entity proposing to carry out the project ; not for consultants) Company Name: JKC GRAVES LLC
Contact Name: JOHN KIEFER
Mailing Address: 1600 VALLEY RIVER DRIVE, SUITE 209
Phone: 541-915-6091 Email: [email protected]
Interest in Property: ~Own D Lease option
Project Representative Information (if different than applicant; consultant information here) Company Name: see above
Contact Name: License:

Mailing Address:

Phone: Email:

Property Owner Information (if different than applicant) Company Name: see above
Contact Name:

Mailing Address:

Phone: Email:

Hazardous Waste and Substances Statement
Section 65962.S(f) of the State of California Government Code requires that before the City of El Cajon accepts as complete an application for any discretionary project , the applicant submit a signed statement indicating whether or not the project site is identified on the State of California Hazardous Waste and Substances Sites List. This list identifies known sites that have been subject to releases of hazardous 200 Civic Center Way I El Cajon I California I 92020 I 619-441-1742 Main I 619-441-1743 Fax

chemicals, and is available at htt p://www.cale pa.ca.gov/ sitecleanu p/corteselist /. Check the appropriate box and if applicable, provide the necessary information:

The development project and any alternatives proposed in this application:

Dis/are NOT contained on the lists compiled pursuant to Government Code Section 65962.5.

Dis/are contained on the lists compiled pursuant to Government Code Section 65962.5.

If yes, provide Regulatory Identification Number: _ ______ Date of List: ____ _ _ Authorization
Applicant Signature1 :

Property Owner
Signature2:

Date:

1. that I have read this application and state that the above information is correct, and that I am the property owner, authorized ag of the property owner, or other person having a legal right, interest, or entitlement to the use of the property that is the subject of this application . I understand that the applicant is responsible for knowing and complying with the governing policies and regulations applicable to the proposed development or permit. The City is not liable for any damages or loss resulting from the actual or alleged failure to inform the applicant of any applicable laws or regulations, including before or during final inspections. City approval of a permit application, including all related plans and documents, is not a grant of approval to violate any applicable policy or regulation, nor does it constitute a waiver by the City to pursue any remedy, which may be available to enforce and correct violations of the applicable policies and regulations. I authorize representatives of the City to enter the subject property for inspection purposes.

2. Property Owner's Signature: If not the same as the applicant, property owner must also sign. A signed, expressed letter of consent to this application may be provided separately instead of signing this application form . By signing, property owner acknowledges and consents to all authorizations, requirements, conditions and notices described in this application. Notice of Restriction: property owner further acknowledges and consents to a Notice of Restriction being recorded on the title to their property related to approval of the requested permit. A Notice of Restriction runs with the land and binds any successors in interest.

Pre-application Conference
The purpose of a pre-application conference is to provide you an opportunity to review your project with City staff in a preliminary form to finalize submittal requirements and receive a cursory identification of potential issues. A pre-application is required unless waived by staff.

Conference date:

Application Submittal
To submit your application, it must be done by appointment scheduled in advance for all Level 3, 4, & 5 project reviews, unless waived by staff. It is recommended for projects that will subsequently meet the criteria for a Level 1-C review through Level 2.

Appointment date:
200 Civic Center Way I El Cajon I California I 92020 I 619-441-1742 Main I 619-441-1743 Fax

Project Assistance Center
Planning Group

DISCLOSURE STATEMENT
Disclosure Statement
This statement is intended to identify and avoid potential conflicts of interest that may exist between the project proponents and the decision makers; including City staff, Planning Commissioners, and City Council members.

The following information must be disclosed:

1. 2.

3. List the names and addresses of all
application.
persons having a financial interest in the
IVCV '-/~ ~\o6f-.~\\.t~c::iD
~(1~ rJ!_ '[}le 1
1 I\QCO 'l;\\,L~ ~~ ~* ~
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List the names and address of all persons having any ownership interest in the property involved.
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If any person identified pursuant to (1) above is a corporation or partnership, list the names and addresses of all individuals owning more than 10% of the shares in the corporation or owning any partnership i~~n ~~hi~ i)¥-'1.,'6> ~ ~ 1>- ~~~ ~<:r~E ~ &l~ ~"
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If any person identified pursuant to (1) above is a trust, list the name and address of any person serving as trustee or beneficiary or truster of the trust. 200 Civic Center Way I El Cajon I California I 92020 I 619-441-1742 Main I 619-441-1743 Fax

4. Have you or your agents transacted more than $500.00 worth of business with any member of City staff, Boards, Commissions, Committees and Council within tt:;;ast 12 months or $1,000.00 with the spouse of any such person? Yes__ No If yes, please indicate person(s), dates, and amounts of such transactions or gifts. "Person" is defined as "Any individual, proprietorship, firm, partnership, joint venture, syndicate, business trust, company, corporation, association, committee, and any other organization or group of persons acting in concert." Gov't Code §82047 . .J~l>· 't--1~
applicant/ date (l) •04-~ Print or type name of applicant NOTE: Attach appropriate names on additional pages as necessary.

Darnell & ASSOCIATES

TRANSPORTATION PLANNING & TRAFFIC ENGINEERING
August
25, 2022
Bry an Mac D
ermott,
Wagner Architecture Group
2124 El Camino Real, Suite 200
Oceanside, CA. 9205421
D&A Ref
. No: 220503
Subject: Vehicle Miles Traveled (VMT) and Local Mobility Assessment (LMA) for the proposed Hyundai of El Cajon Auto Dealership at 1155 Graves Avenue, El Cajon.

Dear Mr. Mac Dermott,
Darnell & Associates, (D&A) has prepared this report to identify if additional Vehicle Miles Traveled (VMT) and Local Mobi lity Assessment (LMA) analysis is required. Figure 1 is a vicinity map showing the Project location and the Project site plan is presented on Figure 2. The following outlines key assumptions for the Vehicle Miles Traveled (VMT) and Local Mobility Assessment (LMA) analysis requirement identified in the Institute of Traffic Engineers (ITE) Guidelines dated May 2019 used by the City of El Cajon.

PROJECT DESCRIPTION
T
he Project proposes to develop the Hyundai of El Cajon Facility at 1155 Graves Avenue in the City of El Cajon. The site plan for the Project proposes construction of the 38,221 square foot A
uto Sales and Repair Services Facility, Car Wash and the required parking, display parking and inventory parking shown on Figure 2. The Project site has two (2) driveways on Graves Avenue south of Hart Drive. Based on my professional experience, there will be a credit for trip generation for the existing 1.87 Acre Recreation Amusement Park presented on Figure 3. The Recreation Amusement Park is to be removed from the site and is to be credited to the proposed project trip generation.

PROJ

ECT TRIP GENERATION
Th
e trip generation rate for the Project is based on the "Not so Brief Guide" of Vehicular Traffic Generation Rates for the San Diego Region La nd Us e code 840 for Automotive Sale (New). A copy of the Land Use Code 840 trip generate rates are presented in Appendix A. . Table
1 summarizes the proposed trip generation for the proposed Project and existing Recreation Amusement Park.
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CURY STREET, #208/ SAN DIEGO, CA. 92111/ 619-233-9373
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/12 /38 /1 /i255 /39 /42
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/33 /37 /14 /0 /1 /2 /37
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/74 /23 /60 /59 /27 /62 /23 /53
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/28 /59 /53 /17 /62 /24 /67
/74 /23 /60 /59 /27 /62 /23 /53
/28 /59 /53 /17 /62 /24 /67
/74 /23 /60 /59 /27 /62 /23 /53
/28 /59 /53 /17 /62 /24 /67
/74 /23 /60 /59 /27 /62 /23 /53
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/131 /127/132/133/128 /134 /135 /i255 /137 /124 /135 /128/i255 /131 /138 /139 /140 ffi SITE PLAN
....... M2JEI,
ARC-1-tlTECTURAL 5ITE PLAN FOR REfEF:$:NCE ONLY

3. IF Dl5CF<EPANCIE5 LUTH DIMEN5I0NS Cf 5ITE FLAN TO FLOOR PLAN AND LOCAL ZONING ORDINANC.ES CANNOT BE MET, NOTIFY UJt.GNER ARCI-HTECTURE GROJP 2 PRIOR TO C0111ENCING ANY l!XJRK.
4 CONTRACTOR TO IN5FECT LIGHTIN'.":i AND REMOVE A.ND REPLACE DAMAGED NCtl.-FLNCTIONAL Ll6!-!TING POLE FIXTURES W/ NEW LED FIXTURE& THAT MATCH A5 CLOSELY TO EXISTING-CONTRACTOR TO 1.1.kJRK WITH ARCHITECT A.ND OJ.NER TO FIELD VERIFY PRIOR TO BID
5 FINISHES AND MATERIALS SHOULD BE IN ACCORDANCE UHi-! Tl-IE GD5I 2RJ DESIGN MANUAL AS NOTED IN CON5TfalCTION DRAWINGS-CCNTRACTOR TO REVIEW 1-l"YU-IDAI DESIGN DCO.t1ENT PRIOR TO BID

6. VEHICLE DISPLAY PAD. REfER TO SECTION 4.4 Cf THE DESIGN MAN.JAL FOR MORE lr-.FORMATION.

1. ELECTRIC VEHICLE CHARGERS, LOCATE AT LEAST ONE PEDESTAL OR WALL MO...NTED EV CHAR6IN6 STATION IN A LOCATION AT THE FRONT Cf THE SiOR!:, Yl5I6LE f:RCM THE RJ6Llc RIOOT-Ct'-WAY AND EASILY AccES&IBLE FOR CUSTOMER USE. INSTALL ll.HI-I HYUNDAI CUSTOM I.IJRAf' TO CLEAR!.. Y IDENTH THE CHARGiER&.
t
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• I I I I I I I I I I I I I I I I I
• I I I I I I I I I I 'l"'NTflRY i"'H19LES I I I
~~-+-~  -~~-+-~  -~~-+-~ -~~-
• I I I I I I I I I I I I I I I I I
• I I I I I I I I I I I I I I I I I
L _I _ _l_ _L _JE~~ £'.1~ 1~ _I _ _l _ L _I _ _l_ _L __l _ L _I_ ~2'-~' I"\. TOCL
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CD

NOTES ARE GENERAL - NOT ALL ITEMS REFERENCED ON SHEET
CD DAS-JED LINE 15 AN APPROXIMATE LOCATION Cf Tl-IE PROPERTY LINE 51-!0llN FOR REFERENCE ONLY.

CI) NEW HYLNDAI PYLON SIGN (LARGiE&T ALLOJJABLE PER LOCAL CODE) CI) EXISTl\',,ti: RJ6LIC SIDEWALK
CD 5TANDARD ACCESSIBLE PARKING STALL
CI) VAN ACCE5SIElLE PARK.ll'G !HALL

CD ACCESSIBLE SITE ENTRY FRCM AJBLIC SIDEWALK
CI:) ACCE55IBLE BUILDING-ENTRY
CI::) 60'-IZl' HIGH BRAND PYLON SIGN WITH MONITOR DISPLAY CD EXl5TING TRA&I-I ENCL05URE
CI) ELEC TRAN5f=ORHER
0D KNOX BOX III BUILDING
CJ2A) LOW (36' Hl6H) SECURITY 51.UNG GATES UJTH KNOX BOX III GATE5 ~ LOW (36' Hl6H) SECURITY DOJBLE 5UJNG GATE5
0D PRIVATE f:IRE HYDRANT
0D EXISTING: L,i\J',JD5CAPE AREA5
CJ[:J 51-lORT -TERM BIKE RACK
~ CLEAN AIR VEHICLE PARKIN:'.:! STALL
CJL) ACCESSIBLE EV CHARGll'G STALL
~ NEW SITE LIGHT POLE, 2-4'-fil' HIGH, 11.JLTI-HEAD LED SHIELDED f:IXTURE RE:

ELECTRICAL
0ID LOCATION Cf EXISTING-SIN6LE LI~ POLE - REMOVE AND REPLACE FIXTURE T NEW LED f:IXTURE, RE, ELEC. REf:INl51-1 EXISTING: LIGHT POLE TO HATCH NEW (I) NEW CONCRETE DISPLAY PAD RE, CIVIL, SEE ARCH f:OR f:INISHES.

PROVIDE PERIMETER Ll61-!TINS RE: ELEC. CONf:IF<M FINAL LOCATION WI OJNER
~ WALL MaNTED Ll6HT f:IXTURE RE: ELECTRICAL
CiQ NEW HYLNDAI DIRECTIONAL SIGN
------ - .-------
CD

NOTES ARE GENERAL - NOT ALL ITEMS REFERENCED ON SHEET
0D EXISTING WATER RISER
en:::) EXISTING WATER METER
0D NEW LEVEL-3 DC, PEDESTAL, TWO PORT EV CHAR6ER RE, ELEC, FOR INVENTORY, (CCN=IRM f:INAL LOCATION WITH Oll.NER)
O[) NEW EV CHAR6ER FOR EV 5ERVICE STALLS
0D NEW LEVEL-3 DC, PEDESTAL TI.LkJ PORT EV CI-IARGER RE: ELEC. FOR CUSTCMER USE.

NOTES ARE GENERAL - NOT ALL ITEM5 REFE=Rc::NCED ON SHEET 32~/lJ0 l;XlEEIOR lt1Ffi!D'@1aJTS Bl;, CIVIL pgAIIJlt,lsS OID 32.12.1&
QiD32.13J3
Gu) 32.13J6
arr) 32.39..13
Glli) 3231J3
- A5PHALT PAVING
- CONCRETE PAVING-
- DECORATIVE CONCRETE PAVING
- 24 HIGH CONCRETE f:ILED METAL BOLLARDS LOCATED IN LOO LANDSCAPE AT S'-0 O.C,
- EXI5tlNG CHJ WALL <Ht:IGHt vARlt:5 4-0 TO 6 -0) WITH NEW Cl-!AIN-LINI< FENCE WITH VISION SLATES !ALL BLACK FINISI-I) ~ 32.lb.13.13 - b' HIGH CONCRETE CURB
GIT) 32.lb.13.13 - EXl5TING CURB TO REMAIN
rn:[} 32.lb.13.13 - ROLLED CONCRETE CURB/HOJNT ABLE CURB (RD 32.13J6 - PRECA5T CONCRETE FAVER5
PROPERTY LINE RE: CML

FRECAST CONCRETE PAYERS

ASFHALT PAVING
PROF05ED BUILDING
DISPLAY PAAl<ING

LANDSCAPING AREA

DECORATIVE PAVING

CONCRETE FAYING, PER CIVIL
SITE LIGHTING: RE, ELECTRICAL
+- +- ACCE$SIBLE PATH OF TRAVEL
CHPT 5 HEIGHT & AREA LIM.

AREA DETEF<MINATION PER Srllb..2.4 MIXED-OCCUPANCY,
l1JLTISTORY BUILDING.

PER S083, NON SEPARATED MIXED OCOJPANCY !U5E HOST
RE5TRICTIVE '5-1' ALLOOANCE), SPRINKLERS, TYPE V-B
T ABLILAR AREA At =
f:RONT AGE INCREASE [NS x If]
CALCULATED ALLOWABLE BUILDING AREA FER 5TORr
ACTUAL AREA FER 5 TORY
HEIGHT: PER 5043, BUILDIN6 HEIOOT FOR 'B'
,IND '5' OCCUF,i\J',JCY, SPRIN<.LER5, TYPE V-B, =
61Z1' -IZI' MAX. ZONING MAX HEIGHT 60VERN&
STORY: PER 504.4, NO. Cf 5TORIES FOR 'B' AND
'5-1' OCCUPANCY, 5PRINKLER5, TYPE V-B,

EGIJATIONH
Aa•At {N5 , If)
21,IZlrlllZl
NIA
14,1196
ALLOI.UED • 35'-IZI",
ACTUAL HEIGHT = 30'-0'
5-1 MORE RESTRICTIVE
ALLCUED = Tl-!REE 5TORY
ACTUAL STORY • nuo STORY.
r
EB

PROJECT DATA
LOT AREA (GROSS/.

SETBACKS,
1-!EIG!-IT,
LOT COVERA.GE:
t/8,352 5GfT 1.5>7 ACRES
DEYELOA'1ENT 5TANDAF<D5 (BASED CN C-R Za!E)
REcm FRa-.JT = NONE
REQ'D SIDE, INTERIOR = NONE
REQ'D SIDE, EXTERIOR • 10'-0'
REQ'D REAR, INTERIOR • NONE
REQ'D FRa-1 R251DENTIALL Y ZCNED FROPERTY • 10'-0'
:?b'-0' MAX (C-M ZONE)
NIA, (44%, 31Zl,SU, 5QFT = BLDG: FOOTPRINT)
BEE REGlJIRED AND PROVIDED PARKING CALOJLATICNB BELCW
FLOOR AREA: SEE BUILDl»'.:i AREA CALCULATIONS BELO..U
LANDSCAPING·
SEE SITE PLAN FOR 4,br2l'1:l &GfT Cf LAND5CAPING PER ECMC

1.1$.100 MIN. LANDSCAPING REQ.
. ALL REGL EXTERIOR YARDS (EXCLUDING DRIVEWAYS) 3,240 5F . REQ'D PARKING x. 10 SQFT, l,3«or2l SF
SPRINKLERS:

TYPE Cf CONSTFa.lCTION:

OCCUPANCY TYFE, , S-1
BUILDING SEFARATICN: ON SEPARATED MIXED USE PER 5083

NUMBER OF STORIES,
NEW BUILDING::

FIRST FLOOR ElUILDING

FIRST FLOOR SERVICE DRIVE

TOTAL FIRST FLOOR

TOT AL SECOND FLOOR
TOTAL NEW BUILDING- AREA (GROSS!
PAAKING BASED ON TABLE I7.1.%.1':l!Zl, ca1MERCIAL U5E5
- GE-ERAL AND G!:NERAL RETAILS, FOR ALL DIFFERENT
USES AT PROP05ED DEALERSHIP <VEHICLE SALES,

OFFICES, PARTS STORAGE, SERVICE)
FER ECMC TAel.E I1.le&J ... Cctt1ERCIAL ZONE FARKNS,
I 5PACE/251Zl SQFT OF GROSS FLOOR AREA UP TO 10,01Zl1Zl SGH
FER ECHC TABLE I1.le&JW, Cott1ERCIAL ZONE PARKING-,
I 5PACE/31Zl1Zl 5QFT OF GROSS FLOOR FOR NEXT I5,01Zl1Zl SGH
FER ECHC TABLE I1.18SJW, CCM'1ERCIAL ZONE PARKIN'.:J,
I SPACE/~IZl SQFT Cf GROSS FLOOR AR1:A A60VE
25,IZllZllZl 5QFT
TOTAL l'fG!JIRED Off-STREET FA~NS STALLS
2,4':l4 5F
2':l,334 5F
13)21/ 41Zl1Zl
ACCESSIBLE SPACES: PER 21Zlll0 COC TABLE IIB-208.2, (3 SPACES F::Ea.JIRED) FER II6-21Zl8.2.4, Vb 5PACE TO VAN ACCE55I6LE, (I) VAN ACCE55IBLE, (2) 5TANDARD
5TANDARD 5TALL5, SIZE PER Ect1C TT.105£'30: 8'-6' X I8'-b' MIN.~ 91Zl 34 1,.

DEG. WITH 24'-IZl' BACKJ..IP AISLE. NOTE: 24' MAX OVERHANG AT 131 LAND5CAPING , SIDEWALKS !NOT TO OVERl-l~ REQ'D SIDEWALK WIDTH! CCMPACT 5TALL5: 0
CITY F EL CAJON
PERMIT ND.

ASSESSOR PARCEL NUMBER,

REQUEST,
PC RESOLUTION N~---­
CC RESOLUTION N~---­
RDINANCE No. DATE,
l,2325f
WbtGNER

ARCHITECTURE GROUP
815Clvlccent.erDrNe,SUlte101
Oceanslde,CA92054
760.967.0511
WagnerArchltecture.com
FIGURE 3 - 1.84 ACRE RECREATION AMUSEMENT PARK LOCATION SOURCE:
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Bryan Mac Dermott,
Wagner Architecture Group
August 25, 2022

VEHICLE MILES TRAVELED (VMT) ASSESSMENT
Senate Bill 743 (SB 743) was approved in 2013 and changed the way transportation impacts are measured under the California Environmental Quality Act (CEQA). The Office of Planning and Research (OPR) has recommended the use of V ehicle Miles Travelled (VMT) as the required metric to replace the automobile delay -based LOS.

According to the ITE Guidelines , a Project is required to evaluate transportation impacts under CEQA using the VMT metric.

Table 1 –Trip Generation Summary
Trip Generation rates (a)
ITE Land Use
(Code)
Daily
(Trips/KSF)
AM Peak PM Peak
ADT% In/Out
Ratio ADT% In/Out Ratio
Existing:

Recreation
Amusement Park
90(Trips/KSF) 2% 50% - 50% 6% 50% - 50%
Proposed:

Automotive
Sales(NEW) 840

28.65(KSF)-

29.45 1.87% 73% - 27% 1.80% 40% - 60%
Hyundai of El Cajon Trip Generation
Land Use
Density
Trip Generation
Daily AM Peak PM Peak
In Out Total In Out Total
Proposed:

Automotive
Sales(NEW) 840
38,221 S.F. 1,035 53 19 72 36 54 90
Existing:

Recreation
Amusement Park

1.87 Acre 168 2 2 4 5 5 10
New Net Increase Total 867 51 17 68 31 49 80
Source: The "Not so Brief Guide" of Vehicular Traffic Generation Rates for the San Diego Region.

KSF = Thousand Square Feet
Daily Trips = 28.65 x Thousand Square Feet (KSF) of project -2 9.45 I
I
Bryan Mac Dermott,
Wagner Architecture Group
August 25, 2022

VMT SCREENING

Based on the screening criteria for performing a detailed VMT analysis, the Project may be presumed to have a less than significant VMT impact, based on the Project is a “Locally Serving Retail Project”, defined as having 100,000 square feet gross floor area or less as stipulated in Senate Bill 743.

Since the Project is a “Locally Serving Retail Project” with less than 100,000 square feet , the Project is presumed to have a less than significant VMT impact per SB 743 , therefore additional VMT analysis is not required.

LOCAL MOBILITY ASSESSMENT ANALYSIS (LMA) SCREENING

Based on the screening criteria for Local Mobility Analysis (LMA), contained in the ITE Guidelines, the Project would be screened out from completing a LMA if the Project's land use is consistent with the Community Plan/Zoning designation and the Project is expected to generate less than 1,000 daily driveway trips with the credit for the existing Recreational Amusement Park Use and/or less than 100 peak hour trips. Review of Table 1 shows the project will generate less than 100 peak hour in the AM and PM peak hour periods.

The next step in the LMA was review of project traffic presented on Table 1 was assigned to the surrounding roadways, Figures 4 and 5 present the tri p distribution percentages and Figure 6 presents the Project traffic volumes.

Removal of the 1.87 Acre Recreational Amusement Park generates 187 daily, 68 AM peak hour trips and 80 PM peak hour trips, resulting in the proposed Project traffic being reduced to 848 daily trips which is less than the average 1,000 daily trips.

The Project trip generation of 867 daily trips identifies a focused traffic assessment is not required. However the Graves Avenue/SR -67 intersection will be analyzed for existing conditions plus project traffic.

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PROJECT TRAFFIC VOUMES
Bryan Mac Dermott,
Wagner Architecture Group
August 25, 2022

EXISTING PLUS PROJECT CONDITIONS

The next step in the project assessment analysis, we reviewed existing traffic volumes at the Graves Avenue/SR -67 On/Off Ramps. The AM/PM peak hour volumes were analyzed for existing conditions and existing plus project traffic conditions. Figure 7 presents the following conditions at the Graves Avenue/SR-67 on/off ramps.

- Existing Roadway Geometrics
- Existing AM/PM Peak Hour Traffic Volumes
- Project AM/PM Traffic Volumes
- Existing Plus Project AM/PM Peak Hour Traffic Volumes

The traffic volumes for existing conditions and existing plus project traffic volumes at the Graves Avenue / SR-67 on/off ramp were analyzed. Table 2 summarizes the analysis.

Review of Table 2 shows existing Graves Avenue / SR-67 intersection is currently operating at LOS A in the AM and PM peak hour. The addition of project traffic go the Graves Avenue / SR- 67 intersection will continue to operate at LOS A in the AM peak hour with the addition of project traffic and will operate at LOS B in the PM peak hour. Therefore no additional intersection analysis is required. Copies of the Existing and Existing plus Project Synchro worksheets are presented in Appendix B.

Table 2 – Existing Plus Project Intersection Analysis
Intersection Critical
Move.

Existing Conditions Existing plus Project Conditions
SIG.

AM Peak PM Peak AM Peak PM Peak
Delay
veh/sec LOS Delay
veh/sec LOS Delay
veh/sec LOS
∆
Delay
veh/sec
Delay
veh/sec LOS
∆
Delay
veh/sec
Graves
Avenue at
SR-67
Inter. 9.0 A 10.0 A 9.2 A 0.2 11.5 B 0.6 no
Notes: (a)Delays are reported as the average control delay for the entire intersection at signalized intersections and the worst movement at unsignalized intersections. (b) LOS calculations are based on the methodology outlined in the 2010 Highway Capacity Manual (HCM6). LOS = Level of Service, Critical Move. = Critical Movement, SIG. = Significant Impact, Inter. = Intersection

EXISTING GEOMETRICS
GRAVES AVENUE AT SR-67 ON/OFF RAMPS

EXISTING TRAFFIC VOLUMES

PROJECT TRAFFIC VOLUMESEXISTING PLUS TRAFFIC VOLUMES

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GRAVES AVE. AT SR-67 ON-OFF RAMPS
Bryan Mac Dermott,
Wagner Architecture Group
August 25, 2022

The final step in our analysis, we reviewed Graves Avenue adjacent to the project pedestrian, transit access and striping to identify the following recommended improvements on Graves Avenue south of Hart :

• Place bus bench at the MTS Route 833 Northbound stop at the southea st corner of the intersection of Graves Avenue at Hart Drive.

• To enhance access to/from the project driveways revise the Graves Avenue existing channelization from Hart Drive to south of the projec t to provide the channelization improvements shown on Figure 8.

The proposed improvements will provide:

• Two-way left turn access on Graves Avenue at the project driveways.

• Revisions to the existing channelization on Graves Avenue will be revised to extend the northbound bike lane on Graves Avenue to Hart Drive.

• The implementation of the recommended Graves Avenue channelization including the extension of the northbound bike lane adjacent to the project site will enhance site access and;

• The existing parking restrictions adjacent to project site and the proposed northbound bike lane will also enhance corner sight distance at the projects two driveways.
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114

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124

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EX. STREET NAME SIGNS

AND BENCH
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RELOCATE EX. R26 (CA) SIGN

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Darn e 11 & ASSOCIATES, INC. CHANNELIZATION PLAN FOR GRAVES AVENUE 220503 - alANNEllZATitJl PlJ\N.DWG 8/24/2022 JAM
Bryan Mac Dermott,
Wagner Architecture Group
August 25, 2022

SUMMARY
• The proposed Project would generate 1,035 daily trips , 72 AM peak hour trips and 90 PM peak hour trips to be added to the surrounding roadways. However, remo val of the existing 1.87 Acre Recreational Amusement Park that generates 187 daily , 68 AM peak hour trips and 80 PM peak hour trips, will result in the proposed Project traffic being reduced to 848 daily trips , which is less than the average 1,000 daily trips . This amount of traffic can be considered to comply with the City of El Cajon requirements and not require additional traffic analysis. • The Project is considered a "Locally Serving Retail Project" and therefore satisfy's screening criteria to not require additional VMT analysis. • Analysis of Graves Avenue/ SR-67 on/off ramp found the intersection to operate at LOS A in the AM peak hour and LOS B in the PM peak . Therefore no additional Local Mobility Analysis (LMA) is required .
• Implementation of the Graves A venue channelization improvements shown on Figure 6 will pro vide the follo wing :

Sincerely,
- Revise the channelization on Graves A venue to extend the existing center two way left-turn lane to Hart Drive.
- Extend the northbound bike lane on Graves A venue immed iately south of along the project site to Hart Drive.
- The proposed channelization will accommodate the future addition of a southbound bike lane from Hart Drive to the existing bike lane south of the project site, when the County of San Diego adds bike lanes on Graves A venue north of Hart Drive . The proposed impro vements are designed to add the southbound bike lane in the future .
- The existing parking restrict ions on Graves A venue and the addition of the northbound bike lane enhances sight distance exiting the projects two driveways .

DARNELL & ASSOCIATES,
~~
Bill E. Darnell, P.E.

RCE: 22338
BED/jam Date:
2205 02 - Revised Hyundai of El Cajon Traffic Analysis_ 8.25.22

Attachment A

Institute of Transportation Engineers (ITE) Trip Generation Manual, 10th Edition Land Use code 840 for Automotive Sale (Ne w)

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/67/86/77/57/i255/67/87/66/57/i255/67/64/77/57/i255/88/67/64/57/i255/65/66/65/57/i255/65/67/65/57/i255/65/67/87/57/i255/65/88/64/57/i255/65/65/77/57/i255/75/77/87/57/i255/75/87/66/57/i255/75/64/88/57/i255/86/66/67/57/i255/87/66/75/57/i255/87/67/64/57/i255/64/64/77/57/i255/64/64/66/57/i255/76/88/86/57/i255/76/87/65/57/i255/76/87/75 /89/90/91/92 /93/94/95/i255/97/98/99/98/93/100/101/94/102/99/i255/103/100/99/104/100/105/i255/106/107/101/108/i255/109/110/94/101/94/102/99/i255/111/i255/112/102/105/104/113/98/i255/114/115/i255/116/100/101/100/i255/111/i255/117/98/101/100/94/105/i255/118/119/100/99/110/i255/120/121/98/121/i255/122/107/107/123/122/124/124/125 /0 /1 /2 /3/4/3/5 /6 /7 /8 /i255 /10 /11 /7 /8 /12 /i255 /13 /14 /8/15/16 /17 /18 /19 /20 /21
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Attachment B

• TRAFFIC COUNTS

• GRAVES AVENUE AT SR- 67 SYNCHRO WORKSHEETS:
 Existing Traffic Conditions
 Existing plus Project Traffic Conditions

• TRAFFIC COUNTS

File Name : 01_ECJ_Graves_67N AM
Site Code : 23522559
Start Date : 6/9/2022
Page No : 1
City of El Cajon
N/S: Graves Avenue
E/W: SR-67 Northbound Ramps
Weather: Clear
Groups Printed- Total Volume
Graves Avenue
Southbound
Graves Avenue
Northbound
SR-67 Northbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 07:00 AM 40 13 53 59 10 69 10 59 69 191
07:15 AM 53 25 78 76 23 99 19 66 85 262
07:30 AM 50 14 64 58 25 83 16 68 84 231
07:45 AM 63 17 80 65 19 84 21 94 115 279
Total 206 69 275 258 77 335 66 287 353 963
08:00 AM 35 15 50 49 22 71 20 69 89 210
08:15 AM 61 15 76 49 28 77 18 67 85 238
08:30 AM 58 18 76 49 30 79 26 69 95 250
08:45 AM 55 11 66 48 38 86 23 84 107 259
Total 209 59 268 195 118 313 87 289 376 957
Grand Total 415 128 543 453 195 648 153 576 729 1920
Apprch % 76.4 23.6 69.9 30.1 21 79
Total % 21.6 6.7 28.3 23.6 10.2 33.8 8 30 38
Graves Avenue
Southbound
Graves Avenue
Northbound
SR-67 Northbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 07:15 AM
07:15 AM 53 25 78 76 23 99 19 66 85 262
07:30 AM 50 14 64 58 25 83 16 68 84 231
07:45 AM 63 17 80 65 19 84 21 94 115 279
08:00 AM 35 15 50 49 22 71 20 69 89 210
Total Volume 201 71 272 248 89 337 76 297 373 982
% App. Total 73.9 26.1 73.6 26.4 20.4 79.6
PHF .798 .710 .850 .816 .890 .851 .905 .790 .811 .880
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

I I I I
File Name : 01_ECJ_Graves_67N AM
Site Code : 23522559
Start Date : 6/9/2022
Page No : 2
City of El Cajon
N/S: Graves Avenue
E/W: SR-67 Northbound Ramps
Weather: Clear
Graves Avenue
SR-67 Northbound Ramps
Graves Avenue
Right
71 Thru
201
InOut Total
165 272 437
Left
248
Thru
89 Out TotalIn
498 337 835
Left
76 Right
297
TotalOut In
319 373 692
Peak Hour Begins at 07:15 AM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 07:00 AM to 08:45 AM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
07:45 AM 07:15 AM 07:45 AM
+0 mins. 63 17 80 76 23 99 21 94 115
+15 mins. 35 15 50 58 25 83 20 69 89
+30 mins. 61 15 76 65 19 84 18 67 85
+45 mins. 58 18 76 49 22 71 26 69 95
Total Volume 217 65 282 248 89 337 85 299 384
% App. Total 77 23 73.6 26.4 22.1 77.9
PHF .861 .903 .881 .816 .890 .851 .817 .795 .835
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
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File Name : 01_ECJ_Graves_67N PM
Site Code : 23522559
Start Date : 6/9/2022
Page No : 1
City of El Cajon
N/S: Graves Avenue
E/W: SR-67 Northbound Ramps
Weather: Clear
Groups Printed- Total Volume
Graves Avenue
Southbound
Graves Avenue
Northbound
SR-67 Northbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total 04:00 PM 60 23 83 90 53 143 38 95 133 359
04:15 PM 87 36 123 65 54 119 57 102 159 401
04:30 PM 73 18 91 93 62 155 37 84 121 367
04:45 PM 79 24 103 74 62 136 55 92 147 386
Total 299 101 400 322 231 553 187 373 560 1513
05:00 PM 91 28 119 96 56 152 37 81 118 389
05:15 PM 80 22 102 100 72 172 37 87 124 398
05:30 PM 80 16 96 81 57 138 36 82 118 352
05:45 PM 54 15 69 68 50 118 24 98 122 309
Total 305 81 386 345 235 580 134 348 482 1448
Grand Total 604 182 786 667 466 1133 321 721 1042 2961
Apprch % 76.8 23.2 58.9 41.1 30.8 69.2
Total % 20.4 6.1 26.5 22.5 15.7 38.3 10.8 24.3 35.2
Graves Avenue
Southbound
Graves Avenue
Northbound
SR-67 Northbound Ramps
Eastbound
Start Time Thru Right App. Total Left Thru App. Total Left Right App. Total Int. Total Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Entire Intersection Begins at 04:15 PM
04:15 PM 87 36 123 65 54 119 57 102 159 401
04:30 PM 73 18 91 93 62 155 37 84 121 367
04:45 PM 79 24 103 74 62 136 55 92 147 386
05:00 PM 91 28 119 96 56 152 37 81 118 389
Total Volume 330 106 436 328 234 562 186 359 545 1543
% App. Total 75.7 24.3 58.4 41.6 34.1 65.9
PHF .907 .736 .886 .854 .944 .906 .816 .880 .857 .962
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268

I I I I
File Name : 01_ECJ_Graves_67N PM
Site Code : 23522559
Start Date : 6/9/2022
Page No : 2
City of El Cajon
N/S: Graves Avenue
E/W: SR-67 Northbound Ramps
Weather: Clear
Graves Avenue
SR-67 Northbound Ramps
Graves Avenue
Right
106
Thru
330
InOut Total
420 436 856
Left
328
Thru
234
Out TotalIn
689 562 1251
Left
186
Right
359
TotalOut In
434 545 979
Peak Hour Begins at 04:15 PM

Total Volume
Peak Hour Data
North
Peak Hour Analysis From 04:00 PM to 05:45 PM - Peak 1 of 1 Peak Hour for Each Approach Begins at:
04:15 PM 04:30 PM 04:00 PM
+0 mins. 87 36 123 93 62 155 38 95 133
+15 mins. 73 18 91 74 62 136 57 102 159
+30 mins. 79 24 103 96 56 152 37 84 121
+45 mins. 91 28 119 100 72 172 55 92 147
Total Volume 330 106 436 363 252 615 187 373 560
% App. Total 75.7 24.3 59 41 33.4 66.6
PHF .907 .736 .886 .908 .875 .894 .820 .914 .881
Counts Unlimited, Inc.

PO Box 1178
Corona, CA 92878
(951)268-6268
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