Imperial Beach City Council
September 21, 2022

Ordinance No. 2022-1218

SERGE DEDINA, MAYOR
ATTEST:

JACQUELINE M. KELLY, CMC

CITY CLERK
APPROVED AS TO FORM:

JENNIFER LYON

CITY ATTORNEY

A
CalPERS EXHIBIT
California
Public Employees' Retirement System
----•----

AMENDMENT TO CONTRACT
Between the
Board of Administration
California Public Employees' Retirement System
and the
City Council
City of Imperial Beach
----•---- The Board of Administration, California Public Employees' Retirement System, hereinafter referred to as Board, and the governing body of the above public agency, hereinafter referred to as Public Agency, having entered into a contract effective May 1, 1961, and witnessed March 14, 1961, and as amended effective April 12, 1973, March 8, 1985, June 28, 1990, September 6, 1990, January 10, 1991, July 1, 1991, March 6, 1992, June 9, 1994, May 20, 1995, December 19, 1996, February 12, 1998, July 6, 2001, May 12, 2006, January 7, 2007, March 9, 2012, January 10, 2014, December 8, 2017, and January 15, 2021, which provides for participation of Public Agency in said System, Board and Public Agency hereby agree as follows:

A. Paragraphs 1 through 21 are hereby stricken from said contract as executed effective January 15, 2021, and hereby replaced by the following paragraphs numbered 1 through 21 inclusive:

1. All words and terms used herein which are defined in the Public Employees' Retirement Law shall have the meaning as defined therein unless otherwise specifically provided. "Normal retirement age" shall mean age 55 for classic local miscellaneous members entering membership in the miscellaneous classification on or prior to March 9, 2012, age 60 for classic local miscellaneous members entering membership for the first time in the miscellaneous classification after March 9, 2012, age 62 for new local miscellaneous members, age 55 for classic local police members, age 50 for classic ocean beach lifeguards and classic local fire members, and age 57 for new local safety members.

Attachment 2

2. Public Agency shall participate in the Public Employees' Retirement System from and after May 1, 1961, making its employees as hereinafter provided, members of said System subject to all provisions of the Public Employees' Retirement Law except such as apply only on election of a contracting agency and are not provided for herein and to all amendments to said Law hereafter enacted except those, which by express provisions thereof, apply only on the election of a contracting agency.

3. Public Agency agrees to indemnify, defend and hold harmless the California Public Employees' Retirement System (CalPERS) and its trustees, agents and employees, the CalPERS Board of Administration, and the California Public Employees' Retirement Fund from any claims, demands, actions, losses, liabilities, damages, judgments, expenses and costs, including but not limited to interest, penalties and attorney fees that may arise as a result of any of the following:
(a) Public Agency's election to provide retirement benefits, provisions or formulas under this Contract that are different than the retirement benefits, provisions or formulas provided under the Public Agency's prior non-CalPERS retirement program. (b) Any dispute, disagreement, claim, or proceeding (including without limitation arbitration, administrative hearing, or litigation) between Public Agency and its employees (or their
representatives) which relates to Public Agency's election to amend this Contract to provide retirement benefits, provisions or formulas that are different than such employees' existing retirement benefits, provisions or formulas.
(c) Public Agency's agreement with a third party other than CalPERS to provide retirement benefits, provisions, or formulas that are different than the retirement benefits, provisions or formulas provided under this Contract and provided for under the California Public Employees' Retirement Law.

4. Employees of Public Agency in the following classes shall become members of said Retirement System except such in each such class as are excluded by law or this agreement:
a. Local Fire Fighters (herein referred to as local safety members); b. Local Police Officers (herein referred to as local safety members); c. Ocean Beach Lifeguards (included as local safety members); d. Employees other than local safety members (herein referred to as local miscellaneous members).

5. In addition to the classes of employees excluded from membership by said Retirement Law, the following classes of employees shall not become members of said Retirement System:

NO ADDITIONAL EXCLUSIONS

6. The percentage of final compensation to be provided for each year of credited prior and current service for those classic local miscellaneous members in employment prior to January 10, 1991, shall be determined in accordance with Section 21354 of said Retirement Law subject to the reduction provided therein for Federal Social Security (2% at age 55 Modified).

7. The percentage of final compensation to be provided for each year of credited prior and cµrrent service for those classic local miscellaneous members in employment on or after January 10, 1991, and not on or after May 12, 2006, shall be determined in accordance with Section 21354 of said Retirement Law (2% at age 55 Full), pursuant to Government Code Section 20515.

8. The percentage of final compensation to be provided for each year of credited prior and current service as a classic local miscellaneous member in employment on or after May 12, 2006, and not entering membership for the first time in the miscellaneous classification after March 9, 2012, shall be determined in accordance with Section 21354.5 of said Retirement Law (2.7% at age 55 Full), pursuant to Government Code Section 20515.

9. The percentage of final compensation to be provided for each year of credited current service as a classic local miscellaneous member entering membership for the first time in the miscellaneous classification after March 9, 2012, shall be determined in accordance with Section 21353 of said Retirement Law (2% at age 60 Full), pursuant to Government Code Section 20515.

10. The percentage of final compensation to be provided for each year of credited prior and current service as a new local miscellaneous member shall be determined in accordance with Section 7522.20 of said Retirement Law (2% at age 62 Supplemental to Federal Social Security).

11. The percentage of final compensation to be provided for each year of credited prior and current service as a classic local police member shall be determined in accordance with Section 21369 of said Retirement Law subject to the reduction provided therein for Federal Social Security (2% at age 55 Modified).

12. The percentage of final compensation to be provided for each year of credited prior and current service for those classic local fire members in employment prior to June 9, 1994, shall be determined in accordance with Section 21362.2 of said Retirement Law (3% at age 50 Modified).

13. The percentage of final compensation to be provided for each year of credited prior and current service for those classic local fire members in employment on and after June 9, 1994, and not entering membership for the first time in the fire classification after March 9, 2012, shall be determined in accordance with Section 21362.2 of said Retirement Law (3% at age 50 Full), pursuant to Government Code Section 20515.

14. The percentage of final compensation to be provided for each year of credited current service as a classic local fire member entering membership .for the first time in the fire classification after MarGh 9, 2012, shall be determined in accordance with Section 21362 of said Retirement Law (2% at age 50 Full), pursuant to Government Code Section 20515.

15. The percentage of final compensation to be provided for each year of credited prior and current service for those classic ocean beach lifeguards in employment on and after December 19, 1996, shall be determined in accordance with Section 21362 of said Retirement Law (2% at age 50 Full), pursuant to Government Code Section 20515.

16. The percentage of final compensation to be provided for each year of credited prior and current service as a new local safety member shall be determined in accordance with Section 7522.25(d) of said Retirement Law (2.7% at age 57 Supplemental to Federal Social Security).

17. Public Agency elected and elects to be subject to the following optional provisions:
a. Section 20903 (Two Years Additional Service Credit) for local miscellaneous members, local fire members, and ocean beach lifeguards only.
b. Section 20361.3 (Assistant City Attorney as an Elective Officer).

Legislation repealed said Section operative July 1, 1994. c. Section 20042 (One-Year Final Compensation) for those classic local miscellaneous members, classic local fire members, and classic ocean beach lifeguards entering membership on or prior to March 9, 2012.
d. Section 20515 (Full Formula Plus Social Security) for past and future service for local miscellaneous members in employment on and after January 10, 1991, for local fire members in employment on or after June 9, 1994, and for ocean beach lifeguards in employment on or after December 19, 1996. Legislation repealed said Section effective Page 132 of 574 January 1, 2002. e. Section 21024 (Military Service Credit as Public Service). f. Section 20475 (Different Level of Benefits): Section 21353 (2% @ 60 Full formula) and Section 20037 (Three-Year Final
Compensation) are applicable to classic local miscellaneous members entering membership for the first time with this agency in the miscellaneous classification after March 9, 2012.

Section 21362 (2% @50 Full formula) and Section 20037 (ThreeYear Final Compensation) are applicable to classic local fire members entering membership for the first time with this agency in the fire classification after March 9, 2012.

Section 20037 (Three-Year Final Compensation) is applicable to • classic ocean beach lifeguards entering memb~rship for the first time with this agency in the ocean beach lifeguard classification after March 9, 2012.
g. Section 20516 (Employees Sharing Additional Cost):

From January 10, 2014, and until January 15, 2021, 3% for first tier classic local fire members.

From and after January 10, 2014, 3% for second tier classic local fire members.

From and after December 8, 2017, and until the effective date of this amendment to contract, 1.8% for first tier classic local miscellaneous members.

From and after December 8, 2017, and until the effective date of this amendment to contract, 0 .1 % for second tier classic local miscellaneous members.

From and after December 8, 2017, and until the effective date of this amendment to contract, 3.4% for first tier classic ocean beach lifeguards.

From and after December 8, 2017, and until the effective date of this amendment to contract, 2.9% for second tier classic ocean beach lifeguards.

From and after January 15, 2021 , and until the effective date of this amendment to contract, 5.78% for first tier classic local fire members.

From and after the effective date of this amendment to contract,

2.8% for first tier classic local miscellaneous members.

From and after the effective date of this amendment to contract,

0.6% for second tier classic local miscellaneous members.

From and after the effective date of this amendment to contract,

6.78% for first tier classic local fire members.

From and after the effective date of this amendment to contract,

4.4% for first tier classic ocean beach lifeguards.

From and after the effective date of this amendment to contract,

3.9% for second tier classic ocean beach lifeguards.

The portion of the employer's contribution that the member agrees to contribute from his or her compensation, over and above the member's normal contribution ("Cost Stlaring Percentage"), shall not exceed the Employer Normal Cost Rate, as that rate is defined in the CalPERS Actuarial Valuation for the relevant fiscal year. If the Cost Sharing Percentage will exceed the relevant Employer Normal Cost Rate, the Cost Sharing Percentage shall automatically be reduced to an amount equal to, and not to exceed, the Employer Normal Cost Rate for the relevant fiscal year.

18. Public Agency shall contribute to said Retirement System the contributions determined by actuarial valuations of prior and future service liability with respect to local miscellaneous members and local safety members of said Retirement System.

19. Public Agency shall also contribute to said Retirement System as follows:
a. A reasonable amount, as fixed by the Board, payable in one installment within 60 days of date of contract to cover the costs of administering said System as it affects the employees of Public Agency, not including the costs of special valuations or of the periodic investigation and valuations required by law.
b. A reasonable amount, as fixed by the Board, payable in one installment as the occasions arise, to cover the costs of special valuations on account of employees of Public Agency, and costs of the periodic investigation and valuations required by law.

20. Contributions required of Public Agency and its employees shall be subject to adjustment by Board on account of amendments to the Public Employees' Retirement Law, and on account of the experience under the Retirement System as determined by the periodic investigation and valuation required by said Retirement Law.

21. Contributions required of Public Agency and its employees shall be paid by Public Agency to the Retirement System within fifteen days after the end of the period to which said contributions refer or as may be prescribed by Board regulation. If more or less than the correct amount of contributions is paid for any period, proper adjustment shall be made in connection with subsequent remittances. Adjustments on account of errors in contributions required of any employee may be made by direct payments between the employee and the Board.
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B. ~ amendment shall be effective on the ~ of ______ , __ _ BOARD ~~INISTRATION -Cl-TY ~NCIL
PUBLIC EM~EES' RETIREMENT SYSTEM CITY O~PERIAL BEACH
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BY ~ BY ~ MELODY BENAVID@.(;HIEF PRESIDING °'t6CER
PENSION CONTRACT~D PREFUNDING ~
PROGRAMS DIVISION~ ~ PUBLIC EMPLOYEES' RE~ENT SYSTEM ,;. a Witness Date ~ % . ~ ~ Attest: ~
AMENDMENT CalPERS ID #3509025322
PERS-CON-702A
Clerk
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September 21, 2022
ITEM TITLE: A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF IMPERIAL BEACH,

CALIFORNIA, CONTINUING THE PROCLAMATION OF A STATE OF AN ONGOING LOCAL EMERGENCY RELATED TO COVID-19. (0210-25)
ORIGINATING DEPARTMENT:

City Manager
EXECUTIVE SUMMARY:

On March 12, 2020, the City’s Director of Emergency Services proclaimed the existence of a local emergency within the City, and on March 16, the City Council approved Resolution No. 2020-13 to ratify the proclamation of the City’s Director of Emergency Services. The law requires that the local emergency declaration be reviewed periodically. The Council has reviewed the need for and approved resolutions periodically since March 2020 to continue the ongoing state of emergency.

The local emergency related to COVID-19 continues to exist, and the attached resolution is before the Council to declare the continuation of the local state of emergency.

RECOMMENDATION:

Approve Resolution No. 2022-76.

OPTIONS:
 Approve resolution; or
 Provide direction to the City Manager.

BACKGROUND/ANALYSIS:

Since the City Council approved Resolution No. 2020-13 on March 16, 2020, the COVID-19 emergency has continued. The Health Officer of the County of San Diego issued the current Limited Order of the Health Officer and Emergency Regulations which delineates its current regulations.

The number of cases throughout the County, State, and country still increase on a daily basis, especially due to variants. COVID-19 therefore has and will continue to cause conditions of peril to the health, safety, and welfare of persons and property in the City.

Preparing for, responding to, mitigating, and recovering from the spread of COVID-19 requires the City to divert resources from normal day-to-day operations and alter normal day-to-day operations. The City needs the ability to take all necessary actions to comply with all County, State and Federal orders as applicable. City Staff believes that the response to COVID-19 has and will continue to impose extraordinary requirements on and expenses to the City which will be

beyond the control of the services, personnel, equipment, and facilities of the City of Imperial Beach.

ENVIRONMENTAL DETERMINATION:

Not a project as defined by CEQA.

FISCAL IMPACT: unknown

ATTACHMENT

1. Resolution No. 2022-76

ATTACHMENT 1
RESOLUTION NO. 2022-76

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF IMPERIAL BEACH, CALIFORNIA,

CONTINUING THE PROCLAMATION OF A STATE OF AN ONGOING LOCAL EMERGENCY RELATED TO COVID-19
WHEREAS, the novel coronavirus (COVID-19) is a respiratory disease that may result in serious illness or death and is easily transmissible from person to person; and WHEREAS, on January 31, 2020, the United States Department of Public Health and Human Services Secretary Alex Azar declared a public emergency for COVID-19 beginning on January 27, 2020; and
WHEREAS, on February 14, 2020, the San Diego County Public Health Officer determined that there is a potential threat of introduction of COVID-19 in San Diego County and declared a Local Health Emergency; and
WHEREAS, on February 19, 2020, the County Board of Supervisors ratified the Declaration of Local Health Emergency; and
WHEREAS, on March 4, 2020, Governor Gavin Newsom declared a state of emergency in the State of California due to the number of confirmed cases of COVID-19 in the State; and WHEREAS, on March 11, 2020, the World Health Organization declared the COVID-19 outbreak a global pandemic; and
WHEREAS, on March 11, 2020, the California Department of Public Health issued a policy to cancel or postpone large gatherings through the month of March in the State of California; and WHEREAS, on March 12, 2020, the San Diego County Public Health Officer issued an Order to ban large gatherings in the County of San Diego from March 13, 2020 through March 31, 2020 and announced that there were at least 6 positive cases of COVID-19 in the County along with at least one from community transmission; and WHEREAS, section 2.52.060 of the Imperial Beach Municipal Code empowers the Director of Emergency Services to proclaim the existence or threatened existence of a local emergency when the City is affected or likely to be affected by a public calamity and the City Council is not in session; and
WHEREAS, on March 12, 2020, the City’s Director of Emergency Services proclaimed the existence of a local emergency within the City; and
WHEREAS, on March 16, the City Council approved Resolution No. 2020-13 to ratify the proclamation of the City’s Director of Emergency Services and has voted to extend the emergency in April and May of 2020; and
WHEREAS, on March 19, 2020, the Governor of the State of California issued Executive Order N-33-20 ordering all individuals to stay at home with the exception of those providing essential services or for essential needs with no specific end date; and WHEREAS, the Health Officer of the County of San Diego has issued the current limited Order of the Health Officer and Emergency Regulations which delineates its current regulations; and

Resolution No. 2022-76

WHEREAS, according to the Centers for Disease Control and Prevention (CDC) and public health officials in the County of San Diego there have been numerous deaths attributed to COVID-19 in the United States and throughout San Diego County and the infection cases and death toll are increasing over time; and
WHEREAS, the case numbers and death numbers continue to rise in San Diego County, especially in light of the Omicron variant and other variants; and WHEREAS, pursuant to Health and Safety Code section 12175.5(b) and the Order of the Health Officer and Emergency Regulations (“County Order”) issued by the Health Officer of the County of San Diego, all government entities in San Diego County are required to take necessary measures within the government entity’s control to ensure compliance with the County Order; and
WHEREAS, COVID-19 therefore has and will continue to cause conditions of peril to the health, safety, and welfare of persons and property in the City; and WHEREAS, preparing for, responding to, mitigating, and recovering from the spread of COVID-19 requires the City to divert resources from normal day-to-day operations; alter normal day-to-day operations; includes the potential isolation and quarantine of various persons, including but not limited to City employees; and the City will need the ability to take all necessary actions to comply with all County, State and Federal orders as applicable; and WHEREAS, the response to COVID-19 has and will continue to impose extraordinary requirements on and expenses to the City which will be beyond the control of the services, personnel, equipment, and facilities of the City of Imperial Beach; and WHEREAS, the City Council hereby finds that the above described conditions related to the COVID-19 outbreak do warrant and do necessitate the continuation of a local emergency in Imperial Beach.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Imperial Beach as follows:

1. The above-listed findings are true and correct.

2. The local emergency shall be deemed to continue to exist until its termination is proclaimed by the City Council of the City of Imperial Beach.

3. During the existence of said local emergency the powers, functions, and duties of the emergency organization of this City shall be those prescribed by State laws, and the ordinances, resolutions, policies, MOU’s and orders of this City, and by the City of Imperial Beach Emergency Plan.

4. As required by law, the City Council shall review the need to continue the state of emergency until this resolution is terminated.

PASSED, APPROVED, AND ADOPTED by the City Council of the City of Imperial Beach at its meeting held on the 21st day of September 2022, by the following vote:

Resolution No. 2022-76

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

SERGE DEDINA, MAYOR
ATTEST:

JACQUELINE M. KELLY, MMC

CITY CLERK

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September 21, 2022
ITEM TITLE: RAISING CANE’S (APPLICANT); CP-21-0004, CUP-21-0004, DRC-21-0017, SPR-21-0018, AND CEQA CLASS 32 EXEMPTION FOR A NEW DRIVE-THROUGH RAISING CANE’S RESTAURANT AND OUTDOOR PATIO AT 900 PALM AVE (APN 626-212-36-00).

USE-21-0054. (0600-20)
ORIGINATING DEPARTMENT:

Community Development
EXECUTIVE SUMMARY:

The owner of a property at 900 Palm Avenue, which is in the C/MU-1 (General Commercial & Mixed-Use) Zone, has initiated the process to demolish an existing building and construct a new Raising Cane’s restaurant with a drive-through facility and outdoor patio seating. The Design Review Board reviewed the project’s design on June 16, 2022 and recommended approval of the project’s design with a vote of 4-0 (1 absent).

RECOMMENDATION:

That the City Council adopt Resolution 2022-73, approving Regular Coastal Permit (CP-21-0004), Conditional Use Permit (CUP-21-0004), Design Review Case (DRC-21-0017), Site Plan Review (SPR-21-0018), and a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15332 Class 32 (In-fill Development Projects) proposing to demolish an existing building and construct a new Raising Cane’s restaurant with a drive-through facility at 900 Palm Ave (APN 626-212-36-00) in the C/MU-1 (General Commercial and Mixed Use) Zone subject to the conditions as specified in the attached resolution.

OPTIONS:

In addition to receiving this report and adopting staff’s recommendations, the City Council can:
 Approve the project with modifications requested by the City Council; or  Disapprove the project and deny the requested permits by making specific findings for denial; or
 Continue the Public Hearing to a specific future meeting to allow staff to provide additional information upon which a decision can be rendered.

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BACKGROUND/ANALYSIS:

An application
(USE-21-0054)
was originally
submitted to the
City on December
16, 2021 for
Regular Coastal
Permit (CP-21-
0004), Conditional
Use Permit (CUP21-0004), Design
Review Case
(DRC-21-0017),
Site Plan Review
(SPR-21-0018),
and a categorical
exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15332 Class 32 (In-fill Development Projects) proposing to demolish an existing building and construct a new Raising Cane’s restaurant with a drive-through facility at 900 Palm Ave (APN 626-212-36- 00) in the C/MU-1 (General Commercial and Mixed Use) Zone. (USE-21-0054).

The project site is an existing 26,588 square foot (0.61-acre) lot situated on the northeast corner of Palm Avenue and 9th Street. The project would demolish the existing drive-through and 4,867 square foot commercial building (Union Bank) with four drive aisles and construct a new 1,918 square foot Raising Cane’s drive-through with two drive aisles. Vehicular ingress and egress to the property would be provided from two of the existing curb cuts, one located on 9th Street, which would be a full-movement driveway, and one located on Palm Avenue that is a right-in right-out only driveway. A second existing curb cut located along 9th Street, south of the curb cut that is proposed to be maintained, would be removed as a part of the project. For the project’s proposed internal circulation, the project proposes a two-way drive aisle located east and north of the commercial building and west of the parking spaces which are located adjacent to the eastern property line. The two drive aisles dedicated to the use of the drive-through are situated parallel to each other in a “C” shape that wraps around the western side of the restaurant and would locate adjacent to the western and southern property lines for the site. The drive-through drive aisles that front 9th Street (western property line) and Palm Avenue (southern property line) would be completely screened.

The proposed restaurant would provide customer ordering via walk-up and an outdoor patio area for seating. There would be no interior customer seating area aside from access to customer restrooms (one ADA public gender-neutral restroom). The proposed outdoor patio seating area is 776 square feet. The restaurant would serve breakfast, lunch, and dinner, and the proposed hours of operation are 9:00 A.M. to 03:30 A.M. Monday to Sunday. The average number of employees per shift is estimated to be 10, although more employees could be brought on to handle special events or peak hours of business.

The properties situated to the north, south, east, and west of the project site are located in the C/MU-1 Zone and the land uses are commercial in character. In addition, other drive-through establishments exist nearby and the previous use on the site incorporated a drive-through.

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Building Orientation & Design: The proposed project would consist of a 1,918 square foot singlestory Raising Cane’s restaurant with a two-drive aisle drive-through facility and a 776 square foot covered outdoor patio seating area. The proposed building is designed with a unique Imperial Beach prototype that provides a coastal design with artistic waves decorating portions of the screening of the drive aisles from the adjacent streets and is intended for drive-through and walkup service with outdoor dining. The architectural style features a rectangular shaped building with varying roof heights, various building materials, enhanced screening of the drive-aisles, art graphics depicting the character of the local community, coastal accent colors, and a mixture of wall finishes. The overall height of the building would be 20’, including the structure’s parapet and signage. Direct pedestrian access to the restaurant would be provided off Palm Avenue and an ADA path of travel originating from the eastern portion of the parking lot would provide access to the restaurant’s walk-up service. The restaurant’s drive through facility with two-drive aisles and parking lot would be accessible from both Palm Avenue as well as off 9th Street. The restaurant’s parking lot would be located on the eastern portion of the property east of the proposed restaurant and would provide 16 parking spaces, including two ADA stalls, three Vanpool/EV charging stations, and three mobile curbside pick-up spaces. Landscaping would be installed around the parking lot perimeter and within the parking area.

A 776 square foot outdoor patio is proposed that would be visible from Palm Avenue and would consist of outdoor dining facilities. The patio would include decorative colored concrete/enhanced paving and a 11’3½” tall, covered patio with decorative string lighting. The area would be shielded from traffic off both Palm Avenue and the drive aisles by a decorative wooden fence that measures 3’2” in height and wraps around the patio area and by landscaping consisting of shrubs and succulents. A new bicycle parking area inclusive of two bicycle storage areas, one for long-term bicycle parking (one long term covered, lockable enclosure with permanently anchored racks for one bicycle) and one for short-term bicycle parking (three new bicycle racks with two bike capacity each), is proposed adjacent to the outdoor seating area.

Building Materials: The building proposes a variety of building materials and wall finishes. The proposed building façade and screening element materials include the following: summit gray cement stucco, Boral brick/meridian brick with an Alamo blend, mountain fog Portland cement stucco, oyster shell cement stucco, and Belden Norman brick masonry. The metal accents would be powder coated steel with a matte black finish and an anodized black aluminum storefront system finish. Plank materials along the perimeter of the site would be composed of Trex, woodalternative composite planks made of recycled materials. Trex products are tested to withstand extreme weather conditions and hold their color over the life of the product, outlasting wood and minimizing frequent maintenance. The benches and railings would be weathered teak, mahogany, and English walnut.

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Trash Enclosure: An enclosed proposed trash, recycling, and organics enclosure would be situated in the northeastern corner of the lot away from both street frontages (9th Street and Palm Avenue), surrounded by landscaping, and away from the outdoor seating. The enclosure would be constructed from 8” gray granite colored concrete masonry unit (CMU) block walls with a single course of charcoal colored designer block, a 7’1” tall access door on the southern elevation, two sets of metal frame swinging double doors on the western elevation, and a ribbed metal panel standing seem roof. Waste, recycling, and organics pick-up would occur from the waste and recycling area accessed off 9th Street.

With issuance of a Conditional Use Permit, the proposed design may be considered to meet the intent and purpose of the design standards outlined in IBMC Section 19.83.010 and contribute positively to the mixed-use corridor, which is comprised of a mix of commercial and residential uses. The applicant’s design provides varied building materials and architectural interest beyond what currently exists and would promote pedestrian activity with an active commercial use.

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Building frontage and Floor to Ceiling Height: New buildings with frontage along Palm Avenue would be required to provide an active commercial use and a building depth of 25-feet per IBMC Section 19.26.020(A)(1). The applicant is proposing a large decorative canopy with a screening element that completely screens the drive-through drive aisles from the street views from both Palm Avenue and 9th Street. The screening element would be comprised of brick columns that measure 16’-7” tall and cement stucco archway pop outs that either have the business logo or Imperial Beach coastal wave art. The archways measure between 17’-9¼” to 20’-5” with the tallest archway framing the pedestrian walkway on Palm Avenue. The screening has an articulated base comprised of vertical wooden fencing with black metal supports that would be placed in between the archways and columns. The wooden fencing measures 5-feet in height, screening the street views from the vehicles in the drive aisles. The screening also has an articulated top with black metal mesh framed on the top and bottom by black metal supports. Two of the prominent archways located directly adjacent to the southern property line fronting Palm Avenue highlight and enhance the five-foot wide ADA accessible pedestrian walkway comprised of stamped concrete which leads directly from the sidewalk fronting Palm Avenue to the business entrance as well as open patio seating. The enhanced pedestrian walkway provides direct pedestrian access from the Palm Avenue sidewalk to the business. The building depth would be 77-feet. The proposed drive-through establishment requires a Conditional Use Permit, which is a discretionary act that may authorize a particular use at a particular location subject to specific conditions. Due to the unique characteristics of the use, the City Council may determine whether the proposed design meets the intent of the active commercial use requirement.

Per IBMC Section 19.26.070, all commercial spaces on the ground floor are required to have a floor-to-ceiling height of 15-feet. The applicant has stated that they are proposing a reduced interior floor-to-ceiling height of 11-feet to maintain health and life safety standards, improve the energy efficiency of the building, and to adhere to proportional design standards. As the proposed Raising Cane’s drive-through/walk-up is a unique business model that would provide no interior customer access or seating area aside from access to customer restrooms (one ADA public gender-neutral restroom), and instead, would provide customer ordering via walk-up and an outdoor patio area for seating, the interior of the building would only function as an interior kitchen where food would be prepared. As such, environmental health and life safety adherence for the interior of the building was considered. The applicant informed staff that the proposed 11-foot-tall ceiling height would be more readily cleanable and within reach of its crew members who would be tasked with maintaining cleanliness. Additionally, with regard to maximizing the energy

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efficiency of the structure, the energy consumption necessary to provide conditioned air in a volume to accommodate a building with a 15-foot floor to ceiling height for a functional kitchen is less energy efficient. Furthermore, given the small size of the proposed Raising Cane’s structure, a 15-foot floor to ceiling height would require the design to be disproportionately tall and would, by Brand standards, be out of the realm of good proportional design.

Additionally, the applicant has proposed a lower canopy floor to ceiling height of 10-feet as the applicant states that a 15-foot floor-to-canopy height would negatively impact the customer experience as it would minimize the total shaded square footage provided beneath the canopy, and thus, maximizing the sun exposure for customers dining outdoors. By providing a lower canopy height more shading would be provided to the customers, enhancing their dining experience. The canopy proposed by Raising Cane’s would be intended to maximize its usable outdoor square footage, providing increased ‘activated’ space on site. As such, the proposed restaurant would provide an 11-foot interior floor to ceiling height, a 10-foot floor-to-ceiling height for the outdoor patio. Due to the unique characteristics of the use, the City Council may determine whether the proposed design meets the intent of the floor-to-ceiling height requirement.

Parking: Per IBMC Section 19.48.050(E)(1), drive-through establishments are required to provide one parking space for every 50 square feet of net floor area plus one space per two employees at the largest work shift. Per IBMC Section 19.04.575, net floor area is defined as, “…the total horizontal area of all the floors of a building included within the interior walls, exclusive of areas used exclusively for permanently installed heating and air conditioning units, mechanical equipment rooms, elevator shafts, basements or attics less than seven feet in height, permanent parking spaces, driveways, ramps, common kitchens, bathrooms, and hallways included within a building and areas used exclusively by employees in commercial and manufacturing businesses within a building.” Technically, as the proposed Raising Cane’s building interior would be exclusively utilized by employees with the only customer accessible space being a bathroom, there is no proposed net floor area for this project. However, staff requested that the applicant provide parking calculations for the outdoor patio seating area to meet the intent of the requirement which is to provide customers and employees with sufficient off-street parking. The proposed outdoor patio is 776 square feet (1 stall/50 square feet) = 16 off-street parking spaces and the largest shift would have 10 employees (1 stall/2 employees) = 5 off-street parking spaces for a total of 21 off-street parking spaces for the project. The applicant has proposed to provide a total of 16 off-street parking spaces, including 11 standard, two ADA stalls, three designated mobile curbside pickup, and three designated carpool/vanpool/EV charging stations in conjunction with implementing transportation demand management (TDM) strategies to off-set the employee and customer parking needs.

The applicant assessed the potential TDM strategies for the project site and developed a TDM Plan to off-set the employee and customer parking needs, reduce vehicle miles traveled and greenhouse gas emissions, while increasing the utilization of active transportation. The TDM plan recommendations were to implement the following strategies:
 Providing secure bicycle storage racks for at least (2) bicycles. A long-term bicycle parking rack should also be provided for (1) bicycle. These storage racks should be provided at the Raising Cane’s.
 Clean air / Vanpool / EV parking spaces to be provided per the 2019 CALGreen standards but also to encourage carpooling for employees.

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 Disseminate information on the two SDMTS bus routes within a short walking distance of the Raising Cane’s. Bus Routes 933/934 and 901 provide convenient access to the property along 9th Street and Palm Avenue.
 Raising Cane’s to offer Commuter Benefits which allow Crew members (employees) to defer pre-tax funds towards their own purchasing of transit funds.

The applicant is proposing to include a new bicycle parking area inclusive of two secure bicycle storage areas, one for long-term bicycle parking (one long term covered, lockable enclosure with permanently anchored racks for one bicycle) and one for short-term bicycle parking (three new bicycle racks with two bike capacity each); three designated mobile curbside pickup and three designated carpool/vanpool/EV charging stations; would disseminate information on the two San Diego Metropolitan Transit System bus routes 933/934 and 901; and provide commuter benefits to their employees. The proposed 16 parking spaces proposed for the project in conjunction with the implementation of the TDM strategies may meet the purpose of the off-street parking requirements which is to provide space off public streets for automobiles and other vehicles, to prevent traffic congestion, to encourage safe vehicular travel, and to provide for the welfare and convenience of residents and shoppers.

In accordance with the City’s commercial landscaping requirements, the parking lot would include landscaping such as trees, shrubs, and grasses. Additionally, as a part of the project, one existing curb cut off 9th Street would be removed.

Queuing: The opening to the drive-through lane would locate at the northeastern corner of the proposed building, and the drive-through lane would wrap around the north and west sides of the building in a counter-clockwise direction. The drive-through would provide two side-by-side entry lanes and two order boards, which would allow Raising Cane’s to take orders from two customers at the same time. After the order boards, the two lanes would merge into a single drive-through lane prior to the pay and pick-up window. Overall, the project site would provide a total queuing capacity of 300 feet, for a drive-through queuing capacity of 15 vehicles. Additionally, the site would have an additional on-site queuing capacity of 145 feet in the drive aisle adjacent to Palm Avenue, and 120 feet in the drive aisle adjacent to Ninth Street, resulting in an additional on-site queuing capacity of 13 vehicles.

The applicant completed a drive-through (DT) queuing analysis for the proposed project to evaluate the adequacy of the drive-through lane queuing capacity. The applicant analyzed the proposed restaurant with two existing Raising Cane’s establishments located within San Diego County. Based on the report’s findings, which was considered by the City’s traffic engineer, it was determined that the proposed project site would have an on-site queuing capacity of 28 vehicles, which would be able to accommodate the expected peak demand.

Lighting: Exterior lighting has been incorporated on the screening elements and building to enhance the architecture of the building and landscaped areas of the site. Additionally, four pole lights are placed throughout the site facing the interior of the lot to ensure that the lighting would enhance safety and circulation as well as not impact the surrounding neighbors and uses. Per the photometric plan for the project, the project lighting would be restrained in color and brightness.

All of the lighting and lighting fixtures are architecturally compatible and scaled to the buildings with consideration for energy efficiency.

Landscaping: Typically, new commercial development requires that 15% of the total site be landscaped. The project proposes to install a total of 4,154 square feet of planted landscaping consisting of a mix of trees, shrubs, perennials, succulents, and ground cover of copper canyon

P a g e | 11
crushed stone 1”-4” in diameter and Apache gold-colored boulders ranging in 28” – 50” in diameter. In total, the project would install 13 new trees.

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Design Review Board:

The Design Review Board reviewed the project on June 16, 2022, and recommended approval of the project’s design with a vote of 4-0 (1 member absent) (Reference Attachment 3) with the following recommendations:
 Install all of the proposed EV Charging stations in the proposed EV charging parking areas  Look in to installing commercial solar panels
 Consider replacing the wood materials along the perimeter with something more durable  Place the materials key on the elevations for more clarity  Consider replacing the color of the brick veneer with a lighter tone/stone color, or use the cobble veneer or integrated seashells
 Incorporate vertical shrubs or vines on the columns facing 9 th Street (street frontages)
instead of succulents
 Replace the coast live oaks with faster growing trees that incorporate a shade canopy  Consider the area south of the trash enclosure for additional landscaping  Replace the concrete with pavers or stamped concrete in the dining area Most of the recommendations have been addressed and incorporated into the project/plans and/or have been provided as conditions of approval within Resolution 2022-73. Regarding the comment, “Incorporate vertical shrubs or vines on the columns facing 9th Street (street frontages) instead of succulents”, the applicant assessed the feasibility of incorporating vertical shrubs or

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vines, but found that it would not be feasible to incorporate the green vertical elements on the columns. The applicant stated that vertical shrubs and vines on walls require excessive watering to maintain the appearance, as well as promote habitation by unwanted rodents and pests, which would present a health and safety conflict. As an alternative to vertical shrubs or vines, Raising Cane’s proposes to incorporate a combination of hand-painted beach-wave murals on the towers, along with Coral Aloe (2-3 ft. mature height) and Red Yucca (3-4 ft. mature height), to soften the appearance of the screening elements along the street frontage.

Additionally, regarding the comment, “Consider the area south of the trash enclosure for additional landscaping”, the applicant assessed the feasibility of incorporating additional landscaping south of the trash enclosure and found that it would not be feasible. The applicant stated that in consideration of the distance of the trash enclosure from Palm Avenue and the series of (three) planters between the right of way and the trash enclosure, visibility of the trash enclosure from Palm Avenue would be minimal and that the pedestrian door to the rear of the enclosure would be an integral part of Raising Cane’s operations. As such, the space adjacent to the door would not be a viable area to incorporate additional landscaping.

General Plan/ Zoning Consistency: The proposed development is subject to C/MU-1 (General Commercial & Mixed-Use) zoning requirements. The purpose of the C/MU-1 zone is to provide areas for businesses to meet the demand for commercial goods and services required primarily by the local population. It is intended that the dominant type of commercial activity in the C/MU-1 Zone will be community and neighborhood serving retail and office uses. Mixed-use development and multiple family residences are also permitted in the C/MU-1 Zone. The proposed project would provide restaurant services, meeting the intent of the land use designation.

Zoning:

Standards Provided/Proposed
Yard requirements for the C/MU-1 zone are as
follows:

A. Front Yard. Zero feet; up to forty percent
of the project frontage may be set back up
to an additional five feet. Front yards
facing Donax Avenue or Calla Avenue
shall be a minimum of fifteen feet.

B. Side Yard. There shall be a minimum side
yard of five feet.

A. The project fronts Palm
Avenue. The front yard
measured from the building
measures 30’ to 38’, allowing
for the covered patio seating,
decorative canopy, drivethrough aisles and a landscape buffer between the building and
right-of-way. The screening
element locates directly
adjacent to Palm Avenue.

B. The side yards of the project
are adjacent to 9th Street and
an alley. The side yard for the
portion of the building off the
alley adjacent to the eastern
property line measures 52’
from the patio and 80’ from the
building and the side yard for
the portion of the patio off of 9th
Street measures 29’6”.

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C. Rear Yard. There shall be a minimum rear
yard of ten feet.

The open space and landscaping requirements as
stated in Chapter 19.50 of this code shall be met.

C. The rear yard abuts the parking
area and the commercial
building of the adjacent
property and measures
approximately 72’5” feet from
the property line to the
proposed building.
15% of the site must be landscaped,
and 15% of the site provides planted
landscaping.
“Active Commercial Uses” as defined in Chapter

19.05 are required for all buildings with frontage
along Palm Avenue at a minimum of 60% of each
building’s ground floor lineal footage, have direct
pedestrian access from the Palm Avenue sidewalk or
a plaza, and have a minimum building depth of
twenty-five feet. The remaining forty percent must
either be primarily related to the commercial use,
such as parking, access, or other non-active
commercial purpose or, if related to non-commercial
use, must be designed either to encourage and
promote pedestrian activity or to visually screen
required on-site parking (Section 19.26.020.A.1).

The Raising Cane’s proposed building
would locate along Palm Avenue and
is proposing a large decorative canopy
with a screening element that
completely screens the drive-through
drive aisles from the street views from
both Palm Avenue and 9th Street. The
proposed screening element is
comprised of brick columns and
cement stucco archway pop outs that
either have the business logo or
Imperial Beach coastal wave art. The
screening has an articulated base
comprised of vertical wooden fencing
with black metal supports that would
be placed in between the archways
and columns. The screening also has
an articulated top with black metal
mesh framed on the top and bottom by
black metal supports. Two of the
prominent archways located directly
adjacent to the southern property line
fronting Palm Avenue highlight and
enhance the five-foot wide ADA
accessible pedestrian walkway
comprised of stamped concrete which
leads directly from the sidewalk
fronting Palm Avenue to the business
entrance as well as open patio seating.

The enhanced pedestrian walkway
provides direct pedestrian access from
the Palm Avenue sidewalk to the
business. The proposed building depth
is 77-feet.

The proposed drive-through
establishment requires a Conditional
Use Permit, which is a discretionary
act that may authorize a particular use

P a g e | 15
at a particular location subject to
specific conditions. Due to the unique
characteristics of the use, the City
Council may determine whether the
proposed design meets the intent of
the active commercial use
requirement.

For property with a side or rear yard abutting a
residential zone, the second floor shall be set back a
minimum of five feet from the abutting residential
property line and the third floor shall be set back a
minimum of ten feet from the abutting residential
property line. (Section 19.26.041)
The property does not abut a
residential zone.

Minimum lot size of 3,000 square-feet (Section

19.26.050).

The lot size is 26,588 square feet.

Minimum street frontage of 30 feet (Section

19.26.060).

The Palm Avenue frontage is
approximately 130.11 feet, and the 9th
Street frontage is 180.10 feet.

Maximum building height of four stories or 40 feet
(Section 19.26.070).

The project proposes a building height
of 20-feet.

The applicant would be required to
show conformance with the height
requirement as required by IBMC

19.04.400.

All commercial spaces on the ground floor shall have
a minimum fifteen-foot floor-to-ceiling height; and
single-story commercial buildings shall have a
minimum building height of twenty feet. (Section

19.27.070).

Per IBMC Section 19.26.070, all
commercial spaces on the ground floor
are required to have a floor-to-ceiling
height of 15-feet. The applicant has
stated that they are proposing a
reduced interior floor-to-ceiling height
of 11-feet to maintain health and life
safety standards, improve the energy
efficiency of the building, and to adhere
to proportional design standards. As
the Raising Cane’s drive-through/walkup would be a unique business model that would not provide interior
customer access or seating area aside
from access to customer restrooms
(one ADA public gender-neutral
restroom), and instead, would provide
customer ordering via walk-up and an
outdoor patio area for seating, the
interior of the building would only
function as an interior kitchen where

P a g e | 16
food would be prepared. As such,
environmental health and life safety
adherence was considered. The
applicant informed staff that the
proposed 11-foot-tall ceiling height
would be more readily cleanable and
within reach of its crew members who
would be tasked with maintaining
cleanliness. Additionally, with regard to
maximizing the energy efficiency of the
structure, the energy consumption
necessary to provide conditioned air in
a volume to accommodate a building
with a 15-foot floor to ceiling height for
a functional kitchen would be less
energy efficient. Furthermore, given
the small size of the proposed Raising
Cane’s structure, a 15-foot floor to
ceiling height would require the design
to be disproportionately tall and would,
by Brand standards, be out of the
realm of good proportional design.

Additionally, the applicant has
proposed a lower canopy floor to
ceiling height of 10-feet as the
applicant states that a 15-foot floor-tocanopy height would negatively impact the customer experience as it would
minimize the total shaded square
footage provided beneath the canopy,
and thus, maximizing the sun exposure
for customers dining outdoors. By
providing a lower canopy height more
shading would be provided to the
customers, enhancing their dining
experience. The canopy proposed by
Raising Cane’s would be intended to
maximize its usable outdoor square
footage, providing increased
‘activated’ space on site. As such, the
proposed restaurant would provide an
11-foot interior floor to ceiling height, a
10-foot floor-to-ceiling height for the
outdoor patio. Due to the unique
characteristics of the use, the City
Council may determine whether the
proposed design meets the intent of
the floor-to-ceiling height requirement.

The building height would be 20 feet.

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No buildings shall be located less than five feet from
any other building on the same lot. (Section

19.26.080)
No other buildings are proposed on the
same lot.

Landscaping requirements are as follows (Section

19.50.030, Commercial Landscaping):

A. Not less than fifteen percent of the total site
shall be landscaped and permanently maintained.

B. There shall be a five-foot-wide landscape
area between any parking area and any public street
right-of-way.

C. A portion of a property not used for buildings,
parking, walkways, loading or storage areas shall be
landscaped.

D. There shall be a minimum three-foot by
fifteen-foot, or forty-five square foot, landscaped area within the parking area (not including perimeter area
landscaping) for every three parking spaces or the
equivalent. A minimum width of three feet is required.

A four-foot by fifteen-foot area may be permitted for
every four spaces, five-foot-wide for five spaces, etc.

E. Prior to issuance of any building permits, a
complete landscaping plan shall be submitted to the
Community Development Department for approval.

Such approval shall be subject to appeal in the
manner set forth in Sections 19.84.070 through

19.84.090.

F. Landscaping and required watering system
shall be installed prior to the use of the premises. All landscaping material in required landscaping areas
shall be permanently maintained in a growing and
healthy condition, including trimming, as appropriate
to the landscaping material.

A permanent irrigation system shall be installed to
serve all landscaped areas.

A. The project proposes to install
a total of 4,154 square feet of
planted landscaping consisting
of a mix of trees, shrubs,
perennials, succulents, and
ground cover of copper canyon
crushed stone 1”-4” in diameter
and Apache gold-colored
boulders ranging in 28” – 50” in
diameter. In total, the project
would install 13 new trees.

B. The project provides a 14.6’
landscape area between the
parking lot and Palm Avenue.

C. Portions of a property not used
for buildings, parking,
walkways, loading, or storage
are landscaped.

D. The project provides adequate
landscaping in the surface
parking spaces.

E. A complete landscape plan
would be required prior to
issuance of building permits.

F. Landscaping and required
watering system shall be
installed prior to the use of the
premises subject to state
requirements.

P a g e | 18
A permanent irrigation system shall be
installed to serve all landscaped areas
subject to state requirements.

Required parking spaces for drive-through
establishments in the C/MU-1 Zone: one space for
each fifty square feet of net floor area, plus one space per two employees at largest work shift (IBMC

19.48.050.E).

Per IBMC Section 19.48.050(E)(1),
drive-through establishments are
required to provide one parking space
for every 50 square feet of net floor
area plus one space per two
employees at the largest work shift.

Per IBMC Section 19.04.575, Net floor
area is defined as, “…the total
horizontal area of all the floors of a
building included within the interior
walls, exclusive of areas used
exclusively for permanently installed
heating and air conditioning units,
mechanical equipment rooms, elevator
shafts, basements or attics less than
seven feet in height, permanent
parking spaces, driveways, ramps,
common kitchens, bathrooms, and
hallways included within a building and
areas used exclusively by employees
in commercial and manufacturing
businesses within a building.”
Technically, as the proposed Raising
Cane’s building interior would be
exclusively utilized by employees with
the only customer accessible space
being a bathroom, there is no
proposed net floor area for this project.

However, staff requested that the
applicant provide parking calculations
for the outdoor patio seating area to
meet the intent of the requirement
which is to provide customers with
sufficient off-street parking. The
outdoor patio is 776 square feet (1
stall/50 square feet) = 16 off street
parking spaces and the largest shift
would have 10 employees (1 stall/2
employees) = 5 off street parking
spaces for a total of 21 off-street
parking spaces for the project. The
applicant has proposed to provide a
total of 16 parking spaces, including 11
standard, two ADA stalls, three
designated mobile curbside pickup,
and three designated carpool/vanpool/

P a g e | 19
EV charging stations in conjunction
with implementing transportation
demand management (TDM)
strategies to off-set the employee and
customer parking needs. The TDM
strategies proposed include: a new
bicycle parking area inclusive of two
secure bicycle storage areas, one for
long-term bicycle parking (one long
term covered, lockable enclosure with
permanently anchored racks for one
bicycle) and one for short-term bicycle
parking (three new bicycle racks with
two bike capacity each); three
designated mobile curbside pick-up
and three designated carpool/vanpool/
EV charging stations; would
disseminate information on the two
San Diego Metropolitan Transit
System bus routes 933/934 and 901;
and would offer commuter benefits to
employees. The proposed 16 parking
spaces proposed for the project in
conjunction with the implementation of
the TDM strategies would meet the
purpose of the off-street parking
requirements which is to provide space
off public streets for automobiles and
other vehicles, to prevent traffic
congestion, to encourage safe
vehicular travel, and to provide for the
welfare and convenience of residents
and shoppers.

Surrounding Land Use and Zoning:

Surrounding
Properties Surrounding Zoning Surrounding Land Use
North C/MU-1 (General Commercial & MixedUse)Commercial South C/MU-1 (General Commercial & MixedUse)Commercial East C/MU-1 (General Commercial & MixedUse)Commercial
West C/MU-1 (General Commercial & MixedUse)Commercial

P a g e | 20
ENVIRONMENTAL DETERMINATION:

This project may be categorically exempted from the requirements of the California Environmental Quality Act (CEQA) as a Class 32 project pursuant to CEQA Guidelines Section 15332 (In-Fill Development Projects).

FISCAL IMPACT:

FISCAL YEAR: 21/22
BUDGETED: N/A

BUDGET AMENDMENT N/A
ACCOUNT NO(S).: 101-0000-221-01-02
PROJECT NO(S).: 21-0054-DEP
FISCAL ANALYSIS: The applicant has deposited
$8,500 to fund the processing of
this application.

CURRENT BUDGET: $8,500

ANTICIPATED
EXPENDITURE:
$8,500
ATTACHMENTS:

1. Resolution 2022-73

2. Architectural Plans

3. DRB June 16, 2022 Meeting Minutes

4. Landscape Plan and Landscape Materials Board

5. Colored Elevations, Building Materials Board, and Project Renderings

6. Transportation Demand Management Plan

7. Applicant DRB Response Letter

Attachment 1
RESOLUTION NO. 2022-73

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF IMPERIAL BEACH, CALIFORNIA, APPROVING REGULAR COASTAL DEVELOPMENT PERMIT (CP-21-0004), CONDITIONAL USE PERMIT (CUP-21-0004), DESIGN REVIEW CASE (DRC-21-0017), SITE PLAN REVIEW (SPR-21-0018), & CATEGORICAL EXEMPTION PURSUANT TO CEQA GUIDELINES SECTION 15332 (IN-FILL DEVELOPMENT PROJECTS) TO DEMOLISH AN EXISTING BUILDING AND CONSTRUCT A NEW RAISING CANE’S RESTAURANT WITH A DRIVE-THROUGH FACILITY AT 900 PALM AVE (APN 626-212-36-00) IN THE C/MU-1 (GENERAL COMMERCIAL AND MIXED USE) ZONE. USE-21-0054.

APPLICANT: BRANDON LAYMAN/RAISING CANE’S
WHEREAS, on September 21, 2022, the City Council of the City of Imperial Beach held a duly advertised and noticed public hearing to consider the merits of approving or denying an application for a Regular Coastal Development Permit (CP-21-0004), Conditional Use Permit (CUP-21-0004), Design Review Case (DRC-21-0017), Site Plan Review (SPR-21-0018), and a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15332 Class 32 (In-fill Development Projects) proposing to demolish an existing building and construct a new Raising Cane’s restaurant with a drive-through facility at 900 Palm Ave (APN 626-212-36-00) in the C/MU-1 (General Commercial and Mixed Use) Zone on the Zoning Map; and
WHEREAS, on June 16, 2022, the Design Review Board recommended approval of the project with a vote of 4-0 (1 member absent); and
WHEREAS, the project is demolishing an existing building and constructing a new Raising Cane’s restaurant with a drive-through facility and outdoor patio seating area is compatible in use with other developments in the vicinity which consist of commercial buildings and retail and is consistent with Policy D-8 (Project Design) of the Design Element of the General Plan; and,
WHEREAS, the City Council finds that the project is in substantial compliance with Policy L-4c of the Land Use Element of the General Plan, which promotes commercial uses that provide goods and services to residents and visitors that will increase the City’s tax base in the C/MU-1 Zone (General Commercial and Mixed Use) Zone; and WHEREAS, the City Council finds that the project is consistent with the C/MU-1 (General Commercial and Mixed Use) Zone of the Zoning Ordinance, to provide areas for businesses to meet the local demand for commercial goods and services; and WHEREAS, the City Council finds that the project complies with the requirements of the California Environmental Quality (CEQA) as the project is categorically exempt pursuant to CEQA Guidelines 15332 (In-Fill Development Projects); and WHEREAS, the City Council further offers the following findings in support of its decision to conditionally approve the project:

REGULAR COASTAL PERMIT (IBMC § 19.87.050):

1. The proposed development conforms to the certified local coastal plan including coastal land use policies.

The General Plan/Local Coastal Plan designates the site as General Commercial and

Resolution No. 2022-73

Mixed Use (C/MU-1) Zone, providing for offices performing services for residents of the City, service establishments consistent with the purposes of General Commercial and Mixed Use Zone, and restaurants with a drive-through subject to a Conditional Use Permit. The project would demolish an existing commercial building (Union Bank) with a drive-through and construct a new Raising Cane’s restaurant (commercial building) with a drive-through and outdoor patio seating, which is consistent with the Local Coastal Plan with approval of a Conditional Use Permit. The project site is located in a nonappealable coastal zone and complies with the land use designation of the General Plan/Local Coastal Plan. The project does not propose to obstruct access the beach or obstruct coastal views.

2. For all development seaward of the nearest public highway to the shoreline, the proposed development meets standards for public access and recreation of Chapter Three of the 1976 Coastal Act and regulations promulgated thereunder.

The project site is not located between the seaward of the first public road or nearest public highway to the shoreline. The General Plan/Local Coastal Program designates the site as General Commercial & Mixed-Use (C/MU-1 Zone). The purpose of the C/MU-1 zone is to provide areas for mixed-use development, multiple-family dwellings, and for businesses to meet the local demand for commercial goods and services. It is intended that the dominant type of commercial activity in the C/MU-1 zone will be community and neighborhood serving retail and office uses (IBMC Section 19.26.010).

The proposed Raising Cane’s restaurant with a drive-through meets the purpose and intent of the land use designation because drive-through establishments are permitted in the C/MU-1 Zone with a conditional use permit and the business meets the local demand for commercial goods and services. As such, the proposed development meets standards for public access and recreation of Chapter Three of the 1976 Coastal Act and regulations promulgated thereunder.

3. The proposed development meets the minimum criteria set forth in the City of Imperial Beach Zoning Ordinance, the City’s Minimum Landscape Planting and Irrigation Standards, and the City’s Design Guidelines, as applicable.

The project complies with the City’s Design Guidelines, landscaping requirements, parking requirements, and building height limitations specified in the Zoning Ordinance.

The project meets the side yard and rear yard setback requirements. The project fronts Palm Avenue and new buildings with frontage along Palm Avenue would be required to provide an active commercial use and a building depth of 25-feet per IBMC Section

19.26.020(A)(1). The project provides a large decorative canopy with a screening element that completely screens the drive-through drive aisles from the street views from both Palm Avenue and 9th Street. The screening element is comprised of brick columns that measure 16’7” tall and cement stucco archway pop outs that either have the business logo or Imperial Beach coastal wave art. The archways measure between 17’9¼” to 20’5” with the tallest archway framing the pedestrian walkway on Palm Avenue. Two of the prominent archways located directly adjacent to the southern property line fronting Palm Avenue highlight and enhance the five-foot wide ADA accessible pedestrian walkway comprised of stamped concrete which leads directly from the sidewalk fronting Palm Avenue to the business entrance as well as open patio seating. The enhanced pedestrian walkway provides direct pedestrian access from the Palm Avenue sidewalk to the business.

Per IBMC Section 19.26.070, all commercial spaces on the ground floor are required to have a floor-to-ceiling height of 15-feet. The applicant has stated that they are proposing

Resolution No. 2022-73

a reduced interior floor-to-ceiling height of 11-feet to maintain health and life safety standards, improve the energy efficiency of the building, and to adhere to proportional design standards. As the Raising Cane’s drive-through/walk-up is a unique business model that provides no interior customer access or seating area aside from access to customer restrooms (one ADA public gender-neutral restroom), and instead, provides customer ordering via walk-up and an outdoor patio area for seating, the interior of the building is only functioning as an interior kitchen where food is prepared, and as such, environmental health and life safety adherence is imperative. The applicant stated that the proposed 11-foot-tall ceiling is the height which is easily cleanable and within reach of its crew members who will be tasked with maintaining cleanliness. Additionally, with regards to maximizing the energy efficiency of the structure, the energy consumption necessary to provide conditioned air in a volume to accommodate a building with a 15- foot floor to ceiling height for a functional kitchen is inefficient. Furthermore, given the small size of the proposed Raising Cane’s structure, a 15-foot floor to ceiling height would require the design to be disproportionately tall and would, by Brand standards, be out of the realm of good proportional design.

Additionally, the applicant has proposed a lower canopy floor to ceiling height of 10-feet as the applicant states that a 15-foot floor-to-canopy height would negatively impact the customer experience as it would minimize the total shaded square footage provided beneath the canopy, and thus, maximizing the sun exposure for customers dining outdoors. By providing a lower canopy height more shading would be provided to the customers, enhancing their dining experience. The canopy proposed by Raising Cane’s is maximizing its usable outdoor square footage, providing increased ‘activated’ space on site. As such, the proposed restaurant provides an 11-foot interior floor to ceiling height, a 10-foot floor-to-ceiling height for the outdoor patio, and a 77-foot building depth.

4. The proposed development meets minimum criteria set forth in Sections

19.81.060, 19.82.050., 19.83.120., 19.84.050., and 19.86.100., of this title for site plans, conditional use permits, design review, variances, zoning classification and rezonings.

The proposed development meets the minimum criteria set forth in Sections 19.81.060,

19.82.050, and 19.83.110 (Section 19.83.120 is no longer applicable) for a site plan review, conditional use permit, and design review subject to the findings provided within this Resolution. Sections 19.84.050 and 19.86.100 are not applicable because the project does not require a variance or zoning classification/rezoning.

5. For all development involving the construction of a shoreline protective device, a mitigation fee shall be collected which shall be used for each sand replenishment purposes. The mitigation fee shall be deposited in an interest-bearing account designated by the Executive Director of the California Coastal Commission and the city manager of Imperial Beach in lieu of providing sand to replace the sand a beach area that would be lost due to the impacts of any proposed protective structure.

The subject site is not located near an area that would require shoreline protection. As such, the proposed project does not necessitate the construction of a shoreline protection device and would not have an impact on the sand in any beach area.

Therefore, a mitigation fee is not required for the project.

6. This project complies with the California Environmental Quality Act.

This project is categorically exempted from the requirements of the California

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Environmental Quality Act (CEQA) as a Class 32 project pursuant to CEQA Guidelines Section 15332 (In-Fill Development). The City has prepared a Categorical Exemption per the CEQA requirements for this project and the Notice of Exemption will be filed with the County Clerk in compliance with CEQA.

7. Public Notice requirements, pursuant to Zoning Ordinance Section 19.87.090, of the Coastal Development Project have been satisfied.

The project description and the date of the City Council public hearing were sent to property owners within 300 feet and occupants within 100 feet of the subject site on September 7, 2022, and a public hearing notice was published in the South County Eagle & Times newspaper on September 8, 2022.

CONDITIONAL USE PERMIT (IBMC § 19.82.040):

8. That the proposed use is necessary or desirable to provide a service or facility which will contribute to the general well-being of the neighborhood or community; The C/MU-1 (General Commercial and Mixed Use) Zone is to provide areas for mixeduse development, multiple-family dwellings, and for businesses to meet the local demand for commercial goods and services. It is intended that the dominant type of commercial activity in the C/MU-1 zone will be community and neighborhood serving retail and office uses. The proposed use provides a new Raising Cane’s restaurant with a drive-through facility and outdoor patio seating area, which would be consistent with the Local Coastal Plan/General Plan with approval of a Conditional Use Permit. The use is similar to the existing use, necessary and desirable as it will provide a restaurant establishment that would generate income for the community, and there are similar uses in the vicinity.

9. That the use will not, under the circumstances of the particular use, be detrimental to the health, safety or general welfare of persons residing or working in the vicinity, or injurious to property or improvements in the vicinity; The proposed Raising Cane’s restaurant with a drive-through facility and outdoor patio seating area in the C/MU-1 (General Commercial and Mixed Use) Zone will not be detrimental to the health, safety or general welfare of persons residing or working in the vicinity, or injurious to property or improvements in the vicinity because specific conditions have been set forth by the Community Development Department, Public Works Department, Building Department, and Public Safety Department to mitigate public safety and welfare concerns such a development project may raise in the Conditions of Approval. In addition, the use is similar to other establishments in the vicinity.

10. That the proposed use will comply with the regulations and conditions specified in this title for the use and for other permitted uses in the same zone; and The proposed use will comply with the regulations and conditions specified in the title for such use and for other permitted uses in C/MU-1 (General Commercial and Mixed Use) Zone because the conceptual plans for the discretionary entitlements have been reviewed for compliance with zoning regulations.

11. That the granting of the conditional use permit will be in harmony with the purpose and intent of the zoning code, the adopted General Plan and the adopted Local Coastal Program.

The granting of the Conditional Use Permit for the proposed use will be in harmony with

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the purpose and intent of the zoning code, General Plan, and Local Coastal Program because the C/MU-1 (General Commercial and Mixed Use) Zone provides for restaurant establishments consistent with the purposes of General Commercial Zone and drivethrough establishments subject to a Conditional Use Permit. In addition, the project would be considered a substantial improvement to the area that would serve to increase the City’s tax base, which serves Land Use Element Policy L-4c of the adopted General Plan and Local Coastal Program.

DESIGN REVIEW/SITE PLAN REVIEW (IBMC § 19.81.060):

12. The proposed use does not have any detrimental effect upon the general health, safety and convenience of persons residing or working in the neighborhood, or is not detrimental or injurious to the value of the property and improvements in the neighborhood.

The proposed Raising Cane’s restaurant with a drive-through facility and outdoor patio seating area in the C/MU-1 (General Commercial and Mixed Use) Zone will not be detrimental to the health, safety or convenience of persons residing or working in the neighborhood, or detrimental or injurious to the property and improvements in the neighborhood because it is consistent with the development standards and zoning designation of the site as well as provides improvements to the project site and public right-of-way. Specific conditions have been set forth by the Community Development Department, Public Works Department, Building Department, and Public Safety Department to mitigate public safety and welfare concerns such a development project may raise in the Conditions of Approval.

13. The proposed use does not adversely affect the General Plan or the Local Coastal Plan.

The proposed use will not adversely affect the General Plan or Local Coastal Plan because the C/MU-1 (General Commercial and Mixed Use) Zone provides for restaurant uses and drive-through establishments subject to a Conditional Use Permit. In addition, the project would be considered a substantial improvement to the area that would increase the City’s tax base, which serves Land Use Element Policy L-4c of the adopted General Plan and Local Coastal Program.

14. The proposed use is compatible with other existing and proposed uses in the neighborhood.

The proposed Raising Cane’s restaurant with a drive-through facility and outdoor patio seating area is compatible in use with established uses in the neighborhood which consist of a mix of commercial businesses, retail shops, some of which have drivethrough services. The subject site is in the C/MU-1 (General Commercial and Mixed Use) Zone, which provides uses similar in character and scale.

15. The location, site layout and design of the proposed use orients the proposed structures to streets, driveways, sunlight, wind and other adjacent structures and uses in a harmonious manner.

The proposed new Raising Cane’s restaurant with a drive-through facility and outdoor patio seating area would be replacing an existing commercial building. The surrounding uses consist of a mix of other commercial businesses, retail shops, gas stations, and a drive-through restaurant. The primary building elevation would face Palm Avenue, which is consistent with the surrounding commercial and mixed-use uses along the Palm

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Avenue Corridor. The applicant is proposing a large decorative canopy with a screening element that completely screens the drive-through drive aisles from the street views from both Palm Avenue and 9th Street. The screening element is comprised of brick columns that measure 16’7” tall and cement stucco archway pop outs that either have the business logo or Imperial Beach coastal wave art. The archways measure between 17’9¼” to 20’5” with the tallest archway framing the pedestrian walkway on Palm Avenue. Two of the prominent archways located directly adjacent to the southern property line fronting Palm Avenue highlight and enhance the five-foot wide ADA accessible pedestrian walkway comprised of stamped concrete which leads directly from the sidewalk fronting Palm Avenue to the business entrance as well as open patio seating. The enhanced pedestrian walkway provides direct pedestrian access from the Palm Avenue sidewalk to the business. Additionally, landscaping would be provided adjacent to the screening elements. The design of the proposed use orients the proposed structures to streets, driveways, sunlight, wind and other adjacent structures and uses in a harmonious manner promoting pedestrian access to the business from Palm Avenue.

16. The combination and relationship of one proposed use to another on the site is properly integrated.

The Raising Cane’s restaurant with a drive-through facility and outdoor patio seating area is properly integrated so that the entrance to the Raising Cane’s is provided off of Palm Avenue. The applicant is proposing a large decorative canopy with a screening element that completely screens the drive-through drive aisles from the street views from both Palm Avenue and 9th Street. The screening element is comprised of brick columns that measure 16’7” tall and cement stucco archway pop outs that either have the business logo or Imperial Beach coastal wave art. The archways measure between 17’9¼” to 20’5” with the tallest archway framing the pedestrian walkway on Palm Avenue. Two of the prominent archways located directly adjacent to the southern property line fronting Palm Avenue highlight and enhance the five-foot wide ADA accessible pedestrian walkway comprised of stamped concrete which leads directly from the sidewalk fronting Palm Avenue to the business entrance as well as open patio seating. The enhanced pedestrian walkway provides direct pedestrian access from the Palm Avenue sidewalk to the business. Additionally, landscaping would be provided adjacent to the screening elements and throughout the site. The opening to the drivethrough lane would be located at the northeastern corner of the proposed building, and the drive-through lane would wrap around the north and east sides of the building in a counter-clockwise direction. The proposed site improvements, right of way improvements, and building design style and materials properly integrate the building with surrounding uses.

17. Access to and parking for the proposed use does not create any undue traffic problem.

The parking design will not create any undue traffic problems as the required amount of parking is provided and the drive-through queue can accommodate 28 vehicles which, based on the applicant’s queuing analysis, would be maintained on site with no overflow on the street. Vehicular ingress and egress occurs through a public alley entrance west of the property as well as a curb cut on Georgia Street. Vehicular ingress and egress to the property would be provided from two of the existing curb cuts, one located on 9th Street which is a full-movement driveway, and one located on Palm Avenue that is a right-in right-out only driveway. The second existing curb cut located along 9th Street, south of the curb cut that is proposed to be maintained, would be removed as a part of

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the project. For the project’s proposed internal circulation, the project proposes a twoway drive aisle located east and north of the commercial building and west of the parking spaces which are located adjacent to the eastern property line. The two drive aisles dedicated to the use of the drive-through are situated parallel to each other in a “C” shape that wraps around the western side of the restaurant and is located adjacent to the western and southern property lines for the site. The drive-through drive aisles that front 9th Street (western PL) and Palm Avenue (southern PL) are completely screened.

Per IBMC Section 19.48.050(E)(1), drive-through establishments are required to provide one parking space for every 50 square feet of net floor area plus one space per two employees at the largest work shift. Per IBMC Section 19.04.575, net floor area is defined as, “…the total horizontal area of all the floors of a building included within the interior walls, exclusive of areas used exclusively for permanently installed heating and air conditioning units, mechanical equipment rooms, elevator shafts, basements or attics less than seven feet in height, permanent parking spaces, driveways, ramps, common kitchens, bathrooms, and hallways included within a building and areas used exclusively by employees in commercial and manufacturing businesses within a building.” As the proposed Raising Cane’s building interior would be exclusively utilized by employees with the only customer accessible space being a bathroom, there is no proposed net floor area for this project. However, staff requested that the applicant provide parking calculations for the outdoor patio seating area to meet the intent of the requirement which is to provide customers and employees with sufficient off-street parking. The outdoor patio is 776 square feet (1 stall/50 square feet) = 16 off-street parking spaces and the largest shift would have 10 employees (1 stall/2 employees) = 5 off-street parking spaces for a total of 21 off-street parking spaces for the project. The applicant has proposed to provide a total of 16 off-street parking spaces, including 11 standard, two ADA stalls, three designated mobile curbside pickup, and three designated carpool/vanpool/EV charging stations in conjunction with implementing transportation demand management (TDM) strategies to off-set the employee and customer parking needs.

The applicant assessed the potential TDM strategies for the project site and developed a TDM Plan to off-set the employee and customer parking needs, reduce vehicle miles traveled and greenhouse gas emissions, while increasing the utilization of active transportation. The TDM plan recommendations were to implement the following strategies:
• Providing secure bicycle storage racks for at least (2) bicycles. A long-term bicycle parking rack should also be provided for (1) bicycle. These storage racks should be provided at the Raising Cane’s.
• Clean air / Vanpool / EV parking spaces to be provided per the 2019 CALGreen standards but also to encourage carpooling for employees. • Disseminate information on the two SDMTS bus routes within a short walking distance of the Raising Cane’s. Bus Routes 933/934 and 901 provide convenient access to the property along 9th Street and Palm Avenue. • Raising Cane’s to offer Commuter Benefits which allow Crew members (employees) to defer pre-tax funds towards their own purchasing of transit funds.

The applicant is proposing to include a new bicycle parking area inclusive of two secure bicycle storage areas, one for long-term bicycle parking (one long term covered, lockable enclosure with permanently anchored racks for one bicycle) and one for shortPage 167 of 574 Resolution No. 2022-73

term bicycle parking (three new bicycle racks with two bike capacity each); three designated mobile curbside pickup and three designated carpool/vanpool/EV charging stations; will disseminate information on the two SDMTS bus routes 933/934 and 901; and provide commuter benefits to their employees. The proposed 16 parking spaces proposed for the project in conjunction with the implementation of the TDM strategies would meet the purpose of the off-street parking requirements which is to provide space off public streets for automobiles and other vehicles, to prevent traffic congestion, to encourage safe vehicular travel, and to provide for the welfare and convenience of residents and shoppers.

In accordance with the City’s commercial landscaping requirements, the parking lot would include landscaping such as trees, shrubs, and grasses. Additionally, as a part of the project, one existing curb cut off 9th Street would be removed.

The opening to the drive-through lane would be located at the northeastern corner of the proposed building, and the drive-through lane would wrap around the north and east sides of the building in a counter-clockwise direction. The drive-through would provide two side-by-side entry lanes and two order boards, which would allow Raising Cane’s to take orders from two customers at the same time. After the order boards, the two lanes would merge into a single drive-through lane prior to the pay and pick-up window.

Overall, the project site would provide a total queuing capacity of 300 feet, for a drivethrough queuing capacity of 15 vehicles. Additionally, the site would have an additional on-site queuing capacity of 145 feet in the drive aisle connecting to Palm Avenue, and 120 feet in the drive aisle connecting to Ninth Street, resulting in an additional on-site queuing capacity of 13 vehicles.

The applicant completed a drive-through (DT) queuing analysis for the proposed project to evaluate the adequacy of the drive-through lane queuing capacity. The applicant analyzed the proposed restaurant against two existing Raising Cane’s located within San Diego County. Based on the report’s findings, it was determined that the proposed project site would have an on-site queuing capacity of 28 vehicles which would be able to accommodate the expected peak demand. The applicant would be required to show conformance with the off-street parking requirements per IBMC Section 19.48.050.

18. All other applicable provisions of the Zoning Code are complied with.

The project complies with all other criteria set forth in the City of Imperial Beach Zoning ordinance.

19. Any other considerations as the Community Development Department deem necessary to preserve the health, safety and convenience of the City in general.

Standard and applicable conditions of approval have been included with the Resolution to further ensure that the health, safety, welfare, and convenience of the City in general is preserved.

20. Public Notice requirements, pursuant to Zoning Ordinance Section 19.81.050, have been satisfied.

The project description and the date of the City Council public hearing were sent to property owners within 300 feet and occupants within 100 feet of the subject site on September 7, 2022, and a public hearing notice was published in the Imperial Beach Eagle & Times newspaper on September 8, 2022.

Resolution No. 2022-73

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Imperial Beach that the above-listed findings and recitals are true and correct and are incorporated by reference; and
BE IT FURTHER RESOLVED by the City Council of the City of Imperial Beach that Regular Coastal Development Permit (CP-21-0004), Conditional Use Permit (CUP-21-0004), Design Review Case (DRC-21-0017), Site Plan Review (SPR-21-0018), and a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15332 Class 32 (In-fill Development Projects) proposing to demolish an existing building and construct a new Raising Cane’s restaurant with a drive-through facility at 900 Palm Ave (APN 626-212-36-00) in the C/MU-1 (General Commercial and Mixed Use) Zone are hereby approved subject to the following:

CONDITIONS OF APPROVAL:

1. Approval Regular Coastal Development Permit (CP-21-0004), Conditional Use Permit (CUP-21-0004), Design Review Case (DRC-21-0017), Site Plan Review (SPR-21-0018), and a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15332 Class 32 (In-fill Development Projects) is valid for one year from the effective date following final action by the City Council (10 working days following final action) and shall expire at the end of business on October 6, 2023, unless vested with substantial construction pursuant to an approved building permit.

Approvals of the Coastal Development Permit (CP-21-0004), Conditional Use Permit (CUP-21-0004), Design Review Case (DRC-21-0017), Site Plan Review (SPR-21-0018), and a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15332 Class 32 (In-fill Development Projects) shall run coterminous.

2. The site shall be developed in substantial compliance with the plans dated July 8, 2022, on file at the Community Development Department, or as otherwise amended and approved, and the conditions contained herein.

3. Traffic circulation for the site shall not negatively impact the public right of way and/or traffic patterns. If the project circulation causes any negative impacts to the public right of way and/or traffic patterns, the owner or owner’s designee must investigate and mitigate impacts to the satisfaction of the City. As determined by the City, traffic control measures may need to be implemented and adjustment to ingress and egress to the site may be required.

4. Project shall address any comments related to stormwater documents/plans to comply with the Municipal Stormwater Permit, as requested by the City Engineer.

5. All public right of way improvements must be in conformance with the Palm Avenue Master Plan subject to City review and approval.

6. Any alterations to the business such as changes to the hours of operation and/or business characteristics are subject to review and approval by the City.

7. Noise shall not have a negative effect on the existing neighborhood. If the property receives any noise complaints, the owner or owner’s designee shall investigate said complaint and mitigate any issues to meet Imperial Beach Municipal Code noise requirements (Imperial Beach Municipal Code 9.32 – Noise).

8. Lighting shall not have a negative effect on the existing neighborhood. All lighting shall be situated and adjusted to shine only on the subject property. If the property receives

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complaints related to lighting, the owner or owner’s designee shall investigate said complaint and mitigate any issues (adjustment, shades, removal of light, etc.).

9. Transportation demand management strategies shall be provided and permanently maintained by the applicant and/or property owner to encourage multiple methods of transportation, including the following:
 Providing secure bicycle storage racks for at least (2) bicycles. A long-term bicycle parking rack should also be provided for (1) bicycle. These storage racks should be provided at the Raising Cane’s.
 Clean air / Vanpool / EV parking spaces to be provided per the 2019 CALGreen standards but also to encourage carpooling for employees.  Disseminate information on the two SDMTS bus routes within a short walking distance of the Raising Cane’s. Bus Routes 933/934 and 901 provide convenient access to the property along 9th Street and Palm Avenue.  Raising Cane’s to offer Commuter Benefits which allow Crew members (employees) to defer pre-tax funds towards their own purchasing of transit funds The transportation demand management strategies shall be revisited and revised at the expense of the owner or owner’s designee if determined reasonably necessary by the City.

10. The project must install commercial solar.

11. All proposed EV charging parking spaces must install the EV charging stations.

12. All landscaped areas on site and within the public right-of-way adjacent to the property shall be drought tolerant and shall be permanently irrigated and maintained by the applicant/owner in a healthy condition, free from weeds, trash, and debris.

13. A permanent irrigation system shall be installed and permanently maintained to serve all landscaped areas. The applicant/owner shall comply with all State requirements for the Model Water Efficient Landscape Ordinance.

14. This project is subject to all Model Codes, State Codes and City Ordinances adopted by the City of Imperial Beach.

15. Obtain all required building permits (Building, Plumbing, Mechanical, Electrical, Grading etc.) for this project. All construction shall comply with the adopted 2019 California Building Standards Codes; Residential, Building, Electrical, Mechanical, Plumbing, Energy, Fire, Green Building, Historic Building, Existing Building, as amended by City Ordinance 2019-1190 and other applicable Municipal Codes in effect at the time of plan submittal for building permits.

16. Prior to Foundation Inspection a survey of the property shall be conducted from a California Licensed Surveyor or Engineer and survey pins shall be in placed to identify the corners.

A setback certification prepared by the responsible licensed Land Surveyor or Engineer shall be submitted to the City Building Inspector prior to inspection or approval of the foundation.

17. Provide a note on plans: “Prior to foundation approval, a setback and pad elevation certification shall be provided by a California Licensed Surveyor verifying that the proposed foundation is in conformance with the approved plans.”

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18. All projects greater than or equal to twenty-five thousand dollars ($25,000), or which involve the construction and/or demolition of two-hundred-fifty (250) square feet or more of floor space shall comply with Imperial Beach Municipal Code Chapter 8.38. A completed Waste Management Plan shall be submitted with the building permit application.

19. Any development of property other than single-family residence(s) or duplex(es) with a valuation in excess of fifty thousand dollars ($50,000) will be required to underground all utility services on-site, adjacent thereto and those which traverse the site. IBMC 13.08

20. Plans deviating from conventional wood frame construction shall have the structural portions signed and sealed by the California state licensed engineer or architect responsible for their preparation, along with structural calculations. (California Business and Professions Code).

21. No work for which a building permit is required shall be performed within the hours of 7:00 P.M. - 7:00 A.M. Monday - Friday, nor prior to 8:00 A.M. or after 5:00 P.M. on Saturday nor anytime on Sundays. A sign shall be posted at a conspicuous location near the main entry to the site, prominently displaying these hour restrictions.

22. A soils report must be provided with the building permit application. The report shall include foundation design recommendations based on the engineer's findings and shall comply with Section R401.4.

Should the soils engineer recommend that he/she review the foundation excavations, provide a note on the foundation plan that "Prior to the contractor requesting a Building Department foundation inspection, the soils engineer shall advise the building official in writing that:
 The building pad was prepared in accordance with the soils report,  The utility trenches have been properly backfilled and compacted, and  The foundation excavations, the soils expansive characteristics and bearing capacity conform to the soils report."
A letter will need to be provided from the soils engineer confirming that the foundation plan, grading plan and specifications have been reviewed and that it has been determined that the recommendations in the soils report are properly incorporated into the construction documents (when required by the soil report).

23. This project will be required to provide an energy design detailing compliance with the Mandatory Measures and either the Performance or Prescriptive methods of compliance.

24. The mandatory Green Building requirements for nonresidential construction must be included on your plans. Green Building Standards are applicable to newly constructed buildings, building additions of 1,000 square feet or greater, and/or building alterations with a permit valuation of $200,000 or above. California Green Building Standards Nonresidential Mandatory Measures checklist plan sheets are available from the following website:
https://aiacalifornia.org/calgreen-checklists/

25. Please contact the San Diego Gas & Electric Project Planning Team (Metro Service Order Team) at 619-230-7800 to confirm the proposed service locations detailed on your site plan are in compliance with their service standards.

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26. The width of the opening between the screening wall for the bathroom and the planters / landscape features along the building does not appear to be adequate for ADA or egress. Please specify this width on the plans.

27. The accessible route crosses over the 3’ wide valley gutter in multiple locations. Specify that the cross slope of the gutter meets the minimum accessible route requirements per CBC Chapter 11B.

28. All conditions of approval related to the right of way work (Public Works Department) must be included in the building permit plan set.

29. All proposed improvements located within or impacting the public right of way must be shown on the project plans.

30. Any new sewer connection to the main line shall be coordinated with the City of Imperial Beach Public Works Department.

31. Prior to approval of these plans the sewer lateral locations shall be drawn on the plans and submitted to the City for review and approval. If applicable, new buildings cannot be constructed on top of existing sewer lateral, rerouting is required.

32. Sewer laterals shall be installed per Regional Standards SS-01 through SS-04, SP-01 through SP-03 & SC-01. Upon completion, the applicant shall contact the Public Works Department for an inspection of the tie to the Main by calling the Public Works Inspector at (619) 551-8005.

33. If applicable, for new structure using existing sewer lateral, the applicant is required to demonstrate that the sewer lateral conforms to all City standards, specifications and codes. In order to determine the existing condition of the lateral, the applicant must provide an in-line closed-circuit video (CCTV) inspection of the lateral from the building to the City's sewer main. Any damaged sections of pipe found during the video inspection must be repaired before approval of the lateral for use.

34. If an existing sewer lateral servicing the site will not be utilized and is to be abandoned, it shall be abandoned per the Greenbook standards or other approved building standards.

Include the abandonment procedures on the building plans for City approval.

35. No building roof or landscape water drains may be piped to the street or onto impervious surfaces that lead to the street. A design that has these water discharges directly into the storm drain conveyance system (onto an impervious surface that flows to the street) is in violation of the Municipal Storm Water Permit - Order R9-2013-0001.

36. Building foundation elevations shall be at least one (1) foot above gutter line to minimize flooding during storm conditions.

37. The owner of private property adjoining the public right-of-way shall be responsible to maintain the proposed bio retention landscaping in the area between the sidewalk and private property line for the entire frontage of the property. Such maintenance shall include watering and clearing of weeds.

38. Proposed driveway approaches on 9th St. & Palm Ave. shall be constructed in compliance with San Diego Regional Standard Drawings G-14B (Concrete Driveway Non -Contiguous Sidewalk), G-15 (Driveway Location – Adjacent to Curb Returns and Street Lines), and G-16 (Driveway Location and Width Requirements).

39. The proposed driveways shall be constructed in a manner so as to:
 Maintain existing stormwater runoff flows:

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 Avoid the flow of stormwater across the new driveway (or associated sidewalk); and
 Include the installation of an expansion joint between the paved surface on the private property and the paved surface of the public right-of-way.

40. If it is necessary to cut into the alley pavement as part of this project, all concrete cuts in the alley must be replaced with #4 rebar dowels positioned every 1 foot on center and secured with approved epoxy. Concrete specification must be 560-C-3250. Concrete parallel to the alley drainage must be at least 2 feet from the alley drain line.

41. For alley, sidewalk or curb & gutter replacement ensure compliance with San Diego Regional Standard Drawing G-11 (Concrete Curb, Gutter, Sidewalk & Pavement Removal and Replacement) in that, the “Area to be removed [must be] 5’ or from joint to joint in panel, whichever is less.” The distance between joints or score marks must be a minimum of 5-feet. Where the distance from “Area to be removed”, to existing joint, edge or score mark is less than the minimum shown, “Area to be removed” shall be extended to that joint, edge or score mark.

42. Along the public right-of-way, the applicant shall replace all tree grates located in the public sidewalk along the property frontage. The remedial work required herein shall be performed to the satisfaction of the Public Works Inspector.

43. All existing sidewalk abutting the property on Palm Ave. & 9th St. that does not conform to current ADA standards shall be reconstructed and replaced per SDRSD G-7, with sidewalk joint locations per SDRSD G-9 and concrete joint details per SDRSD G-10.

44. Existing curb coring for roof drainage in two locations on 9th St. shall be removed. New curb and gutter shall be installed per SDRSD G-3.

45. Existing telecommunications pedestal on Palm Ave. shall be removed and replaced with flush mount hand hole/cover. Applicant shall coordinate this portion of project through local telecommunications company.

46. Alley pedestrian ramps on far east side of property along Palm Ave. will require replacement and shall be constructed per SDRSD G-30, G-31 (Curb Ramp Type D), G32A & G-32B.

47. Applicant shall monetarily reimburse the City of Imperial Beach In lieu of removing and replacing the non-ADA compliant pedestrian ramp at the Northeast corner of Palm Ave. & 9th St. Estimated cost to applicant shall be determined and agreed upon at a later date.

48. Where existing right-of-way pavement is to be removed, a clean, neat line shall be sawcut at the edge of existing pavement where the new replacement pavement to be installed. A minimum twelve (12) inch cut shall be provided between a new driveway, curb or other concrete work that meets with asphalt. This will give a clean, compactable area to transition from new concrete to existing road surface. All driveways or sidewalks shall be poured as soon as possible after disturbance of existing pavement to prevent erosion of pavement integrity. Any damaged pavement shall be repaired with like material to the satisfaction of the Public Works Inspector. Existing street widths shall not be narrowed as a result of apron placement.

49. All trench resurfacing shall be performed in accordance with the standards shown below and shall be subject to inspection by the City’s Public Work Inspector. The permittee

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shall be responsible for calling for an inspection at (619) 551-8005. Trenches and improvements in streets shall conform to regional standards as follows:
 Trenches wider than six (6) inches: Use Regional Standard G-24A type C & G24B. The base shall be compacted with twelve (12) inch maximum lifts to 95% modified proctor and test reports
 Trenches six (6) inches or less: Use regional standard G-33 Type B. Call for an inspection prior to the Asphalt repair at (619) 551-8005.  Traffic Control plans shall be followed per approved plans and adjusted by the contractor for changing conditions.
 Trench plates used for a SDG&E gas connection (which can take several weeks), or on downhill road sections, need to be ground down so plates are flush with roadway. All plates are to be slip resistant. All open trenches in roadway shall be plated and secured at the end of the work day. All other open trenches shall be plated or covered in heavy plywood.
 Where a curb exists, the applicant shall bore under curb or saw cut a minimum of the width of the asphalt patch and replace with same construction.  No trench shall be opened in any street for the purpose of laying pipes, conduits or ducts except when the prior written consent of the Director of Public Works has been obtained. Construction shall include restoration of all speed controls (bumps or humps) and all striping and/or any signage that may be disturbed as the result of project implementation. Restoration of disturbed speed humps shall include a double coat of speed hump paint with glass crystals. No open trench shall be allowed across any street or within 10 ft. of any travel way.

50. For any work to be performed in the street or alley, submit a traffic control plan for approval by Public Works Inspector a minimum of 5 working days in advance of street work. Traffic control plan is to be per Regional Standard Drawings or CALTRANS Traffic Control Manual.

51. The applicant shall be responsible for informing the public of the traffic conditions existing within the construction area at all times by placement of appropriate warning and advisory signs. The applicant shall also provide and maintain all traffic control and safety items. Barricades and any other delineation in the right of way shall be required and maintained by applicant for the duration of the right of way improvements. Applicant assumes sole and complete responsibility for the job and site conditions during the course of construction, including safety of all persons and property. This requirement shall apply continuously twenty-four (24) hours per day and shall not be limited to normal work hours.

52. For any project that proposes work within the public right-of-way (i.e., driveway removal/construction, sidewalk removal/construction, street or alley demolition/reconstruction, sewer lateral trenching and installation, landscaping and irrigation, fences, walls within the public right-of-way, etc.), a Temporary Encroachment Permit (TEP) shall be applied for and approved either prior to or concurrent with issuance of the building permit required for the project. Application for a Temporary Encroachment Permit shall be made available on the City website and/or the City permit portal (Citizen Self Service portal).

53. Permittee shall schedule inspections with the Public Works Department (619) 423-8311 at least 24 hours prior to need as follows:

Resolution No. 2022-73

 Sidewalk, Driveway, Curb and Gutter and other Concrete Work Pre-pour and Final
 Street Excavation T-Cut and Final
 Sewer Lateral Capping during Demolition and New Lateral Connection to Main  All Other Encroachment Activity Final

54. All alley, driveway, sidewalk, or curb & gutter construction within the City right-of-way shall require either a “CLASS A” or “C-8” Contractor’s license. All sewer lateral installations and trenching work within the City right-of-way shall require a “CLASS A” Contractor’s license.

55. Ensure construction design includes adequate storage (out of the front yard setback) for three (3) trash barrels (regular trash, recycled waste, green waste).

56. Any disposal/transportation of solid/construction waste in roll off containers must be contracted through EDCO Disposal Corporation unless the hauling capability exists integral to the prime contractor performing the work.

57. The parcel impervious surfaces are not to increase beyond that proposed in the project review drawings. This will be as a post-construction condition in order to maximize the water runoff infiltration area on the parcel in compliance with Municipal Storm Water Permit – Order R9-2013-0001.

58. Install/set property survey monuments at all property corners. Prepare either a Record of Survey or Corner Record, whichever is applicable pursuant to the requirements of the State Land Surveyor’s Act. Said Record of Survey or Corner Record shall be recorded in the office of the San Diego County Recorder. Provide the City with a recorded copy.

59. Applicant required to provide verification of post construction Best Management Practice (BMP) maintenance provisions through a legal agreement, covenant, CEQA mitigation requirement, and / or Conditional Use Permit. Agreement is provided through the Community Development Department.

60. Property owner must institute “Best Management Practices” to prevent contamination of storm drains, ground water and receiving waters during both construction and post construction. The property owner or applicant BMP practices shall include but are not limited to:
 Contain all construction water used in conjunction with the construction.

Contained construction water is to be properly disposed in accordance with Federal, State, and City statutes, regulations and ordinances.  All recyclable construction waste must be properly recycled and not disposed in the landfill.
 Water used on site must be prevented from entering the storm drain conveyance system (i.e. streets, gutters, alley, storm drain ditches, storm drain pipes).  All wastewater resulting from cleaning construction tools and equipment must be contained on site and properly disposed in accordance with Federal, State, and City statutes, regulations, and ordinances.
 Erosion control - All sediment on the construction site must be contained on the construction site and not permitted to enter the storm drain conveyance system.

Applicant is to cover disturbed and exposed soil areas of the project with plastic–

Resolution No. 2022-73

like material (or equivalent product) to prevent sediment removal into the storm drain system. See CASQA’s (California Stormwater Quality Association) Construction Best Management Practices Handbook for other alternative erosion and sediment control BMPs.

61. Two days prior to any excavation, “Dig-Alert” (800) 227-2600 shall be notified to locate all known underground utilities.

62. Applicant must underground all utilities in accordance with I.B.M.C. 13.08.060.C as noted below, applicability to new structures:
 For any development which requires a building permit but is of a valuation of fifty thousand dollars or less, the applicant will be required either to underground the utilities or to sign a deferral agreement pertaining thereto.  For any development of single-family residence(s) or duplex(es) which exceeds a valuation of fifty thousand dollars, the applicant will be required to sign a deferral agreement with, and pay a recording fee to, the City.
 Any development of property other than as described in subsection A or B of this section in excess of fifty thousand dollars valuation will be required to underground all utility services on-site, adjacent thereto and those which traverse the site.”

63. Applicant shall defend, indemnify, and hold harmless the City, its agents, officers, and employees from any and all claims, actions, proceedings, damages, judgments, or costs, including attorney’s fees and costs incurred by the City and any claim for private attorney general fees and costs claimed by or awarded to any party against the City or its agents officers or employees against the City or its agents, officers, or employees, relating to the approval of the project (USE-21-0054) including, but not limited to, any action to attack, set aside, void, challenge, or annul this development approval and any environmental document or decision Regular Coastal Development Permit (CP-21- 0004), Conditional Use Permit (CUP-21-0004), Design Review Case (DRC-21-0017), Site Plan Review (SPR-21-0018), and a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15332 Class 32 (In-fill Development Projects)), including any claims for violation of the Public Records Act or discovery law arising from and with respect to litigation involving these approvals (collectively “Development Approvals”). The City will promptly notify applicant of any claim, action or proceeding concerning the Development Approvals. The City may elect to conduct its own defense, participate in its own defense, or obtain independent legal counsel in defense of any claim related to this indemnification. In the event of such election, applicant shall pay all the costs related thereto, including without limitation reasonable attorney’s fees and costs. In the event of such election applicant shall pay all the costs related thereto including without limitation attorney’s fees and costs incurred by the City. In the event of a disagreement between the City and applicant regarding litigation issues, the City shall have the authority to control the litigation and make litigation related decisions, including, but not limited to, settlement or other disposition of the matter. However, the applicant shall not be required to pay or perform any settlement unless such settlement is first approved by applicant.

64. The applicant/property owner shall read, understand, and accept the conditions listed herein and shall, within 30 days, return a signed statement to the Community Development Department accepting said conditions.

Resolution No. 2022-73

65. The applicant/property owner shall pay off any deficits in his project account (21-0054- DEP) prior to building permit issuance and prior to final inspection.

Appeal Process under the California Code of Civil Procedure (CCP): The time within which judicial review of a City Council decision must be sought is governed by Section 1094.6 of the CCP. A right to appeal a City Council decision is governed by CCP Section 1094.5 and Chapter

1.18 of the Imperial Beach Municipal Code.

PROTEST PROVISION: The 90-day period in which any party may file a protest, pursuant to Government Code Section 66020, of the fees, dedications or exactions imposed on this development project begins on the date of the final decision.

NOW, THEREFORE, BE IT RESOLVED by the City Council of the City of Imperial Beach as follows:

1. That the foregoing recitals are true and correct.

2. That Regular Coastal Development Permit (CP-21-0004), Conditional Use Permit (CUP-21-0004), Design Review Case (DRC-21-0017), Site Plan Review (SPR21-0018), and a categorical exemption pursuant to the California Environmental Quality Act (CEQA) Guidelines Section 15332 Class 32 (In-fill Development Projects) is approved for the demolition of an existing building and construction of a new Raising Cane’s restaurant with a drive-through facility at 900 Palm Ave (APN 626-212-36-00), subject to the conditions set forth in this Resolution.

PASSED, APPROVED, AND ADOPTED by the City Council of the City of Imperial Beach at its meeting held on the 21st day of September 2022, by the following vote:

AYES: COUNCILMEMBERS:

NOES: COUNCILMEMBERS:

ABSENT: COUNCILMEMBERS:

SERGE DEDINA, MAYOR
ATTEST:

JACQUELINE M. KELLY, MMC

CITY CLERK

900 PALM AVENUE
IMPERIAL BEACH, CA 91932
1100 TOWN & COUNTRY RD, SUITE 700
ORANGE, CA 92868
(714) 939-1030
Know what'sbelow. Callbefore you dig.

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ABBREVIATIONS

SHEET INDEX

CIVIL COVER SHEET

ENTITLEMENT PLANS
FOR
RC0866
900 PALM AVENUE
IMPERIAL BEACH, CA 91932

PROJECT TEAM

UTILITY PURVEYORS

LEGAL DESCRIPTION PER TITLE REPORT

SITE INFORMATION

BASIS OF BEARINGS NOTE

GEOTECHNICAL REPORT
LEGEND
’

VICINITY MAP

IMPERIAL BEACH,

CALIFORNIA

NOT TO SCALE
1 Attachment 2

SHEET 1 OF 1
PHONE: 916.900.6623 | unicoengineering.com
110 BLUE RAVINE RD SUITE 101 | FOLSOM, CA 95630

CITY OF IMPERIAL BEACH COUNTY OF SAN DIEGO STATE OF CALIFORNIA

ALTA/NSPS LAND TITLE SURVEY

DATE OF PLAT

DATE OF SURVEY
PROPERTY ADDRESS: 900 PALM AVENUE, IMPERIAL BEACH, CA 91932-1504 ’
12/30/2021
Feet
0 20 40
12/15/2021

900 PALM AVENUE
IMPERIAL BEACH, CA 91932
1100 TOWN & COUNTRY RD, SUITE 700
ORANGE, CA 92868
(714) 939-1030
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EROSION CONTROL
PLAN
3 GENERAL EROSION CONTROL NOTES MAINTENANCE NOTES BMP NOTES

EROSION CONTROL NOTES

SEQUENCE OF CONSTRUCTION
LEGEND
NORTH

NO PARKING DO NOT ENTER STOP DRIVE THRU DRIVE THRU NO PARKING CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV MOBILE CURBSIDE PICKUP MOBILE CURBSIDE PICKUP MOBILE CURBSIDE PICKUP STOP 9 T H S T R E E T

P A L M A V E N U E
900 PALM AVENUE
IMPERIAL BEACH, CA 91932
1100 TOWN & COUNTRY RD, SUITE 700
ORANGE, CA 92868
(714) 939-1030
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PRELIMINARY SITE
PLAN

NOT TO SCALE

PROJECT

LOCATION
NORTH
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CONSTRUCTION NOTES:

SITE DATA
·
·
·

SIGN INFORMATION

LEGAL DESCRIPTION PACIFIC OCEAN
S.D. BAY
CALLA AVE.

DONAX AVE.

ELM AVE.

ELDER AVE. 7TH ST SEACOAST DR. 9TH ST 8TH ST 10TH ST
4 IMPERIAL BEACH,

CALIFORNIA

VICINITY MAP
PALM AVE.

BUSINESS OPERATIONS
’ “ ” ’
’
’ NOTE
·
·

NO PARKING NO PARKING CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV MOBILE CURBSIDE PICKUP MOBILE CURBSIDE PICKUP MOBILE CURBSIDE PICKUP NO PARKING NO PARKING CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV CLEAN AIR/ VANPOOL/EV MOBILE CURBSIDE PICKUP MOBILE CURBSIDE PICKUP MOBILE CURBSIDE PICKUP 900 PALM AVENUE
IMPERIAL BEACH, CA 91932
1100 TOWN & COUNTRY RD, SUITE 700
ORANGE, CA 92868
(714) 939-1030
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GRADING AND DRAINAGE NOTES

ESTIMATED EARTHWORK QUANTITIES

PRELIMINARY

GRADING PLAN
5

1 SCREEN WALL BREEZE BLOCK AT RESTROOMS SCALE: NTS Sheet Number: Sheet Title: SITE DETAILS AND LIGHTING A0.10 Tele: 972-769-3100 Fax: 972-769-3101
6800 Bishop Road, Plano, TX 75024
Restaurant Support Office Restaurant: Designer's Information:

CSRS Project Manager:

Prototype Phase:Project Issue Date: 8555 United Plaza Blvd. Baton Rouge, Louisiana 70809 Telephone: 225 769-0546 www.csrsinc.com Raising Cane's Restaurant #886 900 Palm Avenue Imperial Beach, CA D/T Walk-Up-HV 2021-3.0 00-00-0000 PM SET VERSION 00-00-0000 Sheet Versions: # Date Description 1 06-01-22 ENTITLEMENT COMMENTS 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 2 SITE LIGHTING SCALE: NTS 3 BUILDING SCONCE LIGHTING SCALE: NTS 4 PATIO LIGHTING SCALE: NTS 5 MURAL LIGHTING AT DRIVE THRU SCALE: NTS 1 Page 183 of 574 EXTERIOR CORRAL 6'-9
1 4"
17'-11"
8'-2
5 8" 8'-6
7 8" 3'-3
3 8" 6'-5
7 8" COOLER/FREEZER 17'-4
7 8"
11'-1"
8'-0
7 8" ADA PUBLIC GENDER NEUTRAL RESTROOM 1 EMPLOYEE RESTROOM 4'-10 3 8" 6'-9
3 4"
8'-0
7 8" DRIVE-THRU PAY 8'-0
1 4" 7'-6
3 4" 14'-4
1 4"
8'-3
1 4"
8'-11
1 8" WASH AREA 7'-0
5 8" 8'-7
1 4" 5'-9
3 8'-0 8" 3'-6" 1
4" 2'-8
1 2" DRIVE-THRU PICK UP PATIO SERVING AREA
26'-3
1 8" 62'-5
7 8" 20'-10
1 2"
26'-7" 12'-9
1 2" 9'-1
1 4" 38'-5
1 4" 13'-0
3 4"
8'-9
1 8" 1'-0
7 8" 19'-3"
18'-2" 16'-10
7 8"
5" 25'-6
5 8"
10'-2
1 4" 5'-3
5 8" 10'-2
1 4"
11'-8
5 8" 7'-11
3 8" 9'-11"24'-3
3 4" 11'-10" KITCHEN MANAGER'S OFFICE 14'-0
5 8" 18'-10
3 8" 5'-0" 1'-9
1 2"
1 1/4" = 1'-0" FLOOR PLAN
1A6.10 Sheet Number: Sheet Title: Keynote Floor Plan A1.10 Tele: 972-769-3100 Fax: 972-769-3101
6800 Bishop Road, Plano, TX 75024
Restaurant Support Office Restaurant: Designer's Information:

CSRS Project Manager:

Prototype Phase:Project Issue Date: 8555 United Plaza Blvd. Baton Rouge, Louisiana 70809 Telephone: 225 769-0546 www.csrsinc.com Raising Cane's Restaurant #886 900 Palm Avenue Imperial Beach, CA D/T Walk-Up-HV 2021-3.0 00-00-0000 PM SET VERSION 00-00-0000 Sheet Versions: # Date Description 1 06-01-22 ENTITLEMENT COMMENTS 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1 Page 184 of 574
6 1/4" = 1'-0" DUMPSTER ENCLOSURE W/ ROOF 3 1/4" = 1'-0" EXTENDED DUMPSTER RCP 2YD WASTE BIN 2YD WASTE BIN 01 1/4" = 1'-0" EXTENDED DUMPSTER PLAN 9'-0" 6'-4" 26'-0" 13'-0" 13'-0" 5'-0" 8'-0" 8'-0" 5'-0" 12'-0" CLEAR 12'-0" CLEAR 02 A0.20 DOORS TO SWING 90°, TYP. 04 A0.20 07 A0.20 1" 06/A0.20 NOTE: PROVIDE A MINIMUM 50% OF AREA DEDICATED TRASH COLLECTION TO RECYCLING. 15'-4"
3'-0" 2YD RECYCLE BIN 2YD RECYCLE BIN 2YD RECYCLE BIN 24 GAL ORGANICS 24 GAL ORGANICS 24 GAL ORGANICS BOLLARD, TYP RE: 2/A0.22 8" PVC DRAIN W/ CAST IRON GRATE, ZURN-Z315 WITH DRAIN CAP POST HYDRANT, RE: 3/A0.22 2YD WASTE BIN 414 2'-0" 4'-0"
R.O. 2" x 2" x 1/4" ANGLED DIAGONAL SUPPORTS WELDED TO FRAME, TYP. EA. GATE PANEL HINGE (TYPICAL OF 6 PER GATE) STEEL COLUMN, RE: STRUCT. PAINT P-10 METAL WALL PANELS, PAINT P-10 CURB DRIVEWAY PAVING CONCRETE FOOTINGS PER STRUCTURAL GALV. EYE HOLES FOR PAD LOCK CANE BOLTS, RE: 7/A0.20 CURB ROOF CANOPY RE: 03/A0.20 FOR RCP 1/2:12 SLOPE 8'-8"
DUMPSTER GATE HEIGHT 02 1/2" = 1'-0" DUMPSTER SECTION *PROTOTYPE NOTE: IF SPLIT-FACE CMU IS NOT ALLOWED, USE STANDARD CMU WITH EWF-4 MASONRY VENEER. EXTEND SLAB EDGE 4" TO PROVIDE BRICK LEDGE. STANDING SEAM ROOF CAST STONE WALL CAP CMU BOND BEAM, REINFORCE PER STRUCTURAL REINFORCE PER STRUCTURAL SLOPE ADJACENT SOD AWAY FROM DUMPSTER PAD FOUNDATION REINFORCEMENT PER STRUCTURAL 10'-1" AFF EAVE HEIGHT 9'-1" AFF TOP OF CMU 0'-5" TOP OF CURB 0'-0" TOP OF SLAB -0'-1" TOP OF PAVING 11'-3" BOTTOM OF STEEL RIBBED METAL PANEL ALL 4 SIDES TOP OF PAVING PER CIVIL 07 A0.20 8" SPLIT-FACE CMU WITH GROUT-FILLED CELLS BORAL DESIGNER BLOCK COLOR: GRAY GRANITE MORTAR: ARGOS MAGNOLIA MASON'S MIX SINGLE COURSE OF BORAL DESIGNER BLOCK AT 36" A.F.F., COLOR : CHARCOAL SIM. 10'-7" AFF BOTTOM OF STEEL 2 7'-1" A0.30 LINTEL BEAM
6" 5"
1'-6"
2'-6"
2'-6" 07 3/4" = 1'-0" DUMPSTER GATE THRESHOLD DETAIL 08 3/4" = 1'-0" DRY WALL DRAIN DETAIL CANE BOLT HOOK 1/2" ø STAINLESS STEEL CANE BOLT DUMPSTER PAD SET 1" HIGHER THAN ADJACENT PAVING. SLOPE PAVING TO DUMPSTER PAD AT 1:12 MAX. 3/4" PVC CONDUIT W/ BOX BUSHING EPOXIED INTO PAVING 8" WIDE CURB CUT OPENING 24" X 24" DRY WELL FILLED WITH #5 GRAVEL LANDSCAPE EDGING TO TOP OF CURB SLOPE SOD AWAY FROM WELL GEOTEXTILE FABRIC AROUND SIDES OF DRY WELL. LEAVE BOTTOM OPEN 412" 412" 04 1 1/2" = 1'-0" DUMPSTER GATE DETAIL METAL DECKING SHALL BE WELDED TO METAL FRAME AT TOP & BOTTOM 2" x 2" x 1/4" ANGLE METAL FRAME 8" HEAVY DUTY BARREL HINGES WELDED TO GATE AND GATE POST. 05 1 1/2" = 1'-0" NOT USED Sheet Number: Sheet Title: DUMPSTER DETAILS A0.20 Tele: 972-769-3100 Fax: 972-769-3101
6800 Bishop Road, Plano, TX 75024
Restaurant Support Office Restaurant: Designer's Information:

CSRS Project Manager:

Prototype Phase:Project Issue Date: 8555 United Plaza Blvd. Baton Rouge, Louisiana 70809 Telephone: 225 769-0546 www.csrsinc.com Raising Cane's Restaurant #886 900 Palm Avenue Imperial Beach, CA D/T Walk-Up-HV 2021-3.0 00-00-0000 PM SET VERSION 00-00-0000 Sheet Versions: # Date Description 1 06-01-22 ENTITLEMENT COMMENTS 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1 Page 185 of 574 1 1/4" = 1'-0" TRANSVERSE SECTION HOOD 20'-0" A.F.F. PLATE HT. OPEN KITCHEN OUTDOOR PATIO MECHANICAL SCREEN; RE: STRUCTURAL TRUSS TYP.; RE: STRUCTURAL ACT CEILING SERVING AREA DRIVE-THRU PICKUP SLAB; RE: STRUCTURAL 0'-0" A.F.F. 0'-0" A.F.F. 20'-0" A.F.F. PLATE HT. 10'-0" A.F.F. B.O. CANOPY 16'-7" A.F.F. T.O. PLATE 9'-6"
11'-0"
TO
TRUSS
2 1/4" = 1'-0" LONGITUDINAL SECTION Sheet Number: Sheet Title: BUILDING SECTIONS A6.10 Tele: 972-769-3100 Fax: 972-769-3101
6800 Bishop Road, Plano, TX 75024
Restaurant Support Office Restaurant: Designer's Information:

CSRS Project Manager:

Prototype Phase:Project Issue Date: 8555 United Plaza Blvd. Baton Rouge, Louisiana 70809 Telephone: 225 769-0546 www.csrsinc.com Raising Cane's Restaurant #886 900 Palm Avenue Imperial Beach, CA D/T Walk-Up-HV 2021-3.0 00-00-0000 PM SET VERSION 00-00-0000 Sheet Versions: # Date Description 1 06-01-22 ENTITLEMENT COMMENTS 1 -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 1 1 Page 186 of 574
site plan
scale: 1'=20'-0"
13' 3" 2' 4"
18' 0"
20' 5"
21' 4"
12' 10"
12' 10"
15' 7"
9' 5" 9' 5"
2' 4"
18' 0" 18' 3" 3' 7"
10' 9"
46' 10"
61' 6"
C886 Imperial Beach CA - Site Plan
06/01/2022
R-01

Note

1. Readings shown are based on a total LLF as shown at floor. Data references the extrapolated performanceprojections in a 25c ambient based on 10,000hrs. of LED testing (per IESNA LM-80-08 and projected per IESNA TM-21-11).2. Please refer to the "luminaire locations" for mounting heights.3. Product information can be obtained at www.Acuitybrands.com or through your local agent SAFETY - General Parking Applications (Less than 0.5fc min)Please note this analysis does not comply with minimal IESNA levels for parking andpedestrian safety.Acuity Brands will not be liable for any safety issues that may arise from theinstallation of this design.

DesignerSydney SchroederDate06/06/2022ScaleAs ShownDrawing No.190545-4 A1Summary PH.1
Schedule
Symbol Label Quantity Manufacturer Catalog Number Description Number Lamps Lumens Per Lamp Light Loss Factor Wattage Distribution XX
4 Lithonia
Lighting
RSX1 LED P4 40KR4 HS
RSX LED Area LuminaireSize 1 P4 Lumen Package4000K CCT Type R4Distribution with HS shield 1 10893 0.9 133.14 TYPE III, SHORT,
BUG RATING: B1 -U0 - G2
Statistics
Description Symbol Avg Max Min Max/Min Avg/Min
DRIVE THRU 1.1 fc 3.9 fc 0.1 fc 39.0:1 11.0:1DRIVEWAY 1.9 fc 3.9 fc 0.3 fc 13.0:1 6.3:1PARKING LOT 1.7 fc 4.1 fc 0.3 fc 13.7:1 5.7:1SITE CALCULATIONS 0.6 fc 4.1 fc 0.0 fc N/A N/A DISCLAIMERThis application design is not a professional engineering drawing, and the design, including reported data and calculated results, is provided for informational purposes only, without any warranty as to accuracy, completeness, safety or otherwise. The design is the result of calculations made using Visual® lighting application software, photometric/radiometric data measured in a laboratory, and certain computational and modeling assumptions.Far-field photometric/radiometric data may have been used to perform one or more calculations. Photometric/radiometric data is typically collected under far-fieldmeasurement conditions; far-field data is not generally representative of near-field geometric conditions. When using far-field photometric/ radiometric data, theVisual software applies certain generalizing assumptions to approximate near-field performance. These approximations may result in significant inaccuracies inindividual calculated luminous and/or radiant power quantities in areas where a source is in close proximity to a particular surface or point.

The modeling of radiant flux exchange used in the Visual software requires a uniform exitance across each reflecting surface. The Visual software approximates the uniform surface exitance condition by adaptively subdividing surfaces with non-uniform exitances into subsurfaces with sufficiently uniform exitance gradients.Practical restrictions, due to computer hardware limitations, may prevent the subdivision procedure from subdividing surfaces with high exitance gradients intosubsurfaces with sufficiently uniform exitance gradients, introducing potential discretization error into calculated values.Calculations performed by the Visual software assume that all reflected flux is reflected in a perfectly diffuse (Lambertian) and spectrally uniform manner across the spectral range being analyzed. If actual reflectance characteristics differ from these assumptions, observed luminous and/or radiant power quantities may differ from predicted quantities.As a result of the computational limitations and simplifying modeling assumptions described above, and/or variations in actual product performance from testedproduct samples, the accuracy of calculated output values identifying expected radiometric quantities and any resulting derived radiation dose calculations may be adversely affected.In addition, the accuracy of the application design may be adversely affected if information about the physical space provided to Acuity Brands Lighting isincomplete, inaccurate, outdated or not in the required format (including but not limited to floor plans, space layout, reflected ceiling plans, physical structures,electrical design or specifications), if incorrect assumptions are made because of such deficiencies in the information provided, or if typical assumptions made about the depicted physical space are not appropriate for the space. Furthermore, actual field performance may differ from performance calculated using laboratory measurements as the result of miscalculations related to deficiencies in the information provided about the physical space, degradation factors in the end- userenvironment (including, but not limited to, voltage variation and dirt accumulation), or other possible variations in field conditions. Finally, lamp lumen depreciationand/or depreciation in lamp radiant intensity may result in performance over time that differs from performance calculated using a new lamp. Light loss factors mayhave been used in the application design to estimate such depreciation, but flaws in these estimates may also result in performance over time that differs fromcalculated performance.It is the obligation of the end-user to consult with appropriately qualified Professional Engineer(s) to determine whether this application design meets the applicablerequirements for performance, code compliance, safety, suitability and effectiveness for use in a particular application. In no event will Acuity Brands Lighting be responsible for any loss resulting from any use of this application design.

0.1 0.10.10.10.10.10.1

0.10.10.10.30.40.20.10.10.10.10.10.10.1 0.10.10.20.20.60.90.70.40.20.10.10.10.20.20.30.30.1

0.10.20.40.50.91.61.41.00.60.30.10.10.10.10.20.30.50.60.50.2 0.20.31.12.01.51.10.60.20.10.10.10.10.20.51.00.20.1

0.10.30.90.40.10.1 0.10.40.91.40.70.30.1

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1.51.82.12.11.81.51.41.31.31.31.51.72.12.52.5 1.92.63.23.22.52.01.81.51.51.61.92.33.03.53.1

3.03.93.93.02.21.71.41.31.62.02.63.53.6 1.11.61.61.10.60.40.40.50.91.41.71.4

1.32.6 1.63.12.11.40.80.40.20.20.6

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3.9 XX @ 25'XX @ 25'
XX @ 25'
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Plan View
Scale - 1" = 20ft

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3.9 South East View
Note1 All lighting for this project is inconformance with IBMC chapter19.56 lighting regulations.

Attachment 3

Conceptual
Y. Zhang
L0.1
Project No.

Sheet Number:
21-40
Submittals:

DATE NAME
Drawn By:# DATE NAME
Landscape Plan
© 2018 Kiesel Landscape Architecture Inc: The design ideasand plans represented by these documents are the propertyof Kiesel Design. Use or copy is permitted by contract only.The use or revisions of these ideas or plans is prohibitedwithout the written permission of Kiesel Design.

Type: CUP Submittal
Title:Initial Setup Date:November 22, 2021
K I E S E L •D E S I G NKiesel LandscapeArchitecture Inc.422 E Main StreetVentura, CA 93001(p) [email protected]# 5206 Raising CanesImperial BeachRC#886900 Palm AveImperial Beach, CA 91932

12.31.22 12.13.2103.01.2207.11.22
Entitlement SubmittalEntitlement ResubmittalEntitlement Resubmittal #
07/2022

07.11.22 Existing NotesAB
(E) utility risers and vault(E) palm
Proposed Notes123456789
(P) order board per Architect(P) pre order board per Architect(P) patio furniture per Architect(P) headache bar per Architect(P) long term bike storage per Architect(P) overhead structure per Architect(P) perimeter wall and pillars per Architect(P) light post per Electrical (TYP)(P) mortared in gravel 15 15
15 15 15 15 15
15 15 15 15
15 15
O
O
O
O
O
O
O
O
O
O

O O O O O O O O O O O O
15 1515
15 15
15 15
15 15
15 15 15 15 15 15 15 15 15 15
O O

O O O O O O O O O
O
O
O
O
O
O
O
O
O
O
O
OO
O
O
O
O
O
O
O
O
15 15 15 15 15 15 15
O O
C
A
B
A
C
A
C
B
A
B A
B
PQS0655

IMPERIAL BEACH, CA

PROTOTYPE D/T-WALKUP-HV
1,918 GROSS S.F.

CLEAR
SPACE
DRIVE

THRU THRU

DRIVE NO PARKING
NO

PARKING
CLEA
N AIR/

VANPOOL/EV
CLEA
N AIR/

VANPOOL/EV

CLEAN AIR/

VANPOOL/EV MOBILE

CURBSIDE
PICKU
P
MOBILE

CURBSIDE
PI
CKU
P
MOBILE

CURBSIDE
PICKU
P

DO NOT E
NTE
R
STOP
STOP

PALM AVE
9TH STREET

UNNAMED ALLEY

ONE STORY

BLOCK BUILDING
O
O
O
O
B
O
O
O
O
O
O
O
O
O
O
O
O
O
B
A
O
O
O
O

O O O O O
5 5
15 C
A
O
ILDI
O O O
OO
U
N
N
A
C
Scale: 3/32" = 1'-0" 1
9 2
2 3
4 A
0 4 8 12 16 FT
B
B
B
B
B
5 B
B B B
B
3 6
6 7
8 1
PL
PL
PL
PL
All existing plant material to remain and beprotected unless otherwise noted. (E) palm
Existing Tree Protection& Removal Notes
IRRIGATION NOTES:

Landscape Plan are in compliance with the State Model Efficiency Landscape Ordinance (MWELO). 100% of plant material aredrought tolerant and low water use per WUCOLS.1. The design of the irrigation system shall conform to the hydrozones of the landscape design plan.2. In all planting areas, low volume water irrigation (subsurface drip) will be provided to maximize water infiltration into the roots.3. A dedicated water meter shall be provided for common landscape area.4. A weather base "smart controller" shall be utilized. Controller shall be programmed to water in early morning or night.5. A rain sensor shall be installed at each controller.6. Water use calculation shall certify conformance with the current requirements.7. Trees are to be irrigated by bubbler.

Plant List Mature Size
Symbols Botanical Name Common Name Size Qty Height Width WUCOLS TreesAcacia podalyriifolia (multi) Pearl Acacia 24" Box 3 12 - 20 ft 15 - 20 ft LowArbutus x 'Marina' (Standard) Marina Strawberry Tree 36" Box 1 15 - 35 ft 20 - 35 ft LowBrahea armata Mexican Blue Palm 36" box 3 25 - 40 ft 6 - 8 ft LowCercis occidentalis (Standard) Western Redbud 24" Box 2 15 - 20 ft 15 - 20 ft LowRhus lancea African Sumac 36" Box 4 20-30 ft > 35 ft Low Shrubs
Lantana x 'New Gold' New Gold Lantana 5 gal 10 12 - 15 in 18 - 24 in LowMahonia 'Golden Abundance' Hybrid Oregon Grape 15 gal 13 5 ft 6 ft LowOlea europaea Little Olive 15 gal 56 6 - 8 ft 4 - 5 ft LowRhaphiolepis umbellata 'Minor' Dwarf Yedda Hawthorn 15 gal 39 3 - 5 ft. 3 - 4 ft. Low Perennials
Dianella 'Clarity Blue' Clarity Blue Flax Lily 5 gal 55 12 - 30 in 12 - 24 in Low Succulents
Aeonium 'Blackbeard' Blackbeard Aeonium 5 gal 5 3 - 4 ft. 1 - 2 ft. LowAgave villimoriana 'Stained Glass' Stained Glass Octopus Agave 15 gal 4 4'-5' 4'-5' LowAloe 'Blue Elf' Aloe 'Blue Elf' 5 gal 10 15 - 18 in 2 ft LowAloe striata Coral Aloe 5 gal 54 2 - 3 ft. 1 - 2 ft. LowEuphorbia ammak African candelabra 15 gal 1 20 ft 1 - 3 ft LowEuphorbia rigida 'Silver Spurge' Silver Spurge 5 gal 13 1 - 2 ft. 2 - 3 ft. LowHesperaloe parviflora Red Yucca 5 gal 31 3 - 4 ft 4 - 5 ft LowKalanchoe luciae Paddle Plant 5 gal 33 1 - 2 ft 24 - 36 in LowSenecio ficoides 'Mount Everest' Skyscraper Senecio 5 gal 28 3 - 4 ft 1 - 2 ft LowSenecio serpens Blue Chalksticks 5 gal 24 <= 12 in 12 - 24 in Low Total 389
15 O
Materials LegendMaterial Size
1"-4" DIA
1,379 SF855 SF
*Integral Colored Concrete Supplier: Direct Colors https://www.directcolors.com/*Crushed Stone Supplier: SiteOne Landscape Supply (562)315-3139 Copper Canyon Crushed Stone(mortared in)
40" - 50" DIA
4 (QTY)
'Apache Gold' Boulders
"B""C"
A "A"
B
C
28" - 32" DIA32" - 40" DIA
4 (QTY)5 (QTY)
Material Area
49 SF
Direct Colors® Smockstack 102 - 5lb integral colored concreteW/ 3/8" sawcut joints.Finish: TOPCAST ® #05Natural colored concrete W/ 3/8" sawcut joints.Finish: TOPCAST ® #05 TOTAL LANDSCAPE AREA: 4,154 SF (15.6%)
SITE AREA: 26,588 SFPROJECT TYPE: CommericialWATER SUPPLY: Potable Copper Canyon Crushed Stone 3/4" DIA 4,153 SF
Attachment 4

Site Materials
Y. Zhang
L0.2
Project No.

Sheet Number:
21-40
Submittals:

DATE NAME
Drawn By:# DATE NAME
Board
© 2018 Kiesel Landscape Architecture Inc: The design ideas and plans represented by these documents are the property of Kiesel Design. Use or copy is permitted by contract only. The use or revisions of these ideas or plans is prohibited without the written permission of Kiesel Design.

Type: CUP Submittal
Title:Initial Setup Date:November 22, 2021
K I E S E L • D E S I G NKiesel LandscapeArchitecture Inc.422 E Main StreetVentura, CA 93001(p) [email protected]# 5206 Raising CanesImperial BeachRC#886900 Palm Ave Imperial Beach, CA 91932

12.31.22 12.13.2103.01.2207.11.22
Entitlement SubmittalEntitlement ResubmittalEntitlement Resubmittal #
07/2022

07.11.22 Rhaphiolepis umbellata 'Minor'Patio Screen ShrubSucculentsAgave vilmoriniana 'Stained Glass' Aloe striata Hesperaloe parviflora Senecio Serpens Kalanchoe luciaeShade TreesArbutus 'Marina' Rhus lancea Accent TreesCercis occidentalis
PerennialsDianella 'Clarity Blue'
ShrubsLantana 'New Gold' Mahonia 'Golden Abundance'
MaterialsApache Sunset Boulders Copper Canyon Crushed Stone Natural colored concrete with 3/8" sawcut joint
1"-4" crushed gravel mortared in colored cement
Smockstack 102 integral colored concrete with 3/8" sawcut joint Drive Thru Screen Shrub Defensive Screen Shrub
Olea europea 'Little Ollie'
Brahea armata
Senecio 'Mount Everest'
Acasia podalyriifolia
Aloe 'Blue Elf' Euphorbia ammak
Aeonium 'Blackhead' Euphorbia rigida

EWF-6 EWF-4
EWS-2 EWF-6 EPF-1 EWF-5 EWF-2 EWF-4 EWF-1 EWF-6 EWF-4 EM-3 EM-3 EWF-4 EWF-6 EWF-5 EWF-1 EPF-1 EWF-4
EWF-4 EWF-1 EWS-2 EWF-2 EWF-6 EM-3
EM-3 EWF-4 EWF-1 EWF-6 EWF-5 EWF-2 EWF-6 EWF-4
MP-1
MP-1
MP-1
EPF-3EPF-4
EPF-2
EPF-3
EPF-4
EPF-2
EPF-3EPF-4
EPF-2
EPF-3EPF-4
EPF-2
EPF-3
EPF-4
EPF-2
Attachment 5

R1 Page 198 of 574
R2 Page 199 of 574
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May 31, 2022
Revised July 11, 2022
Mr. Brandon Layman
Property Development Manager
Raising Canes’ Restaurants, LLC
6800 Bishop Road
Plano, TX 75024
SUBJECT: TRANSPORTATION DEMAND MANAGEMENT PLAN FOR RAISING CANE’S RESTAURANT AT THE NORTHEAST CORNER OF 9TH STREET & PALM

AVENUE, IN THE CITY OF IMPERIAL BEACH, CALIFORNIA
Dear Mr. Layman:

Transmitted herein is a Transportation Demand Management (TDM) Plan for the proposed Raising Cane’s Restaurant (refer to as “the restaurant” hereinafter), a high turnover, restaurant with outdoor patio seating with drive through service, at the northeast corner of the intersection of 9
th Street and Palm Avenue, in the City of Imperial
Beach, California. This TDM Plan was prepared by Kimley-Horn and Associates, Orange, California, and developed in conjunction with a Local Transportation Analysis for the Raising Cane’s (report dated July 2022). The report was commissioned by Raising Cane’s Restaurants, LLC and prepared by Kimley-Horn and Associates.

Description of Proposed Raising Cane’s Restaurant
The proposed Raising Cane’s in Imperial Beach will be developed at the existing Union Bank location. The existing building and site parking lot will be demolished and reconfigured as part of this project. Figure 1 illustrates the location of the proposed Raising Cane’s.

The proposed restaurant will provide customer ordering via walk-up and an outdoor patio area for seating. There is no interior customer seating area aside from access to customer restrooms. The building is 1,918 square feet of interior space, and has an additional 722 square feet of covered outdoor patio area. The restaurant will seat a total of up to 48 outdoor seating. The restaurant will serve breakfast, lunch, and dinner, and the proposed hours of operation are 9:00 A.M. to 03:30 A.M. Monday to Sunday. The average number of employees per shift is estimated to be 10, although more employees could be brought on to handle special events or peak hours of business.

Description of Property
The 0.61-acre property will contain one 1,918 square feet proposed building with 16 parking spaces, including 2 handicapped parking spaces. All parking spaces on site will Attachment 6

2 | P a g e
be designated for exclusive use by Raising Cane’s. The property is accessed regionally via 9
th Street and Palm Avenue. Commercial development surrounds the site.

TDM Site Development Standards
The purpose and intent of the City of Imperial Beach Transportation Demand Management comes from the City of Imperial Beach General Plan/Local Coastal Program Land Use Plan Policies Section 3.5.11 which require employers to provide incentives for their employees including providing public transit passes or subsidies, rideshare/ride hailing subsidies, implementation of ridesharing programs, preferred parking for carpool/vanpool, and on-site shower facilities. The ‘Innovative Technologies and Strategies’ section of the City of Imperial Beach General Plan/Local Coastal Program Land Use Plan states the implementation of programs and strategies that manage and reduce traffic congestion by encouraging the use of transportation alternatives. It is recommended in Policies Section 3.1.23 to collaborate with SANDAG and pursue local measures to encourage application of TDM strategies to reduce vehicle miles travelled, parking demand and greenhouse gas emissions, while increasing active transportation.

The provisions set forth in the Land Use Plan regarding the TDM apply to commercial and mixed-use districts.

Parking for Carpool Vehicles
The property contains 16 on-site parking spaces for customers and employees.

Carpooling, while encouraged, cannot be mandated or enforced, and would prove impractical to achieve with any degree of success. Thus designating “Carpool Only” parking spaces would prove ineffective and negatively impact the availability of parking for customers and employees.

However as required by 2019 CALGreen Chapter 5 Nonresidential Mandatory Measures – Section 5.106.5.3 “In new projects or additions or alterations that add 10 or more vehicular parking space, provide designated parking for any combination of low-emitting, fuel-efficient, carpool/vanpool vehicles.” Per the City’s municipal code, Raising Cane’s is required to provide 21 parking stalls. As a result, Raising Cane’s is required to provide 3 designated “Clean air / Vanpool / EV” stalls per 2019 CALGreen Table 5.106.5.2.

A traffic study was conducted which includes a parking analysis for the property because proposed conditions show less than 21 parking stalls. The traffic study can be found in Appendix B.

Although the designation of stalls for “Carpool Only” use would prove ineffective and negatively impact the availability of parking for customers and employees, the combined designation will encourage the use of carpool without negatively impact the availability of parking for customers and employees. The location of the proposed designated stalls is included in Figure 2.

3 | P a g e
Shower and Locker Facilities
Since the property is a food service establishment, it is not recommended that shower and locker facilities be required. Providing these amenities is not feasible for businesses with limited space and limited resources, and could cause health and safety issues for restaurants, such as the Raising Cane’s.

Bicycle Parking
The property generates bicycle traffic, buffered bike lanes are provided on Palm Avenue in the immediate vicinity of the project site. Per the Palm Avenue Master Plan, bike lanes are shown to be proposed within the intersection of Palm Ave and SR-75.

On-site, permanent anchored bicycle racks within 200 feet of visitor’s entrances, readily available to passers-by, for 5 percent of new visitors motorized vehicle parking spaces being added; 3 new bicycle racks with two (2) bike capacity each will be installed on Raising Cane’s development as noted in Figure 2.

Additionally, one (1) long term covered, lockable enclosure with permanently anchored racks for one (1) bicycle will be installed on the Raising Cane’s development as noted in Figure 2. The intent of this is to propose the use of bicycles for employees as an alternative means of transportation.

Commuter Information Areas
The use of alternative modes of transportation can be encouraged by providing information and incentives. However, offering incentives to employees to use alternative modes of transportation cannot be imposed on these businesses without potential cost and liability implications.

Per SANDAG, an iCommute employer service program has been implemented to provide free assistance to local businesses, helping them develop and implement customized employee commuter benefit programs that lower costs, increase productivity, and help the environment. Raising Cane’s can contact iCommute for a 30 min needs assessment where one will be guided through the stages of participation.

A Guaranteed Ride Home (GRH) program is also provided as a safety net for commuters who carpool, vanpool, take transit, walk or bike to work. GRH provides a free ride home up to three times per year in the event of a personal or family emergency, unexpected overtime, carpool or vanpool ride being unavailable, vehicle breakdown or being stranded at work due to a bike problem. The employee must be pre-enrolled in the program.

It should be noted that an abundance of information on transit use, bikeways, etc., is readily available from public sources such as the San Diego Metropolitan Transit System (SDMTS) and the City of Imperial Beach. SDMTS's route schedules and online public transit trip planners are available at www.sdmts.com. Other sources of information on

4 | P a g e
regional transit include Amtrak at www.amtrak.com, and the Administrative Services Department of the City of Imperial Beach at www.imperialbeachca.gov. This information could be placed on bulletin boards that may be available in some establishments like the proposed Raising Cane’s.

Passenger Loading Areas
Providing designated passenger loading areas within the property is impractical due to constraints within the lot and parking requirements and could lead to internal circulation and parking problems by creating potential congestion points, and customer abuse.

Raising Cane’s customers who elect to use the restaurant’s walk-in service instead of the drive-through generally do not order food for take-out and will eat at the restaurant’s outdoor patio seating. Thus, a dedicated loading passenger loading area for the Raising Cane’s would be ill advised as it would reduce the parking area available for customer / employee parking and see seldom use.

Parking for Vanpool Vehicles
For the same reason that designated carpool parking is not recommended, designated parking for vanpool vehicles should not be implemented in the property. The employee population with identical work hours required for effective vanpooling is extremely limited.

Restaurants in particular operate in staggered shifts that are not conducive to employee carpooling or vanpooling. As noted in the “Parking for Carpool Vehicles” section above 3 “EV / Vanpool / Clean Air” stalls are provided in accordance to 2019 CALGreen Chapter

5. SANDAG has a Vanpool Program which provides commuter groups of five or more with a cost-effective alternative to driving alone. SANDAG contracts with three vanpool vendors that provide vehicles, maintenance and insurance and also provides up to a $400 monthly subsidy to qualified vanpools, reducing the lease cost. SANDAG information and details should be provided to the employees upon initiation of employment.

The designation of stalls for “Vanpool Only” use would prove ineffective and negatively impact the availability of parking for customers and employees. The combined designation will encourage the use of carpool without negatively impacting the availability of parking for customers and employees. The location of the proposed designated stalls is included in Figure 2.

Bus Stops
Two (2) existing Bus Routes operate within walking distance of the site. SDMTS Bus Route 933/934 (Iris Ave TC – Imperial Beach) operates on Palm Avenue and stops across the street from the proposed Raising Cane’s in the eastbound direction on the northern side of the 76 gas station and on the opposite side heading in the westbound direction, the Bus Stop is located in front of the Jack in the Box along Palm Avenue. SDMTS Bus Route 901 (Iris Ave TC – Coronado – Downtown) operates on 9 th Street and continues
north on Silver Strand Blvd in the northbound direction with a Bus Stop in front of Jack in

5 | P a g e
the Box, the same one mentioned prior. Appendix A contains the bus schedules for these two SDMTS routes. Public transportation information and details should be provided to the employees upon initiation of employment. The location of the existing bus stops on Palm Avenue is included in Figure 2.

Promoting Alternative Transportation
A key to promoting employee and patron use of alternative transportation is informing and educating prospective users of the availability and benefits of alternative transportation, and by providing functional improvements that benefit users directly. The educational and promotional function is the responsibility of the tenants, who should provide information to employees and customers.

Public Transit Use
Transit currently services the site in the form of SDMTS Bus service, so public transit is a viable commute option for employees. SDMTS Bus Route (Iris Ave TC – Imperial Beach) operates on Palm Avenue and Bus Route (Iris Ave TC – Coronado – Downtown) on 9
th Street and Silver Strand Blvd near to the subject site. A brief description of both bus routes are as follows:
▪ Route 933/934 – The service frequency on this route, which is designated as the Imperial Beach route, is generally every 30 mins – 1 hr in the eastbound and westbound direction. This route runs primarily along Palm Avenue, but also services Imperial Beach Pier, Kaiser Permanente, Mar Vista High School, Montgomery High School, Naval Auxiliary Landing Field, Palm Promenade and Southwest High School. The route runs Monday – Sunday.
▪ Route 901 – The service frequency on this route, which is designated as the Imperial Beach to San Diego Downtown route is generally every 15 – 30 minutes in the southbound and northbound direction. The route runs from Coronado Avenue and north up Silver Strand Blvd past the San Diego Bay which then passes the Coronado Bay Bridge to Downtown. The route services Coronado Cays, Coronado City Hall, Hotel del Coronado, NAS North Island, Naval Base Coronado, and PETCO Park. The route runs Monday – Sunday.

Current SDMTS bus and trolley schedules and maps can be obtained online at www.sdmts.com or by dialing 619-233-3004. Increasing the use of public transit is the most practical of the TDM strategies as it represents a total removal of passenger vehicle trips from the streets and highways system, and the elimination of the use of parking spaces at the destination point. However, increasing transit ridership is mainly an economic decision for most and a matter of convenience to others. While there are no fixed-rail transit systems in operation in the vicinity of the property, dissemination of information regarding bus routes and schedules may encourage some people to use public transit.

Another key to promoting employee use of alternative transportation is to provide

6 | P a g e
incentives to help them obtain transit passes. Raising Cane’s will offer Commuter Benefits which will allow crew members to defer pre-tax funds towards their purchasing of transit cards.

Bicycle Use
Bicycles are alternative modes of transportation to the use of passenger vehicles and have the opportunity to be highly utilized. Palm Avenue has buffered bicycle lanes and bicycle racks will be provided on-site to encourage the use of bicycles as a mode of transportation. Inclement weather is rare in the south bay area of San Diego therefore it should not be a factor to decrease bicycle usage.

SANDAG has a Bike Encouragement Program which supports the regional bike network and facilitates bike commuting by hosting Bike to Work Day events, funding mini-grants in support of Bike Month events, offering complimentary employer bike services and producing the San Diego Regional Bike Map. Further information will be provided to the employer regarding the program.

TDM Plan Summary
TDM strategies can be used to reduce passenger vehicle trips and parking demand. After consideration of the various TDM strategies available to affect such reductions, the following components have been deemed most appropriate for the property, and should be incorporated into the overall TDM Plan:
➢ Secure bicycle storage racks should be provided for at least (2) bicycles. A longterm bicycle parking rack should also be provided for (1) bicycle. These storage racks should be provided at the Raising Cane’s.
➢ Clean air / Vanpool / EV parking spaces to be provided per the 2019 CALGreen standards but also to encourage carpooling for employees. ➢ Disseminate information on the two SDMTS bus routes within a short walking distance of the Raising Cane’s. Bus Routes 933/934 and 901 provide convenient access to the property along 9th Street and Palm Avenue.

7 | P a g e
In Closing
In closing, this TDM Plan, if implemented, will provide incentives, such as free or subsidized transit passes, and information to employees and patrons of the property to consider and use alternative modes of transportation.

Sincerely yours,
Kimley-Horn and Associates
Amelia Beltran, P.E.

Registered Civil Engineer No. C87468

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APPENDIX A
SDMTS Bus Routes
• 933/934
• 901

Otay Mesa ➡ Palm City ➡ Imperial Beach ➡ Nestor ➡ Otay Mesa A
Iris Ave.

Transit Center
DEPART
B
Dennery
Rd. @
Walmart
C
Palm Av.
&
Beyer Way
D
Palm Av.

Trolley
Station
E
Palm Av.
&
9th St.

F
Imperial
Beach Bl.
& 4th St.

G
13th St.
&
Iris Av.

H
Coronado
Av. &
Hollister St.

A
Iris Ave.

Transit Center
ARRIVE
5:14a 5:23a 5:30a 5:35a 5:42a 5:49a — 5:58a 6:08a
6:14 6:23 6:30 6:35 6:42 6:49 — 6:58 7:09
7:15 7:24 7:32 7:37 7:45 7:53 — 8:02 8:13
8:15 8:24 8:32 8:37 8:46 8:54 — 9:03 9:14
9:00 9:10 9:18 9:23 9:32 9:40 — 9:49 10:01
9:45 9:55 10:03 10:08 10:17 10:25 — 10:34 10:46
10:15 10:25 10:33 10:38 10:47 10:55 — 11:04 11:16
10:45 10:55 11:03 11:08 11:17 11:25 — 11:34 11:46
11:14 11:24 11:32 11:37 11:46 11:54 — 12:04p 12:16p
11:43 11:53 12:01p 12:06p 12:15p 12:24p — 12:34 12:46
12:13p 12:23p 12:31 12:36 12:45 12:54 — 1:04 1:16
12:43 12:53 1:01 1:06 1:15 1:24 — 1:34 1:46
1:13 1:23 1:31 1:36 1:45 1:54 — 2:04 2:16
1:45 1:56 2:04 2:09 2:19 2:28 — 2:38 2:50
2:14 2:25 2:34 2:39 2:49 2:58 — 3:08 3:21
2:44 2:55 3:04 3:09 3:19 3:28 — 3:38 3:51
3:14 3:25 3:34 3:39 3:49 3:58 — 4:08 4:21
3:44 3:55 4:04 4:09 4:19 4:28 — 4:37 4:50
4:14 4:25 4:34 4:39 4:49 4:58 — 5:07 5:20
5:15 5:26 5:35 5:40 5:50 5:59 — 6:08 6:20
6:29 6:39 6:47 6:52 7:02 7:10 — 7:19 7:30
7:31 7:41 7:48 7:53 8:01 8:09 — 8:18 8:28
8:28 8:38 8:45 8:50 8:57 9:05 — 9:14 9:24
Otay Mesa ➡ Nestor ➡ Imperial Beach ➡ Palm City ➡ Otay Mesa A
Iris Ave.

Transit Center
DEPART
H
Coronado
Av. &
Hollister St.

G
13th St.
&
Iris Av.

F
Imperial
Beach Bl.
& 4th St.

E
Palm Av.
&
9th St.

D
Palm Av.

Trolley
Station
C
Palm Av.
&
Beyer Way
B
Dennery
Rd. @
Walmart
A
Iris Ave.

Transit Center
ARRIVE
— — — — 6:57a 7:06a 7:11a 7:17a 7:29a
7:29a 7:38a — 7:47a 7:56 8:05 8:10 8:16 8:28
8:29 8:38 — 8:47 8:56 9:05 9:10 9:16 9:28
9:29 9:38 — 9:47 9:56 10:06 10:11 10:18 10:30
10:29 10:38 — 10:47 10:56 11:06 11:11 11:18 11:30
10:59 11:08 — 11:17 11:26 11:36 11:41 11:48 12:00p
11:29 11:38 — 11:47 11:57 12:08p 12:13p 12:20p 12:32
11:59 12:08p — 12:17p 12:27p 12:39 12:44 12:51 1:03
12:29 12:38 — 12:48 12:58 1:10 1:15 1:22 1:34
12:59 1:08 — 1:18 1:28 1:40 1:45 1:52 2:04
1:29 1:38 — 1:48 1:58 2:10 2:15 2:22 2:34
1:59 2:08 — 2:18 2:28 2:40 2:45 2:53 3:05
2:29 2:38 — 2:48 2:58 3:10 3:15 3:23 3:35
2:59 3:08 — 3:18 3:28 3:40 3:45 3:53 4:05
3:29 3:38 — 3:48 3:58 4:10 4:15 4:23 4:35
3:59 4:08 — 4:18 4:28 4:38 4:43 4:51 5:03
4:59 5:08 — 5:18 5:28 5:38 5:43 5:51 6:03
5:59 6:08 — 6:17 6:26 6:36 6:41 6:49 7:00
7:00 7:09 — 7:18 7:26 7:35 7:40 7:47 7:58
8:06 8:14 — 8:23 8:31 8:38 8:43 8:49 9:00
9:06 9:14 — 9:23 9:31 9:38 9:43 9:49 10:00
Route 933A – Sunday / domingo Route 934A – Sunday / domingo Imperial
Beach
Fishing
Pier
San Diego
Bay
Sports
Park
Mar Vista
H.S.

Southland
Plaza
South Bay
Community
Park
Montgomery
H.S.

Front
Gate
Southwest
H.S.

Palm
Promenade
(Walmart)
Kaiser
Park & Ride Permanente
Pacific Ocean
Otay River
Naval
Auxiliary
Landing Field
MontgomeryWaller Park
Imperial
Beach
Promenade
City Tijuana Hall
Estuary
Library
4th St 4th St
9th St
Saturn Bl Coronado Av
Satellite Bl
Del Sol Bl
Palm Av Palm Av
Tocayo Av Oro
Vista
Rd
Iris Av
Iris Av Iris Av
Imperial Beach Bl
Leon Av
Beyer Bl
Hollister St
9th St
7th St
13th St
Hollister St
Beyer Bl
Thermal Av
11th St
15th St
27th St
Piccard Av
Seacoast Dr
3rd St
Rainbow
Dr
934A
933A
Beyer Bl
Silver Strand
Bl
Oro Vista Rd
25th St
Beyer Way
Beyer Way
D
ennery
Rd
S
mythe
Av
Otay Mesa Rd
Picador Bl
View Hills
Ocean
Pkwy
30th St
UC San Diego Blue Line
5 5
805
805
905
75 IMPERIAL
BEACH
Palm
City
Nestor
Palm
City
Otay
Mesa
933
933
933
933
934
934
934
933
934
934
901
901 901 901
Iris Avenue Transit Center
UC San Diego Blue Line
901
929
905
932 950
906 907
Palm Avenue Trolley Station
932 , UC San Diego Blue Line
F H
G
A
B
E D C
933
934
Timepoint and/or transfer point
Transfer point
A
Weekdays and Saturday only
Sunday only
Thank you for riding MTS! ¡Gracias por viajar con MTS!
For more information on riding MTS services, pick up a Rider’s Guide on a bus or at the Transit Store, or visit sdmts.com.

Para obtener más información sobre el uso de los servicios de MTS, recoja un ‘Rider’s Guide’ en un autobús o en la Transit Store, o visita a sdmts.com.

DIRECTORY / Directorio
MTS Information & Trip Planning
MTS Información y planeo de viaje
511
or/ó
(619) 233-3004
TTY/TDD (teletype for hearing impaired)
Teletipo para sordos
(619) 234-5005
or/ó
(888) 722-4889
InfoExpress
(24-hour info via Touch-Tone phone)
Información las 24 horas (via teléfono de teclas)
(619) 685-4900
Customer Service / Suggestions
Servicio al cliente / Sugerencias (619) 557-4555
MTS Security
MTS Seguridad (619) 595-4960
Lost & Found
Objetos extraviados (619) 233-3004
Transit Store
(619) 234-1060
12th & Imperial Transit Center
M–F 8am–5pm
For MTS online trip planning
Planifi cación de viajes por Internet sdmts.com
Alternative formats available upon request. Please call: (619) 557-4555 / Formato alternativo disponible al preguntar. Favor de llamar: (619) 557-4555 The schedules and other information shown in this timetable are subject to change. MTS does not assume responsibility for errors in timetables nor for any inconvenience caused by delayed buses.

Los horarios e información que se indican en este itinerario están sujetos a cambios. MTS no asume responsabilidad por errores en los itinerarios, ni por ningún perjuicio que se origine por los autobuses demorados.

A Saturday or Sunday schedule will be operated on the following holidays and observed holidays Se operará con horario de sábado o domingo durante los siguientes días festivos y feriados observados New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving, Christmas >>>
*Proof of eligibility required. Senior Eligibility: Age 65+ or born on or before September 1, 1959. Youth Eligibility: Ages 6-18 *Se requiere verifi cación de elegibilidad. Elegibilidad para Personas Mayores: Edad 65+ o nacido en o antes del 1 de septiembre, 1959. Elegibilidad para Jóvenes: edades 6-18 Load money into your PRONTO account to earn Day Passes and Month Passes. Tap your PRONTO card ($2) or scan your PRONTO mobile app (free) to ride. Carga dinero a tu cuenta de PRONTO para ganar Pases del Día y Pases Mensuales. Toca tu tarjeta PRONTO ($2) o escanea tu aplicación móvil PRONTO (gratis) para viajar.
• One-ways with PRONTO receive free transfers for two hours.

No free transfers for cash. Los viajes de ida con PRONTO reciben transbordes gratuitos por dos horas. No se permiten transbordes gratuitos con pagos en efectivo.
• Day Passes not sold in advance. Earned with PRONTO. Los pases diarios no se venden por adelantado. Se obtienen con PRONTO. • A month pass can be purchased in advanced or earned with PRONTO. Good from fi rst day to last day of the month. El Pase Mensual se puede comprar por adelantado o se obtiene mientras viaja con PRONTO. Válido desde el primer día hasta el último día del mes.

For more information, visit: / Para más información, visite: sdmts.com/fares Exact fare, please Favor de pagar la cantidad exacta
Fares
Tarifas
Adult
Adulto
Senior/Disabled/
Medicare/Youth*
Personas Mayores/con
Discapacidades/Medicare/Jóvenes*

ONE-WAY FARES
Tarifas Sencillas $2.50 $1.25

EARNED DAY PASS
Pase del Día Ganado $6.00 $3.00

MONTH PASS
Pase mensual $72.00 $23.00
N
Effective JANUARY 30, 2022
01/22
Get the Card.

Descarga la tarjeta.

Get the app.

Descarga la aplicación.

RidePRONTO.com 619-595-5636
Always get
the best fare!
¡Obtén siempre la mejor tarifa!

Otay Mesa ➡ Palm City ➡ Imperial Beach ➡ Nestor ➡ Otay Mesa A
Iris Ave.

Transit Center
DEPART
B
Dennery
Rd. @
Walmart
C
Palm Av.
&
Beyer Way
D
Palm Av.

Trolley
Station
E
Palm Av.
&
9th St.

F
Imperial
Beach Bl.
& 4th St.

G
13th St.
&
Iris Av.

H
Coronado
Av. &
Hollister St.

A
Iris Ave.

Transit Center
ARRIVE
4:59a 5:08a 5:15a 5:20a 5:26a 5:32a 5:38a 5:44a 5:54a
5:59 6:08 6:15 6:20 6:27 6:34 6:40 6:47 6:58
6:29 6:38 6:45 6:50 6:57 7:04 7:10 7:17 7:28
6:59 7:08 7:16 7:21 7:29 7:37 7:43 7:50 8:01
7:29 7:38 7:46 7:51 7:59 8:07 8:13 8:20 8:31
7:52 8:01 8:09 8:14 8:22 8:30 8:36 8:43 8:54
8:16 8:25 8:33 8:38 8:47 8:55 9:01 9:08 9:19
8:38 8:47 8:55 9:00 9:09 9:17 9:23 9:30 9:41
8:58 9:07 9:15 9:20 9:29 9:37 9:43 9:50 10:01
9:18 9:28 9:36 9:41 9:50 9:58 10:04 10:11 10:23
9:38 9:48 9:56 10:01 10:10 10:18 10:24 10:31 10:43
9:58 10:08 10:16 10:21 10:30 10:38 10:44 10:51 11:03
10:18 10:28 10:36 10:41 10:50 10:58 11:04 11:11 11:23
10:38 10:48 10:56 11:01 11:10 11:18 11:24 11:31 11:43
10:58 11:08 11:16 11:21 11:30 11:38 11:44 11:51 12:03p
11:18 11:28 11:36 11:41 11:50 11:58 12:04p 12:11p 12:23 11:38 11:48 11:56 12:01p 12:10p 12:19p 12:25 12:32 12:44 11:58 12:08p 12:16p 12:21 12:30 12:39 12:45 12:52 1:04
12:18p 12:28 12:36 12:41 12:50 12:59 1:05 1:12 1:24
12:38 12:48 12:56 1:01 1:10 1:19 1:25 1:32 1:44
12:58 1:08 1:16 1:21 1:30 1:39 1:45 1:52 2:04
1:18 1:28 1:36 1:41 1:50 1:59 2:05 2:12 2:24
1:38 1:49 1:57 2:02 2:12 2:21 2:27 2:34 2:46
1:58 2:09 2:17 2:22 2:32 2:41 2:47 2:54 3:06
2:18 2:29 2:38 2:43 2:53 3:02 3:08 3:15 3:28
2:38 2:49 2:58 3:03 3:13 3:22 3:28 3:35 3:48
2:58 3:09 3:18 3:23 3:33 3:42 3:48 3:55 4:08
3:18 3:29 3:38 3:43 3:53 4:02 4:08 4:15 4:28
3:38 3:49 3:58 4:03 4:13 4:22 4:28 4:35 4:48
3:58 4:09 4:18 4:23 4:33 4:42 4:48 4:55 5:08
4:18 4:29 4:38 4:43 4:53 5:02 5:08 5:15 5:28
4:38 4:49 4:58 5:03 5:13 5:22 5:28 5:35 5:47
4:58 5:09 5:18 5:23 5:33 5:42 5:48 5:55 6:07
5:18 5:29 5:38 5:43 5:53 6:02 6:08 6:15 6:27
5:38 5:48 5:56 6:01 6:11 6:19 6:25 6:32 6:43
5:58 6:08 6:16 6:21 6:31 6:39 6:45 6:52 7:03
6:20 6:30 6:38 6:43 6:53 7:01 7:07 7:14 7:25
6:44 6:54 7:02 7:07 7:16 7:24 7:30 7:36 7:46
7:13 7:23 7:30 7:35 7:43 7:51 7:57 8:03 8:13
7:43 7:53 8:00 8:05 8:13 8:21 8:27 8:33 8:43
8:14 8:24 8:31 8:36 8:43 8:51 8:57 9:03 9:13
8:44 8:54 9:01 9:06 9:13 9:21 9:27 9:33 9:43
9:44 9:54 10:01 10:00 10:06 10:13 10:21 10:27 10:37
10:43 10:52 10:58 11:03 11:10 11:17 11:23 11:29 11:39
11:35 11:44 11:50 11:55 12:01a 12:08a 12:14a 12:20a 12:30a Otay Mesa ➡ Nestor ➡ Imperial Beach ➡ Palm City ➡ Otay Mesa A
Iris Ave.

Transit Center
DEPART
H
Coronado
Av. &
Hollister St.

G
13th St.
&
Iris Av.

F
Imperial
Beach Bl.
& 4th St.

E
Palm Av.
&
9th St.

D
Palm Av.

Trolley
Station
C
Palm Av.
&
Beyer Way
B
Dennery
Rd. @
Walmart
A
Iris Ave.

Transit Center
ARRIVE
4:40a 4:47a 4:53a 4:59a 5:07a 5:14a 5:19a 5:25a 5:36a
4:55 5:02 5:08 5:14 5:22 5:29 5:34 5:40 5:51
5:09 5:16 5:22 5:28 5:36 5:43 5:48 5:54 6:05
5:23 5:30 5:36 5:42 5:50 5:57 6:02 6:08 6:19
5:38 5:46 5:52 5:58 6:06 6:14 6:19 6:25 6:36
5:53 6:01 6:07 6:13 6:21 6:30 6:35 6:41 6:52
6:08 6:16 6:23 6:30 6:38 6:47 6:53 6:59 7:11
6:23 6:32 6:39 6:47 6:55 7:05 7:11 7:17 7:29
6:38 6:48 6:55 7:03 7:11 7:21 7:27 7:34 7:46
6:53 7:03 7:10 7:18 7:26 7:36 7:42 7:49 8:01
7:08 7:18 7:25 7:33 7:41 7:51 7:57 8:04 8:16
7:23 7:33 7:40 7:48 7:56 8:06 8:12 8:19 8:31
7:38 7:48 7:55 8:03 8:11 8:21 8:26 8:33 8:45
7:53 8:03 8:10 8:18 8:26 8:36 8:41 8:48 9:00
8:08 8:17 8:24 8:31 8:39 8:49 8:54 9:01 9:13
8:23 8:32 8:39 8:46 8:54 9:04 9:09 9:16 9:28
8:38 8:47 8:54 9:01 9:09 9:19 9:24 9:31 9:43
8:53 9:02 9:09 9:16 9:24 9:34 9:39 9:46 9:58
9:08 9:17 9:24 9:31 9:39 9:49 9:54 10:01 10:13
9:23 9:32 9:39 9:46 9:54 10:04 10:09 10:16 10:28
9:38 9:47 9:54 10:01 10:09 10:19 10:24 10:31 10:43
9:53 10:02 10:09 10:16 10:24 10:34 10:39 10:46 10:58
10:08 10:17 10:24 10:31 10:39 10:49 10:54 11:01 11:13
10:23 10:32 10:39 10:46 10:54 11:04 11:09 11:16 11:28
10:38 10:47 10:54 11:01 11:09 11:19 11:24 11:31 11:43
10:53 11:02 11:09 11:16 11:24 11:34 11:39 11:46 11:58
11:08 11:17 11:24 11:31 11:39 11:49 11:54 12:01p 12:13p 11:23 11:32 11:39 11:46 11:54 12:04p 12:09p 12:16 12:28 11:38 11:47 11:54 12:01p 12:09p 12:20 12:26 12:33 12:45 11:53 12:02p 12:09p 12:16 12:24 12:35 12:41 12:48 1:00
12:08p 12:17 12:24 12:31 12:39 12:50 12:56 1:03 1:15
12:23 12:32 12:39 12:46 12:54 1:05 1:11 1:18 1:30
12:38 12:47 12:54 1:01 1:09 1:20 1:26 1:33 1:45
12:53 1:02 1:09 1:16 1:24 1:35 1:41 1:48 2:00
1:08 1:17 1:24 1:31 1:39 1:50 1:56 2:03 2:15
1:23 1:32 1:39 1:46 1:54 2:05 2:11 2:18 2:30
1:38 1:47 1:56 2:03 2:11 2:24 2:30 2:38 2:50
1:53 2:02 2:11 2:18 2:27 2:41 2:47 2:55 3:07
2:08 2:17 2:26 2:33 2:42 2:56 3:02 3:10 3:22
2:23 2:32 2:41 2:49 2:58 3:13 3:19 3:27 3:40
2:38 2:47 2:56 3:04 3:13 3:28 3:34 3:42 3:55
2:53 3:02 3:11 3:18 3:27 3:42 3:48 3:56 4:09
3:08 3:17 3:26 3:33 3:42 3:57 4:03 4:11 4:24
3:23 3:32 3:41 3:48 3:57 4:12 4:18 4:26 4:39
3:38 3:47 3:56 4:03 4:12 4:27 4:33 4:41 4:54
3:53 4:02 4:11 4:18 4:27 4:40 4:46 4:54 5:07
4:08 4:17 4:26 4:33 4:42 4:55 5:01 5:09 5:22
4:23 4:32 4:41 4:48 4:57 5:10 5:16 5:24 5:37
4:38 4:47 4:56 5:03 5:12 5:25 5:31 5:39 5:52
4:53 5:02 5:11 5:18 5:27 5:39 5:45 5:53 6:06
5:08 5:17 5:26 5:33 5:42 5:54 6:00 6:08 6:21
5:23 5:32 5:40 5:46 5:55 6:07 6:13 6:21 6:34
5:38 5:47 5:55 6:01 6:10 6:21 6:27 6:35 6:47
5:53 6:02 6:10 6:16 6:24 6:35 6:40 6:48 7:00
6:08 6:17 6:24 6:30 6:38 6:48 6:53 7:01 7:12
6:23 6:32 6:39 6:45 6:53 7:03 7:08 7:16 7:27
6:38 6:47 6:54 7:00 7:08 7:18 7:23 7:31 7:42
6:53 7:02 7:09 7:15 7:23 7:31 7:36 7:43 7:54
7:09 7:18 7:25 7:31 7:39 7:47 7:52 7:59 8:10
7:44 7:53 8:00 8:06 8:14 8:21 8:26 8:33 8:44
8:14 8:23 8:30 8:36 8:44 8:51 — — —
8:45 8:53 9:00 9:06 9:14 9:21 9:26 9:32 9:43
9:46 9:54 10:01 10:07 10:15 10:22 10:27 10:33 10:44
10:46 10:54 11:01 11:07 11:15 11:22 11:27 11:33 11:44
12:05a 12:12a 12:19a 12:24a 12:32a 12:39a 12:44a 12:50a 1:01a Otay Mesa ➡ Nestor ➡ Imperial Beach ➡ Palm City ➡ Otay Mesa A
Iris Ave.

Transit Center
DEPART
H
Coronado
Av. &
Hollister St.

G
13th St.
&
Iris Av.

F
Imperial
Beach Bl.
& 4th St.

E
Palm Av.
&
9th St.

D
Palm Av.

Trolley
Station
C
Palm Av.
&
Beyer Way
B
Dennery
Rd. @
Walmart
A
Iris Ave.

Transit Center
ARRIVE
5:29a 5:36a 5:42a 5:48a 5:55a 6:02a 6:06a 6:12a 6:22a
6:00 6:07 6:13 6:19 6:27 6:35 6:40 6:46 6:57
6:30 6:38 6:44 6:51 6:59 7:08 7:13 7:19 7:31
7:00 7:09 7:15 7:22 7:31 7:40 7:45 7:51 8:03
7:20 7:29 7:35 7:42 7:51 8:00 8:05 8:11 8:23
7:38 7:47 7:53 8:00 8:09 8:18 8:23 8:29 8:41
7:58 8:07 8:13 8:20 8:29 8:38 8:43 8:49 9:01
8:18 8:27 8:33 8:40 8:49 8:58 9:03 9:09 9:21
8:38 8:47 8:53 9:00 9:09 9:18 9:23 9:29 9:41
8:58 9:07 9:13 9:20 9:29 9:38 9:43 9:49 10:01
9:18 9:27 9:34 9:41 9:50 10:00 10:05 10:12 10:24
9:38 9:47 9:54 10:01 10:10 10:20 10:25 10:32 10:44
9:58 10:07 10:14 10:21 10:30 10:40 10:45 10:52 11:04
10:18 10:27 10:34 10:41 10:50 11:00 11:05 11:12 11:24
10:38 10:47 10:54 11:01 11:10 11:20 11:25 11:32 11:44
10:58 11:07 11:14 11:21 11:30 11:40 11:45 11:52 12:04p
11:18 11:27 11:34 11:41 11:51 12:02p 12:07p 12:14p 12:26 11:38 11:47 11:54 12:01p 12:11p 12:23 12:28 12:35 12:47 11:58 12:07p 12:14p 12:21 12:31 12:43 12:48 12:55 1:07
12:18p 12:27 12:34 12:41 12:51 1:03 1:08 1:15 1:27
12:38 12:47 12:54 1:01 1:11 1:23 1:28 1:35 1:47
12:58 1:07 1:14 1:21 1:31 1:43 1:48 1:55 2:07
1:18 1:27 1:34 1:41 1:51 2:03 2:08 2:15 2:27
1:38 1:47 1:54 2:01 2:11 2:23 2:28 2:36 2:48
1:58 2:07 2:14 2:21 2:31 2:43 2:48 2:56 3:08
2:18 2:27 2:34 2:41 2:51 3:03 3:08 3:16 3:28
2:38 2:47 2:54 3:01 3:11 3:23 3:28 3:36 3:48
2:58 3:07 3:14 3:21 3:31 3:43 3:48 3:56 4:08
3:18 3:27 3:34 3:41 3:51 4:03 4:08 4:16 4:28
3:38 3:47 3:54 4:01 4:11 4:23 4:28 4:36 4:48
3:58 4:07 4:14 4:21 4:31 4:41 4:46 4:54 5:06
4:18 4:27 4:34 4:41 4:51 5:01 5:06 5:14 5:26
4:38 4:47 4:54 5:01 5:11 5:21 5:26 5:34 5:46
4:58 5:07 5:14 5:21 5:31 5:41 5:46 5:54 6:06
5:18 5:27 5:34 5:40 5:50 6:00 6:05 6:13 6:25
5:38 5:47 5:54 6:00 6:10 6:20 6:25 6:33 6:45
5:58 6:07 6:14 6:20 6:29 6:39 6:44 6:52 7:03
6:18 6:27 6:34 6:40 6:49 6:59 7:04 7:12 7:23
6:38 6:47 6:54 7:00 7:09 7:19 7:24 7:32 7:43
6:58 7:07 7:14 7:20 7:29 7:38 7:43 7:50 8:01
7:29 7:38 7:45 7:51 7:59 8:08 8:13 8:20 8:31
7:58 8:07 8:13 8:19 8:27 8:35 — — —
8:45 8:53 8:59 9:05 9:13 9:21 9:26 9:32 9:43
9:46 9:54 10:00 10:06 10:14 10:21 10:26 10:32 10:43
10:46 10:54 11:00 11:06 11:14 11:21 11:26 11:32 11:43
12:05a 12:12a 12:18a 12:23a 12:31a 12:38a 12:43a 12:49a 1:00a Route 933 – Monday through Friday / lunes a viernes
Route 933 – Saturday / sábado
Route 934 – Monday through Friday / lunes a viernes
Route 934 – Saturday / sábado
Otay Mesa ➡ Palm City ➡ Imperial Beach ➡ Nestor ➡ Otay Mesa A
Iris Ave.

Transit Center
DEPART
B
Dennery
Rd. @
Walmart
C
Palm Av.
&
Beyer Way
D
Palm Av.

Trolley
Station
E
Palm Av.
&
9th St.

F
Imperial
Beach Bl.
& 4th St.

G
13th St.
&
Iris Av.

H
Coronado
Av. &
Hollister St.

A
Iris Ave.

Transit Center
ARRIVE
4:40a 4:49a 4:56a 5:01a 5:07a 5:13a 5:19a 5:25a 5:35a
4:54 5:03 5:10 5:15 5:21 5:27 5:33 5:39 5:50
5:09 5:18 5:25 5:30 5:37 5:44 5:50 5:56 6:08
5:24 5:33 5:40 5:45 5:52 5:59 6:05 6:11 6:23
5:43 5:52 5:59 6:04 6:11 6:19 6:25 6:31 6:44
5:58 6:07 6:14 6:19 6:27 6:35 6:41 6:48 7:02
6:13 6:22 6:29 6:35 6:43 6:51 6:57 7:04 7:18
6:28 6:38 6:46 6:52 7:00 7:09 7:15 7:22 7:36
6:43 6:53 7:01 7:07 7:15 7:24 7:30 7:37 7:51
6:58 7:08 7:17 7:23 7:32 7:41 7:47 7:54 8:08
7:13 7:23 7:32 7:38 7:47 7:56 8:02 8:09 8:23
7:28 7:38 7:47 7:53 8:02 8:11 8:17 8:24 8:38
7:43 7:53 8:02 8:08 8:17 8:26 8:32 8:39 8:53
7:58 8:08 8:17 8:23 8:32 8:41 8:47 8:54 9:08
8:13 8:23 8:32 8:38 8:47 8:56 9:02 9:09 9:23
8:28 8:38 8:46 8:52 9:01 9:09 9:15 9:22 9:36
8:43 8:53 9:01 9:06 9:15 9:23 9:29 9:36 9:49
8:58 9:08 9:16 9:21 9:30 9:38 9:44 9:51 10:04
9:13 9:23 9:31 9:36 9:45 9:53 9:59 10:06 10:19
9:28 9:38 9:46 9:51 10:00 10:08 10:14 10:21 10:34
9:43 9:53 10:01 10:06 10:15 10:23 10:29 10:36 10:49
9:58 10:08 10:16 10:21 10:30 10:38 10:44 10:51 11:04
10:13 10:23 10:31 10:36 10:45 10:53 10:59 11:06 11:19
10:28 10:38 10:46 10:51 11:00 11:08 11:14 11:21 11:34
10:43 10:53 11:01 11:06 11:15 11:23 11:29 11:36 11:49
10:58 11:08 11:16 11:21 11:30 11:38 11:44 11:51 12:04p
11:13 11:23 11:31 11:36 11:45 11:53 11:59 12:06p 12:19
11:28 11:38 11:46 11:51 12:00p 12:08p 12:14p 12:21 12:34 11:43 11:53 12:01p 12:06p 12:15 12:23 12:29 12:36 12:49 11:58 12:08p 12:16 12:21 12:30 12:38 12:44 12:51 1:04
12:13p 12:23 12:31 12:36 12:45 12:53 12:59 1:06 1:19
12:28 12:38 12:46 12:51 1:00 1:08 1:14 1:21 1:34
12:43 12:53 1:01 1:06 1:15 1:23 1:29 1:36 1:49
12:58 1:08 1:16 1:21 1:30 1:38 1:44 1:51 2:04
1:13 1:23 1:31 1:36 1:45 1:53 1:59 2:06 2:19
1:28 1:38 1:46 1:51 2:00 2:08 2:14 2:21 2:34
1:43 1:54 2:02 2:07 2:17 2:25 2:31 2:39 2:52
1:58 2:09 2:17 2:22 2:32 2:40 2:47 2:56 3:10
2:13 2:24 2:33 2:38 2:48 2:57 3:04 3:13 3:27
2:28 2:39 2:48 2:53 3:03 3:12 3:19 3:28 3:42
2:43 2:54 3:03 3:09 3:19 3:28 3:36 3:45 4:00
2:58 3:09 3:18 3:24 3:34 3:43 3:51 4:00 4:15
3:13 3:24 3:33 3:39 3:49 3:58 4:06 4:15 4:30
3:28 3:39 3:48 3:54 4:04 4:13 4:21 4:30 4:45
3:43 3:54 4:03 4:09 4:19 4:28 4:36 4:45 5:00
3:58 4:09 4:18 4:24 4:34 4:43 4:51 5:00 5:15
4:13 4:24 4:33 4:39 4:49 4:58 5:06 5:15 5:30
4:28 4:39 4:48 4:54 5:04 5:13 5:21 5:30 5:45
4:43 4:54 5:03 5:09 5:20 5:28 5:35 5:43 5:57
4:58 5:09 5:18 5:24 5:35 5:43 5:50 5:58 6:12
5:13 5:24 5:33 5:39 5:50 5:58 6:05 6:13 6:27
5:28 5:39 5:48 5:55 6:06 6:14 6:21 6:29 6:44
5:43 5:54 6:03 6:09 6:19 6:27 6:33 6:41 6:54
5:58 6:09 6:17 6:22 6:32 6:40 6:46 6:53 7:04
6:13 6:24 6:32 6:37 6:47 6:55 7:01 7:08 7:19
6:30 6:41 6:49 6:54 7:03 7:11 7:17 7:24 7:34
6:53 7:03 7:11 7:16 7:24 7:32 7:38 7:45 7:55
7:13 7:23 7:31 7:36 7:44 7:52 7:58 8:05 8:15
7:43 7:53 8:00 8:05 8:13 8:21 8:27 8:33 8:43
8:14 8:24 8:31 8:36 8:44 8:52 8:58 9:04 9:14
8:44 8:54 9:01 9:06 9:13 9:21 9:27 9:33 9:43
9:44 9:54 10:01 10:06 10:13 10:21 10:27 10:33 10:43
10:43 10:52 10:58 11:03 11:10 11:17 11:23 11:29 11:39
11:35 11:44 11:50 11:55 12:01a 12:08a 12:14a 12:20a 12:30a

Coronado Hospital
Ferry Landing
PETCO
Park
San Diego H.S.

Santa Fe City College Depot
Horton Plaza
Naval Air Station
North Island (NASNI)
NASNI
Front Gate
Silver Strand
State Beach
Imperial Beach
Fishing Pier
Balboa
Park
Pacific Ocean
Pacific Ocean
San Diego Bay
San Diego Bay
C oronado
S an Diego
Bay Bridge
San Diego
International
Airport
Hotel
Del
Coronado
Coronado
City Hall
Naval Base
Coronado
(NAB)
Loews Resort
4th St
3rd St
1st St
Alameda
Bl Ocean Bl
Oran
g
e
Av
Division St
Main St
4th St
8th St
16th St
18th St
National City
Bl Broadway
National Av
Imperial Av
Market St
Federal Bl
24th St
30th St
E St
G St
H St
Palomar St
Harbor Dr
Pom
ona
Av
Leyte Rd
Silver Strand
Bl
Seacoast Dr
Rainbow
Dr
Imperial Beach Bl
Palm Av
Tocayo Av
Iris Av
9 Coronado Av th St
13th St
27th St
30thSt
Saturn Bl
Del Sol Bl
Hollister St Hollister St
Main St
Beyer Bl
Front St
3rd Av 1st Av
Broadway
B St
10th Av
Imperial Av
Cesar
Park Bl
Chavez
Pkwy
11th Av
Harbor Dr Pacfic H
wy
Oro
Vista
Rd
National Av
Green
Lin
e
Silver Strand
Bl
Coronado Cays Bl
Orang e Line
UC San Diego Blue Line
UC San Diego Blue Line
5 5
5 5
905
54 15
94 94
163
805
805

CORONADO
Downtown

IMPERIAL
BEACH
Nestor

NATIONAL
CITY
CHULA
VISTA

SAN DIEGO
Coronado
Cays
Otay
Mesa
933 934 933 934
933 934
933 934
Iris Avenue
Transit Center
UC San Diego Blue Line
905 906 907 929
932 933 934 950
12th & Imperial
Transit Center
UC San Diego Blue Line,
Orange Line, Sycuan
Green Line, Greyhound
4 12 929 I
J
G
H
F
D
E
C
B
A
H
75 75
Routes 901 and 904
Timepoint and/or transfer point
Transfer point
A
Route 901 N
901
sdmts.com
Route Alerts, Updated Schedules,
Connections & More
09/19
Iris Ave. Transit Center –
Downtown SD
via Imperial Beach / Coronado

DESTINATIONS
• Coronado Cays
• Coronado City Hall
• Hotel del Coronado
• NAS North Island
• Naval Base Coronado
• PETCO Park

Effective SEPTEMBER 1, 2019
• Iris Av.
• 12th & Imperial
• Downtown

TROLLEY

CONNECTIONS
The schedules and other information shown in this timetable are subject to change. MTS does not assume responsibility for errors in timetables nor for any inconvenience caused by delayed buses.

Los horarios e información que se indican en este itinerario están sujetos a cambios. MTS no asume responsabilidad por errores en los itinerarios, ni por ningún perjuicio que se origine por los autobuses demorados.

Coronado detail
Hotel Del
Coronado
Coronado Island
Marriott Resort
Coronado
Hospital
Ferry
Landing
Naval Air
Station
North Island
(NASNI)
Naval Base
Coronado
(N.A.B.)
Library
Coronado
HS
Coronado
City Hall
Pacific Ocean
Glorietta
Bay
San Diego Bay
Coronado Municipal Beach
San Diego - Coronado Bay Bridge
9th St
8th St
7th St
6th St
5th St
J
Av
I Av
H
Av
Olive Av
Palm
Av
E Av
F Av
C Av
B
Av A Av
Alameda Bl
D Av
Orange Av
G
Av
B
Av
A Av
Prospect Pl
4th St
3rd St
2nd St
3rd St
1st St
10th St
Pomona Av
G ol rietta Bl
Tarawa Rd
Strand Wy
Silver Strand Bl
Ocean Bl
R.H. Dan a Pl
Avda de las Arenas

CORONADO
904
904
904
901
901
901
901
904
C
D
E
75 75
Downtown area detail
Balboa
Park
Horton
Plaza
San Diego
H.S.

City
College
San Diego
Courthouse
Ash St
B St
Broadway
5th Av4th Av
3rd Av
1st Av
10th Av11th Av
Front St
Broadway
Market St
Green Line
5 163
Broadway & 3rd/5th Av
3 5
901
2 225
7 235
30 280
50 290
110
923
215
992
I
J
H H
Route 901
A Timepoint and/or transfer point
Route 904
Thank you for riding MTS! ¡Gracias por viajar con MTS!
For more information on riding MTS services, pick up a Rider’s Guide on a bus or at the Transit Store, or visit sdmts.com.

Para obtener más información sobre el uso de los servicios de MTS, recoja un ‘Rider’s Guide’ en un autobús o en la Transit Store, o visita a sdmts.com.

DIRECTORY / Directorio
MTS Information & Trip Planning
MTS Información y planeo de viaje
511
or/ó
(619) 233-3004
TTY/TDD (teletype for hearing impaired)
Teletipo para sordos
(619) 234-5005
or/ó
(888) 722-4889
InfoExpress (24-hour info via Touch-Tone phone)
Información las 24 horas (via teléfono de teclas) (619) 685-4900 Customer Service / Suggestions
Servicio al cliente / Sugerencias (619) 557-4555
MTS Security
MTS Seguridad (619) 595-4960
Lost & Found
Objetos extraviados (619) 233-3004
Transit Store (619) 234-1060
12th & Imperial Transit Center
M–F 8am–5pm
For MTS online trip planning
Planifi cación de viajes por Internet sdmts.com
ONE-WAY FARES / Tarifas Sencillas
Exact fare, please / Favor de pagar la cantidad exacta
Adult / Adulto $2.50
Senior/Disabled/Medicare*
Personas Mayores/con Discapacidades/Medicare* $1.25
Youth (ages 6-18)*
Jóvenes (edades 6-18)* $2.50
DAY PASS (Regional) / Pase diario (Regional)
Adult / Adulto $6.00
Senior/Disabled/Medicare*
Personas Mayores/con Discapacidades/Medicare* $3.00
Youth (ages 6-18)*
Jóvenes (edades 6-18)* $3.00
MONTHLY PASSES / Pases mensual
Adult / Adulto $72.00
Senior/Disabled/Medicare*
Personas Mayores/con Discapacidades/Medicare* $23.00
Youth (ages 6-18)*
Jóvenes (edades 6-18)* $23.00
*Proof of eligibility required. Senior Eligibility: Age 65+ or born on or before September 1, 1959. *Se requiere verifi cación de elegibilidad. Elegibilidad para Personas Mayores: Edad 65+ o nacido en o antes del 1 de septiembre, 1959.

COMPASS CARDS / Tarjeta Compass
There is a $2 charge for Compass Cards, which can be reloaded for future use.

Hay un costo de $2 por la tarjeta Compass Card, la cual puede ser recargada para usos futuros.

COMPASS CLOUD
Download the free Compass Cloud app on your Apple or Android phone.

Descargue la aplicación gratis Compass Cloud en su teléfono Apple o Android.

Visit sdmts.com/fares for more info. Visite sdmts.com/fares para más información.

N
N

Imperial Beach ➡ Coronado ➡ Downtown San Diego
A
Iris Avenue
Transit Center
DEPART
B
Palm Av.
&
9th St.

C
Naval Base
Coronado
(NAB)
D
Hotel
del
Coronado
E
NASNI
(Front
Gate)
F
National Av. &
Cesar Chavez
Pkwy.

G
12th &
Imperial
Transit Center
H
Broadway
&
5th Av.

I
Broadway
& 1st Av.

ARRIVE
4:23a 4:37a 4:47a 4:50a 5:01a 5:09a 5:16a 5:27a 5:31a
4:38 4:52 5:02 5:05 5:16 5:24 5:31 5:42 5:46
4:53 5:07 5:17 5:20 5:31 5:39 5:46 5:57 6:01
5:08 5:23 5:33 5:37 5:48 5:56 6:03 6:14 6:18
5:23 5:38 5:48 5:52 6:03 6:11 6:18 6:29 6:33
5:38 5:53 6:03 6:07 6:18 6:26 6:33 6:44 6:48
5:53 6:08 6:19 6:23 6:34 6:42 6:49 7:00 7:04
6:08 6:24 6:35 6:39 6:50 6:58 7:05 7:16 7:21
6:23 6:40 6:52 6:56 7:07 7:15 7:22 7:33 7:38
6:40 6:58 7:11 7:15 7:26 7:34 7:41 7:52 7:58
6:57 7:15 7:28 7:32 7:43 7:51 7:58 8:09 8:15
7:14 7:32 7:45 7:49 8:00 8:08 8:15 8:26 8:32
7:31 7:49 8:02 8:06 8:17 8:25 8:32 8:43 8:49
7:46 8:04 8:16 8:20 8:31 8:39 8:46 8:57 9:03
8:16 8:34 8:45 8:49 8:59 9:07 9:14 9:25 9:31
8:45 9:03 9:14 9:18 9:28 9:36 9:43 9:54 9:59
9:15 9:33 9:44 9:48 9:58 10:06 10:13 10:24 10:29
9:45 10:03 10:14 10:18 10:28 10:36 10:43 10:54 10:59
10:15 10:33 10:44 10:48 10:58 11:06 11:13 11:24 11:29
10:45 11:03 11:14 11:18 11:28 11:36 11:43 11:54 11:59
11:15 11:33 11:44 11:48 11:58 12:06p 12:13p 12:24p 12:29p 11:45 12:03p 12:14p 12:18p 12:28p 12:36 12:43 12:54 1:00 12:14p 12:32 12:43 12:47 12:57 1:06 1:14 1:25 1:31
12:44 1:02 1:13 1:17 1:28 1:38 1:47 1:58 2:04
1:14 1:32 1:43 1:47 1:59 2:10 2:20 2:31 2:37
1:44 2:02 2:13 2:17 2:29 2:41 2:52 3:03 3:09
2:08 2:26 2:37 2:41 2:53 3:05 3:16 3:27 3:33
2:23 2:41 2:52 2:56 3:08 3:20 3:31 3:42 3:48
2:38 2:56 3:07 3:11 3:23 3:35 3:46 3:57 4:03
2:53 3:11 3:22 3:26 3:38 3:50 4:01 4:12 4:18
3:08 3:26 3:37 3:41 3:53 4:05 4:16 4:27 4:33
3:23 3:41 3:52 3:56 4:08 4:20 4:31 4:42 4:48
3:38 3:56 4:07 4:11 4:23 4:34 4:44 4:55 5:01
3:53 4:11 4:22 4:26 4:38 4:49 4:59 5:10 5:16
4:08 4:26 4:37 4:41 4:53 5:04 5:14 5:25 5:31
4:23 4:41 4:52 4:56 5:08 5:19 5:29 5:40 5:46
4:45 5:03 5:13 5:17 5:28 5:38 5:48 5:59 6:05
5:15 5:33 5:43 5:47 5:58 6:07 6:16 6:27 6:33
5:45 6:02 6:12 6:16 6:27 6:36 6:44 6:55 7:01
6:15 6:32 6:42 6:46 6:56 7:04 7:11 7:22 7:27
6:45 7:01 7:11 7:15 7:24 7:32 7:38 7:49 7:54
7:15 7:30 7:40 7:44 7:53 8:01 8:07 8:17 8:22
8:08 8:23 8:33 8:37 8:46 8:54 9:00 9:10 9:15
9:08 9:23 9:33 9:37 9:45 9:53 9:59 10:08 10:13
10:10 10:24 10:34 10:37 10:45 10:53 10:59 11:08 11:13
11:10 11:24 11:34 11:37 11:45 11:53 11:59 12:08a 12:12a Imperial Beach ➡ Coronado ➡ Downtown San Diego
A
Iris Avenue
Transit Center
DEPART
B
Palm Av.
&
9th St.

C
Naval Base
Coronado
(NAB)
D
Hotel
del
Coronado
E
NASNI
(Front
Gate)
F
National Av. &
Cesar Chavez
Pkwy.

G
12th &
Imperial
Transit Center
H
Broadway
&
5th Av.

I
Broadway
& 1st Av.

ARRIVE
5:15a 5:29a 5:39a 5:42a 5:50a 5:58a 6:04a 6:13a 6:17a
6:15 6:30 6:40 6:43 6:52 7:00 7:06 7:15 7:19
6:45 7:00 7:10 7:13 7:22 7:30 7:36 7:45 7:49
7:15 7:31 7:42 7:46 7:56 8:04 8:10 8:20 8:25
7:45 8:01 8:12 8:16 8:26 8:34 8:40 8:50 8:55
8:15 8:31 8:42 8:46 8:56 9:04 9:10 9:20 9:25
8:45 9:01 9:12 9:16 9:26 9:34 9:40 9:50 9:55
9:15 9:31 9:42 9:46 9:56 10:04 10:10 10:20 10:25
9:45 10:02 10:13 10:17 10:28 10:36 10:42 10:53 10:58
10:15 10:32 10:43 10:47 10:58 11:06 11:12 11:23 11:28
10:45 11:02 11:13 11:17 11:28 11:36 11:42 11:53 11:58
11:15 11:32 11:43 11:47 11:58 12:06p 12:12p 12:23p 12:28p 11:45 12:02p 12:13p 12:17p 12:28p 12:36 12:42 12:53 12:59 12:15p 12:32 12:43 12:47 12:59 1:07 1:14 1:25 1:31
12:45 1:03 1:14 1:18 1:30 1:39 1:46 1:57 2:03
1:15 1:33 1:44 1:48 2:00 2:09 2:16 2:27 2:33
1:45 2:03 2:14 2:18 2:30 2:39 2:46 2:57 3:03
2:15 2:33 2:44 2:48 3:00 3:09 3:16 3:27 3:33
2:45 3:03 3:14 3:18 3:30 3:39 3:46 3:57 4:03
3:15 3:33 3:44 3:48 4:00 4:09 4:16 4:27 4:33
3:45 4:03 4:14 4:18 4:30 4:39 4:46 4:57 5:03
4:15 4:31 4:42 4:46 4:58 5:07 5:14 5:25 5:31
4:45 5:01 5:12 5:16 5:28 5:37 5:44 5:55 6:01
5:15 5:31 5:42 5:46 5:58 6:07 6:14 6:25 6:31
5:45 6:01 6:11 6:15 6:26 6:34 6:40 6:51 6:57
6:15 6:31 6:41 6:45 6:56 7:04 7:10 7:21 7:27
7:08 7:24 7:34 7:38 7:49 7:57 8:03 8:14 8:19
8:08 8:23 8:33 8:37 8:47 8:55 9:01 9:11 9:16
9:08 9:23 9:33 9:37 9:45 9:53 9:59 10:08 10:13
10:10 10:23 10:33 10:36 10:44 10:52 10:58 11:07 11:12
11:10 11:23 11:33 11:36 11:44 11:52 11:58 12:07a 12:11a Imperial Beach ➡ Coronado ➡ San Diego
A
Iris Avenue
Transit Center
DEPART
B
Palm Av.
&
9th St.

C
Naval Base
Coronado
(NAB)
D
Hotel
del
Coronado
E
NASNI
(Front
Gate)
F
National Av. &
Cesar Chavez
Pkwy.

G
12th &
Imperial
Transit Center
H
Broadway
&
5th Av.

I
Broadway
& 1st Av.

ARRIVE
5:15a 5:29a 5:39a 5:42a 5:50a 5:58a 6:04a — —
6:15 6:30 6:40 6:43 6:52 7:00 7:06 — —
7:15 7:31 7:42 7:46 7:56 8:04 8:10 — —
8:15 8:31 8:42 8:46 8:56 9:04 9:10 — —
9:15 9:31 9:42 9:46 9:56 10:04 10:10 — —
10:15 10:32 10:43 10:47 10:58 11:06 11:12 — —
11:15 11:32 11:43 11:47 11:58 12:06p 12:12p — —
12:15p 12:32p 12:43p 12:47p 12:59p 1:07 1:14 — —
1:15 1:33 1:44 1:48 2:00 2:09 2:16 — —
2:15 2:33 2:44 2:48 3:00 3:09 3:16 — —
3:15 3:33 3:44 3:48 4:00 4:09 4:16 — —
4:15 4:31 4:42 4:46 4:58 5:07 5:14 — —
5:15 5:31 5:42 5:46 5:58 6:07 6:14 — —
6:15 6:31 6:41 6:45 6:56 7:04 7:10 — —
7:15 7:30 7:40 7:44 7:54 8:02 8:08 — —
8:15 8:30 8:40 8:44 8:54 9:02 9:08 — —
Downtown San Diego ➡ Coronado ➡ Imperial Beach
J
Front St.
& B St.

DEPART
H
Broadway
&
3rd Av.

G
12th &
Imperial
Transit Center
F
Cesar Chavez
Pkwy. &
National Av.

E
NASNI
(Front
Gate)
D
Hotel
Del
Coronado
C
Naval Base
Coronado
(NAB)
B
9th St.
&
Palm Av.

A
Iris Avenue
Transit Center
ARRIVE
5:08a 5:10a 5:20a 5:23a 5:34a 5:44a 5:47a 5:58a 6:14a
5:39 5:41 5:51 5:54 6:05 6:15 6:18 6:29 6:45
5:54 5:56 6:06 6:09 6:20 6:30 6:33 6:44 7:00
6:07 6:10 6:20 6:23 6:34 6:44 6:47 6:58 7:14
6:21 6:24 6:34 6:37 6:48 6:58 7:01 7:12 7:28
6:36 6:39 6:49 6:52 7:03 7:13 7:16 7:27 7:43
6:51 6:54 7:04 7:07 7:18 7:28 7:31 7:42 7:58
7:05 7:08 7:19 7:23 7:32 7:41 7:44 7:55 8:12
7:20 7:23 7:34 7:38 7:47 7:56 7:59 8:10 8:27
7:35 7:38 7:49 7:53 8:02 8:11 8:14 8:25 8:42
7:50 7:53 8:04 8:08 8:17 8:26 8:29 8:40 8:57
8:05 8:08 8:19 8:23 8:32 8:41 8:44 8:55 9:12
8:20 8:23 8:34 8:38 8:47 8:56 8:59 9:10 9:27
8:50 8:53 9:04 9:08 9:17 9:26 9:29 9:40 9:57
9:20 9:23 9:34 9:38 9:47 9:56 9:59 10:10 10:27
9:50 9:53 10:04 10:08 10:17 10:26 10:29 10:40 10:57
10:20 10:23 10:34 10:38 10:47 10:56 10:59 11:10 11:27
10:50 10:53 11:04 11:08 11:17 11:26 11:29 11:40 11:57
11:20 11:23 11:34 11:38 11:47 11:56 11:59 12:10p 12:27p 11:50 11:53 12:04p 12:08p 12:17p 12:26p 12:29p 12:40 12:57 12:20p 12:23p 12:34 12:38 12:47 12:56 12:59 1:11 1:29
12:49 12:52 1:04 1:08 1:17 1:27 1:31 1:43 2:01
1:19 1:22 1:34 1:38 1:47 1:58 2:02 2:14 2:33
1:48 1:52 2:04 2:08 2:17 2:30 2:34 2:46 3:05
2:03 2:07 2:19 2:23 2:32 2:45 2:49 3:01 3:20
2:18 2:22 2:34 2:38 2:47 3:02 3:06 3:18 3:38
2:33 2:37 2:49 2:53 3:02 3:17 3:21 3:33 3:53
2:49 2:53 3:05 3:09 3:18 3:33 3:37 3:49 4:09
3:04 3:08 3:20 3:24 3:33 3:48 3:52 4:04 4:24
3:19 3:23 3:35 3:39 3:48 4:01 4:05 4:17 4:37
3:33 3:37 3:49 3:53 4:02 4:15 4:19 4:31 4:51
3:48 3:52 4:04 4:08 4:17 4:30 4:34 4:46 5:06
4:03 4:07 4:19 4:23 4:32 4:45 4:49 5:01 5:21
4:18 4:22 4:34 4:38 4:47 4:58 5:02 5:14 5:33
4:33 4:37 4:49 4:53 5:02 5:13 5:17 5:29 5:48
4:48 4:52 5:04 5:08 5:17 5:27 5:31 5:43 6:01
5:03 5:07 5:19 5:23 5:32 5:42 5:46 5:58 6:16
5:18 5:22 5:34 5:38 5:47 5:57 6:01 6:13 6:31
5:48 5:52 6:04 6:08 6:17 6:27 6:31 6:43 7:01
6:18 6:22 6:34 6:37 6:46 6:55 6:58 7:10 7:28
6:49 6:52 7:04 7:07 7:16 7:25 7:28 7:39 7:57
7:25 7:28 7:40 7:43 7:52 8:01 8:04 8:15 8:33
8:26 8:29 8:40 8:43 8:52 9:00 9:03 9:14 9:31
9:26 9:29 9:40 9:43 9:52 10:00 10:03 10:14 10:31
10:21 10:24 10:34 10:37 10:46 10:53 10:56 11:07 11:23
11:21 11:24 11:34 11:37 11:45 11:52 11:55 12:05a 12:20a B 12:21a 12:24a 12:34a 12:37a 12:45a 12:52a 12:55a 1:05 1:20 B 1:21 1:24 1:34 1:37 1:45 1:52 1:55 2:05 2:20 B
Downtown San Diego ➡ Coronado ➡ Imperial Beach
J
Front St.
& B St.

DEPART
H
Broadway
&
3rd Av.

G
12th &
Imperial
Transit Center
F
Cesar Chavez
Pkwy. &
National Av.

E
NASNI
(Front
Gate)
D
Hotel
Del
Coronado
C
Naval Base
Coronado
(NAB)
B
9th St.
&
Palm Av.

A
Iris Avenue
Transit Center
ARRIVE
5:29a 5:31a 5:40a 5:43a 5:52a 5:59a 6:02a 6:12a 6:26a
6:28 6:31 6:40 6:43 6:52 7:00 7:03 7:13 7:28
6:58 7:01 7:10 7:13 7:22 7:30 7:33 7:43 7:58
7:27 7:30 7:40 7:43 7:52 8:01 8:04 8:15 8:31
7:57 8:00 8:10 8:13 8:22 8:31 8:34 8:45 9:01
8:21 8:24 8:35 8:38 8:47 8:57 9:00 9:11 9:27
8:51 8:54 9:05 9:08 9:17 9:27 9:30 9:41 9:57
9:21 9:24 9:35 9:38 9:47 9:57 10:00 10:11 10:27
9:51 9:54 10:05 10:08 10:17 10:27 10:30 10:41 10:57
10:21 10:24 10:35 10:38 10:47 10:57 11:00 11:11 11:27
10:51 10:54 11:05 11:08 11:17 11:27 11:30 11:41 11:57
11:21 11:24 11:35 11:38 11:47 11:57 12:00p 12:11p 12:27p 11:51 11:54 12:05p 12:08p 12:17p 12:28p 12:31 12:42 12:58 12:21p 12:24p 12:35 12:38 12:47 12:58 1:01 1:12 1:28
12:51 12:54 1:05 1:08 1:17 1:29 1:33 1:45 2:01
1:21 1:24 1:35 1:38 1:47 1:59 2:03 2:15 2:31
1:51 1:54 2:05 2:08 2:17 2:29 2:33 2:45 3:01
2:21 2:24 2:35 2:38 2:47 2:59 3:03 3:15 3:31
2:51 2:54 3:05 3:08 3:17 3:29 3:33 3:45 4:01
3:21 3:24 3:35 3:38 3:47 3:59 4:03 4:15 4:31
3:51 3:54 4:05 4:08 4:17 4:29 4:33 4:45 5:01
4:21 4:24 4:35 4:38 4:47 4:59 5:03 5:15 5:31
4:51 4:54 5:05 5:08 5:17 5:29 5:33 5:45 6:01
5:21 5:24 5:35 5:38 5:47 5:59 6:03 6:15 6:31
5:51 5:54 6:05 6:08 6:17 6:28 6:31 6:43 6:58
6:21 6:24 6:35 6:38 6:47 6:58 7:01 7:13 7:28
7:26 7:29 7:40 7:43 7:52 8:02 8:05 8:16 8:31
8:27 8:30 8:40 8:43 8:52 9:01 9:04 9:15 9:30
9:27 9:30 9:40 9:43 9:52 10:01 10:04 10:15 10:30
10:21 10:24 10:34 10:37 10:45 10:53 10:56 11:06 11:20
11:22 11:25 11:34 11:37 11:45 11:52 11:55 12:05a 12:19a B 12:22a 12:25a 12:34a 12:37a 12:45a 12:52a 12:55a 1:05 1:19 B 1:22 1:25 1:34 1:37 1:45 1:52 1:55 2:05 2:19 B
San Diego ➡ Coronado ➡ Imperial Beach
J
Front St.
& B St.

DEPART
H
Broadway
&
3rd Av.

G
12th &
Imperial
Transit Center
F
Cesar Chavez
Pkwy. &
National Av.

E
NASNI
(Front
Gate)
D
Hotel
Del
Coronado
C
Naval Base
Coronado
(NAB)
B
9th St.
&
Palm Av.

A
Iris Avenue
Transit Center
ARRIVE
— — 6:40a 6:43a 6:52a 7:00a 7:03a 7:13a 7:28a
— — 7:40 7:43 7:52 8:01 8:04 8:15 8:31
— — 8:35 8:38 8:47 8:57 9:00 9:11 9:27
— — 9:35 9:38 9:47 9:57 10:00 10:11 10:27
— — 10:35 10:38 10:47 10:57 11:00 11:11 11:27
— — 11:35 11:38 11:47 11:57 12:00p 12:11p 12:27p
— — 12:35p 12:38p 12:47p 12:58p 1:01 1:12 1:28
— — 1:35 1:38 1:47 1:59 2:03 2:15 2:31
— — 2:35 2:38 2:47 2:59 3:03 3:15 3:31
— — 3:35 3:38 3:47 3:59 4:03 4:15 4:31
— — 4:35 4:38 4:47 4:59 5:03 5:15 5:31
— — 5:35 5:38 5:47 5:59 6:03 6:15 6:31
— — 6:35 6:38 6:47 6:58 7:01 7:13 7:28
— — 7:40 7:43 7:52 8:02 8:05 8:16 8:31
— — 8:40 8:43 8:52 9:01 9:04 9:15 9:30
— — 9:40 9:43 9:52 10:01 10:04 10:15 10:30
— — 11:07 11:10 11:18 11:25 11:28 11:38 11:52
Route 901 – Saturday / sábado
Route 901 – Sunday / domingo
Route 901 – Monday through Friday / lunes a viernes
B = Trip continues as Route 906 to San Ysidro International Border. / El viaje continúa como la ruta 906 hacia la garita internacional de San Ysidro.

A Saturday or Sunday schedule will be operated on the following holidays and observed holidays Se operará con horario de sábado o domingo durante los siguientes días festivos y feriados observados New Year’s Day, Presidents’ Day, Memorial Day, Independence Day, Labor Day, Thanksgiving, Christmas >>>

9 | P a g e

APPENDIX B
Traffic Study

Local Transportation Assessment
for:

Raising Cane’s
Project Details
In the City of Imperial Beach
July 2022

LOCAL TRANSPORTATION ASSESSMENT

FOR THE PROPOSED
RAISING CANE’S PROJECT

IN THE CITY OF IMPERIAL BEACH
Prepared by:

Kimley-Horn and Associates, Inc.
1100 Town and Country Road, Suite 700
Orange, California 92868
July 2022

TABLE OF CONTENTS Page
EXECUTIVE SUMMARY ...................................................................................................................................................................1 INTRODUCTION..................................................................................................................................................................................3 PROJECT DESCRIPTION .................................................................................................................................................................3 LEVEL OF SERVICE (LOS) ANALYSIS.......................................................................................................................................6 Analysis Scenarios .......................................................................................................................................................................6 Study Locations .............................................................................................................................................................................6 Analysis Methodology ................................................................................................................................................................6 Performance Criteria ..................................................................................................................................................................7 AREA CONDITIONS ...........................................................................................................................................................................8 Existing Street System ...............................................................................................................................................................8 Transit Service ...............................................................................................................................................................................8 EXISTING OPERATING CONDITIONS ......................................................................................................................................9 Existing Traffic Volumes ...........................................................................................................................................................9 Peak Hour Intersection Operations ....................................................................................................................................9 PROJECT TRAFFIC .......................................................................................................................................................................... 13 Project Trip Generation ......................................................................................................................................................... 13 Trip Distribution and Assignment .................................................................................................................................... 13 EXISTING PLUS PROJECT CONDITION ................................................................................................................................ 13 Peak Hour Intersection Operations ................................................................................................................................. 13 OPENING YEAR 2023 CONDITIONS ...................................................................................................................................... 18 Peak Hour Intersection Operations ................................................................................................................................. 18 OPENING YEAR 2023 PLUS PROJECT CONDITIONS .................................................................................................... 18 Peak Hour Intersection Operations ................................................................................................................................. 18 RECOMMENDED IMPROVEMENTS ....................................................................................................................................... 26 DRIVE-THROUGH QUEUING ANALYSIS .............................................................................................................................. 26 Queuing Data Collection ........................................................................................................................................................ 26 General Observations .............................................................................................................................................................. 30 Drive-through Queue Length Calculation ..................................................................................................................... 30 Side-by-Side Operational Features .................................................................................................................................. 30 Unique Features ......................................................................................................................................................................... 31 ON-SITE PARKING ASSESSMENT ........................................................................................................................................... 31 PARKING ANALYSIS ...................................................................................................................................................................... 32 Parking Data Collection .......................................................................................................................................................... 32 Forecasted Parking Requirement for the Proposed Raising Canes ................................................................ 33 SITE ACCESS AND CIRCULATION ........................................................................................................................................... 38 VEHICLE MILES TRAVELED (VMT) ANALYSIS ............................................................................................................... 38 VEHICLE MILES TRAVELED (VMT) ANALYSIS .......................................................................................................... 39

LIST OF FIGURES Page
Figure 1 – Vicinity Map ...................................................................................................................................................................4 Figure 2 – Project Site Plan ...........................................................................................................................................................5 Figure 3 – Existing Lane Configuration and Traffic Control ..................................................................................... 10 Figure 4 – Existing Peak Hour Traffic Volumes............................................................................................................... 11 Figure 5 – Project Trip Distribution and Project-Related Traffic Volumes ...................................................... 15 Figure 6 – Existing Plus Project Traffic Volumes ........................................................................................................... 17 Figure 7 – Location of Cumulative Projects ...................................................................................................................... 20 Figure 8 – Cumulative Projects Traffic Volumes ............................................................................................................ 21 Figure 9 – Opening Year 2023 Traffic Volumes .............................................................................................................. 22 Figure 10 – Opening Year 2023 Plus Project Traffic Volumes ................................................................................ 24 Figure 11 – Comparable Site Locations ............................................................................................................................... 34 LIST OF TABLES Page
Table 1 – Summary of Intersection Operations – Existing Conditions ............................................................... 12 Table 2 – Summary of Project Trip Generation............................................................................................................... 14 Table 3 – Summary of Intersection Operations – Existing Plus Project Conditions .................................... 16 Table 4 – Summary of Cumulative Projects ...................................................................................................................... 19 Table 5 – Summary of Intersection Operation – Opening Year 2023 .................................................................. 23 Table 6 – Summary of Intersection Operation – Opening Year 2023 Plus Project ....................................... 25 Table 7 – Summary of Drive-Through Queuing Data – Typical Weekday ......................................................... 28 Table 8 – Summary of Drive-Through Queuing Data – Typical Weekend ......................................................... 29 Table 9 – Summary of Parking Requirements ................................................................................................................. 35 Table 10 – Summary of Parking Data Collection ............................................................................................................ 36 Table 11 – Observed Parking Ratios and Parking Demand for Proposed Project ........................................ 37

APPENDICES
Appendix A Scoping Agreement
Appendix B Traffic Data Collection Sheets
Appendix C Intersection Analysis Worksheets
Appendix D Drive-Through Queuing
Appendix E City of Imperial Beach’s Parking Requirements Appendix F Parking Data Collection

Imperial Beach Raising Cane’s Project - 1 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022

LOCAL TRANSPORTATION ASSESSMENT

FOR THE PROPOSED
RAISING CANE’S PROJECT

IN THE CITY OF IMPERIAL BEACH

EXECUTIVE SUMMARY
This Local Transportation Assessment (LTA) has been prepared to evaluate the project-related traffic effects associated with the proposed Raising Cane’s project in the City of Imperial Beach. This LTA has been conducted in coordination with the City of Imperial Beach and in accordance with the City of Imperial Beach Transportation Impact Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 2020).

The project has been evaluated during the weekday midday peak and evening peak hours for the following conditions:
· Existing Conditions
· Existing Plus Project
· Opening Year 2023 (Existing + Ambient Growth + Cumulative Projects) · Opening Year 2023 Plus Project
Under Existing Conditions, all study intersections currently operate at an acceptable Level of Service (LOS).

The project is estimated to generate approximately 1,097 net new vehicle trips on a daily basis, 52 net new trips during the midday peak hour, and 52 net new trips during the PM peak hour.

Project-related traffic volumes were added to Existing Conditions to establish the conditions for the Existing Plus Project scenario. With the addition of project traffic to Existing Conditions, all study intersections would continue to operate at an acceptable LOS.

An annual ambient growth rate of 2% and cumulative project traffic were added to Existing Conditions to develop Opening Year 2023 Cumulative without Project forecasts.

Under Opening Year 2023 Cumulative, all study intersections would continue to operate at an acceptable LOS.

Project-related traffic volumes were added to Opening Year 2023 Cumulative forecasts to establish the conditions for the Opening Year 2023 Cumulative Plus Project scenario. With the addition of project traffic to Opening Year 2023 Cumulative forecasts, all study intersections would continue to operate at an acceptable LOS.

Imperial Beach Raising Cane’s Project - 2 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022
Vehicular access provisions for the project site would be provided via one existing full-movement driveway on Ninth Street and one existing right-in-right-out (RIRO) only driveway on Palm Avenue.

All project driveways would be unsignalized.

The proposed project would provide a drive-through lane with two order boards. The drive-through would provide two side-by-side entry lanes to the dual order boards, and then merge into a single drive-through lane prior to the pay and pick-up windows. The proposed project would provide a total drive-through queue length of approximately 200 feet, for a drive-through queueing capacity of 10 vehicles, assuming 20 feet per vehicle, from the beginning of the drive-through lanes to the pick-up window.

Under peak drive-through conditions, the project would allow for an additional pay and pick-up lane, which would provide an additional queue length of 100 feet, or 5 vehicles. Overall, the project site provides a total queuing capacity of 300 feet, for a drive-through queuing capacity of 15 vehicles.

Per the City of Imperial Beach Municipal code, the proposed parking requirement for the project is 21 parking spaces. The site provides 16 parking spaces; therefore, the site would have a deficit of 5 parking spaces compared to City code.

A parking study was conducted to determine whether or not the proposed parking supply will adequately accommodate the parking demands of the project.

Parking data was collected at two comparable Raising Cane’s sites, from 11:00 AM to 1:00 PM and 4:00 PM to 6:00 PM on a typical weekday, and weekend.

Based on the parking data collected, the peak parking demand was observed to be 7.378 parking spaces per thousand square feet (KSF) of restaurant development.

Applying the peak observed parking ratio of 7.378 spaces per KSF to the proposed project would result in a parking requirement of 14 spaces.

Based on the parking analysis, the proposed parking supply will adequately accommodate the parking demands of the Raising Cane’s project.

Imperial Beach Raising Cane’s Project - 3 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022

LOCAL TRANSPORTATION ASSESSMENT

FOR THE PROPOSED
RAISING CANE’S PROJECT

IN THE CITY OF IMPERIAL BEACH

INTRODUCTION
This Local Transportation Assessment (LTA) has been prepared to evaluate the project-related traffic effects associated with the proposed Raising Cane’s fast-food restaurant located on the northeast corner of Ninth Street and Palm Avenue in the City of Imperial Beach.

This study has been conducted in coordination with the City of Imperial Beach and in accordance with the City of Imperial Beach Transportation Impact Guidelinesfor Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 2020). This study includes an evaluation of project-related effects on the surrounding roadway system, a drive-through queuing analysis, and a parking analysis.

Where necessary, circulation system improvements have been identified at study locations.

PROJECT DESCRIPTION
The project site is located on the northeast corner of Ninth Street and Palm Avenue in the City of Imperial Beach and is shown in its regional setting in Figure 1. The project site is currently occupied by an approximately 4,867-square-foot bank building. The project will involve the demolition of the existing commercial bank building and the construction of a 1,918-square-foot Raising Cane’s restaurant building with a drive-through. The operating hours for walk-in and drive-through service will be from 9:00 am to 3:30 am Monday through Sunday. The project site plan is provided in Figure

2. Vehicular access provisions for the project site would be provided via one existing full-movement driveway on Ninth Street and one existing right-in-right-out (RIRO) only driveway on Palm Avenue.

All project driveways would be unsignalized.

The proposed project would provide a drive-through lane with two order boards. The drive-through would provide two side-by-side entry lanes and two order boards, and then merge into a single drivethrough lane prior to the pay and pick-up window. Under peak drive-through conditions, the project would allow for an additional pay and pick-up lane.

PALM AVE PALM AVE

NINTH ST

SEVENTH ST SILVER STRAND BLVD CALLA AVE

DELAWARE ST DONAX AVE PROJECT SITE
- 4 - NOT TO SCALE FIGURE 1 VICINITY MAP Page 238 of 574 PALM AVE NINTH ST - 5 -
FIGURE 2

PROJECT SITE PLAN

NOT TO SCALE

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Local Transportation Assessment July 2022

LEVEL OF SERVICE (LOS) ANALYSIS
This LTA has been prepared in coordination with the City of Imperial Beach and in accordance with the City of Imperial Beach Transportation Impact Guidelinesfor Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 2020).

Analysis Scenarios
The project will be evaluated for the following conditions:
· Existing Conditions
· Existing Plus Project
· Opening Year 2023 (Existing + Ambient Growth + Cumulative Projects) · Opening Year 2023 Plus Project
Since Raising Cane’s is not open during the morning peak hour, the intersection analysis will be conducted for the midday and evening peak hours only.

Study Locations
The LTA will be conducted at the following study intersections:

1. Palm Avenue at Ninth Street
D1. Palm Avenue at Project Driveway 1
D2. Ninth Street at Project Driveway 2
The study locations were established in consultation with City staff through the Scoping Agreement process. A copy of the approved Scoping Agreement is provided in Appendix A.

Analysis Methodology
Peak hour intersection operations at signalized and unsignalized intersections were evaluated using the methods prescribed in the Highway Capacity Manual (HCM) 6th Edition, consistent with the requirements of the City of Imperial Beach.

For signalized intersections, the HCM methodology estimates the average delay (in average seconds per vehicle) for each of the movements through the intersection, considering a number of factors, including number of lanes, volume of traffic, cycle length, and signal timing and phasing.

For unsignalized intersections, the HCM methodology analysis determines the average total delay for each vehicle making any movement from the stop-controlled minor street, as well as left turns from the major street. Delay values are calculated based on the relationship between traffic on the major street and the availability of acceptable gaps in the traffic stream through which conflicting traffic movements can be made.

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Local Transportation Assessment July 2022
The HCM delay forecast translates to a Level of Service designation, ranging from LOS A to LOS F. A summary description of each Level of Service and the corresponding delay is provided in the following chart.

LEVEL OF SERVICE DESCRIPTIONS

HCM METHODOLOGY
LOS
Average Delay
(sec / vehicle) Description
Signalized Unsignalized
A < 10.0 < 10.0 LOS A represents free flow. Individual users are virtually unaffected by the presence of others in the traffic stream.

B > 10.0 - 20.0 > 10.0 - 15.0
LOS B represents stable flow, but the presence of others in the traffic stream begins to be noticeable. Freedom to select desired speeds is relatively unaffected, but there is a slight decline in the freedom to maneuver.

C > 20.0 - 35.0 > 15.0 - 25.0
LOS C is in the range of stable flow but marks the beginning of operation in which individual users become affected by interaction with others in the traffic stream.

D > 35.0 - 55.0 > 25.0 - 35.0
LOS D represents high-density, but stable flow. Speed and freedom to maneuver are restricted, and the driver
experiences a generally poor level of comfort and
convenience.

E > 55.0 - 80.0 > 35.0 - 50.0
LOS E represents operating conditions at or near the capacity of the intersection. All speeds are reduced to a low, but relatively uniform level. Small increases in flow will cause breakdowns in traffic movement.

F > 80.0 > 50.0
LOS F represents forced, or breakdown flow. This condition occurs when the amount of traffic approaching the
intersection exceeds the volume which can pass through the intersection, resulting in queues and congestion.

Performance Criteria
The City of Imperial Beach Level of Service standard for intersection operation is Level of Service D or better. If the project traffic causes operations at an intersection to go from acceptable to unacceptable, the project would have a significant effect at the intersection.

Imperial Beach Raising Cane’s Project - 8 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022

AREA CONDITIONS
Existing Street System
Regional access to the site is provided by the Interstate 5 Freeway (I-5), located approximately a half mile east of the project site. The following provides a description of the roadways providing access to the project site.

Palm Avenue is an east-west roadway that provides three lanes in each direction within the project vicinity. The posted speed limit is 40 mph. On-street parking is permitted on both sides of the street, east of Ninth Street. Palm Avenue is designated as an Arterial Thoroughfare in the City of Imperial Beach General Plan.

Ninth Street is a north-south roadway that provides two lanes in each direction within the project vicinity. The posted speed limit is 35 mph. On-street parking is permitted on both sides of the street.

Ninth Street is designated as a Multimodal Boulevard in the City of Imperial Beach General Plan.

Transit Service
Transit service to the project area is provided by the San Diego Metropolitan Transit System (MTS), which serves San Diego County. The bus stop closest to the project site is located at the intersection of Palm Avenue and Ninth Street. A description of the bus routes serving the project area is provided below.

MTS Route 933/934 (Otay Mesa to Imperial Beach) operates between Otay Mesa and Imperial Beach along Palm Avenue. Route 933/934 operates Monday through Friday from approximately 4:40 AM to 12:30 AM with approximately 15-minute headways, Saturday from approximately 5:00 AM to 12:30 AM with approximately 30-minute headways, and Sunday from approximately 5:15 AM to 9:24 PM with approximately 1-hour headways.

MTS Route 901 (Imperial Beach to Downtown San Diego) operates between Imperial Beach and Downtown San Diego along Silver Strand Boulevard. Route 901 operates Monday through Friday from approximately 4:20 AM to 12:15 AM with approximately 15-minute headways, Saturday from approximately 5:15 AM to 12:15 AM with approximately 30-minute headways, and Sunday from 5:15 AM to 9:00 PM with approximately 1-hour headways.

Imperial Beach Raising Cane’s Project - 9 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022

EXISTING OPERATING CONDITIONS
Existing Traffic Volumes
Existing midday and evening peak hour turning movement counts for the study intersections were collected in February 2022. Existing lane configurations and traffic volumes are presented on Figures 3 and 4, respectively. Peak hour intersection traffic count worksheets are provided in Appendix B.

Peak Hour Intersection Operations
Intersection Level of Service analysis was conducted for the midday peak hour and PM peak hour using the analysis procedures and assumptions described previously in this report. The results of the intersection analysis for Existing Conditions are shown on Table 1. Review of this table indicates all study intersections currently operate at an acceptable Level of Service. Intersection analysis worksheets are provided in Appendix C.

PALM AVE NINTH ST

PROJECT SITE
- 10 -
LEGEND:
= Study Intersection
= Turn or Through Lane
= Signal
= Stop Sign
FIGURE 3

EXISTING LANE CONFIGURATION

AND TRAFFIC CONTROL

1. Palm Avenue at
Ninth Street
D1. Palm Avenue at
Project Driveway 1
D2. Ninth Street at
Project Driveway 2

NOT TO SCALE

PALM AVE NINTH ST

PROJECT SITE
FIGURE 4

EXISTING TRAFFIC VOLUMES
= MD/PM Peak Hour
Turning Movement
Volumes
LEGEND:
= Study Intersection

1. Palm Avenue at
Ninth Street
D1. Palm Avenue at
Project Driveway 1

NOT TO SCALE
- 11 -
D2. Ninth Street at
Project Driveway 2

Traffic
Int. # Intersection Control Delay LOS Delay LOS
1 Palm Avenue at Ninth Street S 23.7 C 23.7 C
Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

TABLE 1

SUMMARY OF INTERSECTION OPERATION

EXISTING CONDITIONS
MD Peak Hour PM Peak Hour
Imperial Beach Raising Cane's Project
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July 2022

Imperial Beach Raising Cane’s Project - 13 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022

PROJECT TRAFFIC
Project Trip Generation
Trip generation estimates for the existing and proposed uses are based on the SANDAG Brief Guide of Vehicular Traffic Generation rate for the San Diego Region (April 2002). Pass-by reduction factors were applied to the existing and proposed land uses.

The trip generation rates and the resulting trip generation estimates for the proposed Raising Cane’s project are summarized on Table 2. After applying pass-by reduction factors, the project is estimated to generate approximately 1,097 net new vehicle trips on a daily basis, 52 net new vehicle trips during the midday peak hour, and 52 net new vehicle trips during the PM peak hour.

Trip Distribution and Assignment
Trip distribution assumptions for the project were based on proximity to regional and local roadways and existing travel patterns. Trip distribution percentages at each study intersection were applied to the project trip generation to determine the project trips through each intersection. The project trip distribution and resulting project-related peak hour trips to be added to the surrounding street system are shown on Figure 5.

EXISTING PLUS PROJECT CONDITION
This section addresses the potential effects associated with adding project-related trips to Existing Condition traffic volumes. The Existing Plus Project scenario is a hypothetical scenario which assumes that the Project would be fully implemented at the present time, with no other changes to area traffic volumes or to the street network serving the site. This analysis assumes full development of the Project and full absorption of Project traffic on the circulation system at the present time.

Peak Hour Intersection Operations
Project-related trips were added to existing traffic volumes to develop forecasts for the Existing Plus Project scenario. The resulting midday peak hour and PM peak hour traffic volumes are shown on Figure 6. The results of the intersection analysis for Existing Plus Project conditions are shown on Table 3. Review of this table indicates all study intersections would continue to operate at an acceptable Level of Service. Intersection analysis worksheets are provided in Appendix C.

TABLE 2

SUMMARY OF PROJECT TRIP GENERATION

IMPERIAL BEACH RAISING CANE'S
Trip Generation Rates 1
SANDAG Midday Peak Hour 2 PM Peak Hour
Land Use Code Unit Daily In Out Total In Out Total
Bank with Drive-Through 222 KSF 200.000 6.000 4.000 10.000 10.000 10.000 20.000 Fast-Food Restaurant w/ Drive-thru 396 KSF 650.000 22.750 22.750 45.500 22.750 22.750 45.500 Trip Generation Estimates
Midday Peak Hour PM Peak Hour
Land Use Quantity Unit Daily In Out Total In Out Total
Bank with Drive-Through 4.867 KSF 974 29 20 49 49 49 97 Pass-by Trips (23% Daily; 25% MD; 25% PM) 3
-224 -7 -5 -12 -12 -12 -24
Total Existing Trips 750 22 15 37 37 36 73
Fast-Food Restaurant w/ Drive-thru 1.918 KSF 1,247 44 44 87 44 44 87 Pass-by Trips (12% Daily; 40% MD; 40% PM) 3
-150 -18 -18 -35 -18 -18 -35
Total Net Trips for Proposed Conditions 1,097 26 26 52 26 26 52 Net Difference (Proposed Minus Existing) 347 4 12 16 -10 -10 -21

EXISTING USE

PROPOSED USE
1 Source: SANDAG Brief Guide of Vehicular Traffic Generation rates for the San Diego Region 2 AM Peak Hour of Generator average rate used for Midday Peak Hour 3 Source: SANDAG Brief Guide of Vehicular Traffic Generation rates for the San Diego Region Imperial Beach Raising Cane's Project
Local Transportation Assessment - 14 -
Kimley-Horn and Associates, Inc.

PALM AVE NINTH ST

PROJECT SITE
XX% = Project Trip
10%
40%
25%
25%
= MD/PM Peak Hour
Turning Movement
Volumes
LEGEND:
= Study Intersection

1. Palm Avenue at
Ninth Street
D1. Palm Avenue at
Project Driveway 1
Distribution
FIGURE 5

TRIP DISTRIBUTION AND

PROJECT-RELATED TRAFFIC VOLUMES

NOT TO SCALE
- 15 -
D2. Ninth Street at
Project Driveway 2

Int. # Intersection Delay LOS Delay LOS Delay LOS Delay LOS 1 Palm Avenue at Ninth Street 23.7 C 24.8 C 1.1 No 23.7 C 25.0 C 1.3 No D1 Palm Avenue at Project Driveway 1 - - 13.7 B - No - - 13.0 B - No D2 Ninth Street at Project Driveway 2 - - 11.5 B - No - - 11.4 B - No - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

EXISTING PLUS PROJECT CONDITIONS

SUMMARY OF INTERSECTION OPERATION
Without Project With Project
MD Peak Hour PM Peak Hour
Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service ProjectRelated
Effect?
Change
Delay
Change
Delay
ProjectRelated
Effect?
TABLE 3
Without Project With Project
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July 2022

PALM AVE NINTH ST

PROJECT SITE
= MD/PM Peak Hour
Turning Movement
Volumes
LEGEND:
= Study Intersection

1. Palm Avenue at
Ninth Street
D1. Palm Avenue at
Project Driveway 1
FIGURE 6

EXISTING PLUS PROJECT TRAFFIC

VOLUMES

NOT TO SCALE
- 17 -
D2. Ninth Street at
Project Driveway 2

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Local Transportation Assessment July 2022
OPENING YEAR 2023 CONDITIONS
The project Opening Year is anticipated to be 2023. Opening Year 2023 Cumulative traffic forecasts have been developed by adding an ambient growth rate of two percent per year to existing traffic volumes. In addition to ambient growth, traffic from Cumulative Projects in the project vicinity were added to the Opening Year forecasts to develop Opening Year 2023 Cumulative conditions.

Cumulative Projects consist of any project that has been approved and is not yet occupied, and projects that are in various stages of the application and approval process but have not yet been approved.

Information regarding Cumulative Projects in the area was obtained using nearby traffic studies. A summary of Cumulative Projects, including associated trip generation is provided in Table 4. The trip generation estimates for the Cumulative Projects were obtained from approved traffic studies, where available and were developed by Kimley-Horn if approved traffic studies were not available.

The locations of the Cumulative Projects are shown on Figure 7.

Trip distribution and assignment for the Cumulative Projects were obtained from approved traffic studies, where available; and were developed by Kimley-Horn if approved traffic studies were not available. Traffic volumes associated with the Cumulative Projects were compiled for each of the study intersections and are shown on Figure 8. The Cumulative Projects traffic volumes were added to the Opening Year 2023 traffic volumes. The resulting traffic volumes for Opening Year 2023 Cumulative conditions are shown on Figure 9.

Peak Hour Intersection Operations
The results of the Opening Year 2023 Cumulative peak hour intersection analysis are summarized on Table 5. Review of this table shows that, with the addition of ambient growth and cumulative traffic, all study intersections would continue to operate at an acceptable Level of Service under Opening Year 2023 Cumulative conditions. Intersection analysis worksheets are provided in Appendix C.

OPENING YEAR 2023 PLUS PROJECT CONDITIONS
Project-related traffic volumes for the project were added to the Year 2023 forecasts to develop Year 2023 Plus Project traffic forecast volumes. The resulting traffic volumes are shown on Figure 10.

Peak Hour Intersection Operations
The results of the Opening Year 2023 Cumulative Plus Project peak hour intersection analysis are shown on Table 6. Review of this table indicates that, with the addition of project traffic, all study intersections would continue to operate at an acceptable Level of Service. Intersection analysis worksheets are provided in Appendix C.

Trip Generation Estimates
Proj # Description Land Use
In Out Total In Out Total
1 Navy Coastal Campus Military -- N/A 1,250 98 10 108 22 89 111 2 IB Resort Hotel 100 Room 1,000 36 24 60 48 32 80
3 684-686 Ocean Lane Single-Family Dwelling Units 2.000 DU 20 1 1 2 1 1 2 4 812 Ocean Lane Single-Family Dwelling Units 2 DU 20 1 1 2 1 1 2 5 Hampshire at Bayside Landing Multi-Family Dwelling Units 187 DU 222 4 14 18 14 6 20 6 Breakwater Commercial Center Hotel 101 Room 909 29 44 73 49 33 82 7 1166 Holly Avenue Single-Family Dwelling Units 15.000 DU 150 4 8 12 10 5 15 8 805 Ocean Lane Restaurant 1 KSF 144 1 1 2 8 4 12
9 495 Palm Avenue Single-Family Dwelling Units 10 DU 100 2 6 8 7 3 10 10 236 Palm Avenue Mixed-Use -- N/A 197 4 8 12 12 8 20
11 Siesta Residential Multi-Family Dwelling Units 65.000 DU 340 8 27 35 20 14 34 12 740 Palm Avenue Mixed-Use -- N/A 278 4 8 12 12 8 20
13 Blue Wave IB Mixed-Use -- N/A 1,316 23 43 66 75 38 113 Total Project Trips 5,946 215 195 410 279 242 521
DU = Dwelling Unit, KSF = 1,000 square feet, FP = Fueling Position TABLE 4

SUMMARY OF CUMULATIVE PROJECTS
Quantity Units AM Peak Hour PM Peak Hour
Daily
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July 2022

PALM AVE PALM AVE

NINTH ST

SEVENTH ST SILVER STRAND BLVD CALLA AVE

DELAWARE ST DONAX AVE PROJECT SITE
- 20 - FIGURE 7 LOCATION OF CUMULATIVE PROJECTS NOT TO SCALE Page 254 of 574

PALM AVE NINTH ST

PROJECT SITE
FIGURE 8

CUMULATIVE PROJECT TRAFFIC

VOLUMES
= MD/PM Peak Hour
Turning Movement
Volumes
LEGEND:
= Study Intersection

1. Palm Avenue at
Ninth Street
D1. Palm Avenue at
Project Driveway 1

NOT TO SCALE
- 21 -
D2. Ninth Street at
Project Driveway 2

PALM AVE NINTH ST

PROJECT SITE
FIGURE 9
OPENING YEAR 2023 TRAFFIC

VOLUMES
= MD/PM Peak Hour
Turning Movement
Volumes
LEGEND:
= Study Intersection

1. Palm Avenue at
Ninth Street
D1. Palm Avenue at
Project Driveway 1

NOT TO SCALE
- 22 -
D2. Ninth Street at
Project Driveway 2

Traffic
Int. # Intersection Control Delay LOS Delay LOS
1 Palm Avenue at Ninth Street S 23.5 C 24.6 C
Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

TABLE 5

SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2023
MD Peak Hour PM Peak Hour
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July 2022

PALM AVE NINTH ST

PROJECT SITE
FIGURE 10
OPENING YEAR 2023 PLUS PROJECT

TRAFFIC VOLUMES
= MD/PM Peak Hour
Turning Movement
Volumes
LEGEND:
= Study Intersection

1. Palm Avenue at
Ninth Street
D1. Palm Avenue at
Project Driveway 1

NOT TO SCALE
- 24 -
D2. Ninth Street at
Project Driveway 2

Int. # Intersection Delay LOS Delay LOS Delay LOS Delay LOS 1 Palm Avenue at Ninth Street 23.5 C 24.6 C 1.1 No 24.6 C 26.3 C 1.7 No D1 Palm Avenue at Project Driveway 1 - - 15.0 B - No - - 13.8 B - No D2 Ninth Street at Project Driveway 2 - - 11.8 B - No - - 11.7 B - No TABLE 6

SUMMARY OF INTERSECTION OPERATION
OPENING YEAR 2023 PLUS PROJECT
MD Peak Hour PM Peak Hour
Without Project With Project
Change
Delay
ProjectRelated
Effect?
Without Project With Project
Change
Delay
ProjectRelated
Effect?
Notes:
- Bold values indicate intersections operating at an unacceptable Level of Service - Delay values for unsignalized intersections represent the average vehicle delay on the worst (highest delay) intersection approach.

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July 2022

Imperial Beach Raising Cane’s Project - 26 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022

RECOMMENDED IMPROVEMENTS
Based on the Level of Service standards and requirements for improvements noted earlier in the report (see page 7), no improvements are required for the project.

DRIVE-THROUGH QUEUING ANALYSIS
The City has requested that a drive-through (DT) queuing analysis be conducted for the proposed project, to evaluate the adequacy of the drive-through lane queuing capacity.

The opening to the drive-through lane would be located at the northeastern corner of the proposed building, and the drive-through lane would wrap around the north and west sides of the building in a counter-clockwise direction. The drive-through would provide two side-by-side entry lanes and two order boards, which would allow Raising Cane’s to take orders from two customers at the same time. After the order boards, the two lanes would merge into a single drive-through lane prior to the pay and pick-up window.

There will be approximately 100 feet (approximately 50 feet per lane) of total queuing capacity from the drive-through entrance to the two order boards and approximately 100 feet from the order boards to the pick-up window. This would provide a total drive-through queue length of approximately 200 feet, for a drive-through queueing capacity of 10 vehicles, assuming 20 feet per vehicle, from the beginning of the drive-through lanes to the pay and pick-up window.

Under peak drive-through conditions, the project site would allow for an additional pay and pick-up lane, which would provide an additional queue length of 100 feet, or 5 vehicles. Overall, the project site would provide a total queuing capacity of 300 feet, for a drive-through queuing capacity of 15 vehicles.

Queuing Data Collection
Based on correspondence with City staff, drive-through queuing observations and counts were conducted at the following existing drive-through Raising Cane’s sites in February 2022:
· City of Santee: 8867 Cuyamaca Street (~4,473 SF; DT Lane Capacity: 24 vehicles) · City of San Diego: 8223 Mira Mesa Boulevard (~3,975 SF; DT Lane Capacity: 18 vehicles) These sites were selected for queuing data collection because of the following site characteristics that are similar to the proposed project:
· A Raising Cane’s restaurant with a drive-through lane · Located in San Diego County
· Located adjacent to or within a large commercial center

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Local Transportation Assessment July 2022
The drive-through activity was observed during the following times for the Raising Cane’s sites on a typical weekday and Saturday:
· 11:00 AM – 2:00 PM (lunchtime)
· 4:00 PM – 7:00 PM (commute peak hour/dinnertime)
A copy of the queuing data collection worksheets is provided in Appendix D.

The results of the observations for a typical weekday and Saturday are summarized on Tables 7 and 8, respectively. The data summaries on Tables 7 and 8 present the number of vehicles in the drivethrough lane, broken down into 15-minute periods, based on the observed average queue, 85th percentile queue, and the peak queue for each of the data collection periods.

Queuing Observations
The queuing activity was observed to vary with an ebb and flow pattern throughout the data collection periods. The following vehicle movement and queuing observations of the drive-through operations at the study locations were made:

Santee Site
· The peak 15 minutes during the weekday lunch-time peak was from 1:00 PM to 1:15 PM, with an average queue of 18 vehicles and a peak queue of 21 vehicles. · The peak 15 minutes during the weekday dinner-time peak was from 5:45 PM to 6:00 PM, with an average queue of 23 vehicles and a peak queue of 28 vehicles. · The peak 15 minutes during the Saturday lunch-time peak was from 12:30 PM to 12:45 PM, with an average queue of 23 vehicles and a peak queue of 26 vehicles. · The peak 15 minutes during the Saturday dinner-time peak was from 6:15 PM to 6:30 PM, with an average queue of 20 vehicles and a peak queue of 23 vehicles.

San Diego Site
· The peak 15 minutes during the weekday lunch-time peak was from 1:00 PM to 1:15 PM, with an average queue of 13 vehicles and a peak queue of 16 vehicles. · The peak 15 minutes during the weekday dinner-time peak was from 5:45 PM to 6:00 PM, with an average queue of 15 vehicles and a peak queue of 16 vehicles. · The peak 15 minutes during the Saturday lunch-time peak was from 12:45 PM to 1:00 PM, with an average queue of 11 vehicles and a peak queue of 15 vehicles. · The peak 15 minutes during the Saturday dinner-time peak was from 5:00 PM to 5:15 PM, with an average queue of 8 vehicles and a peak queue of 12 vehicles.

Santee San Diego Santee San Diego Santee San Diego
Lunch
11:00-11:15 AM 3.9 3.9 6.0 5.8 7 7
11:15-11:30 AM 10.4 11.4 15.0 13.0 16 14
11:30-11:45 AM 14.4 12.5 15.9 15.0 17 16
11:45-12:00 PM 16.0 10.5 17.9 12.9 18 16
12:00-12:15 PM 15.5 11.1 17.0 13.0 18 14
12:15-12:30 PM 15.7 12.7 16.9 14.0 18 15
12:30-12:45 PM 15.9 11.4 16.9 14.9 19 15
12:45-1:00 PM 15.7 5.7 18.8 7.9 19 9
1:00-1:15 PM 18.3 13.4 20.9 15.0 21 16
1:15-1:30 PM 14.9 10.1 17.0 13.9 19 16
1:30-1:45 PM 11.9 5.3 15.0 7.0 16 7
1:45-2:00 PM 8.5 5.6 10.9 7.0 14 8
Highest Value 18.3 13.4 20.9 15.0 21 16
Dinner
4:00-4:15 PM 2.4 12.0 3.8 13.0 7 14
4:15-4:30 PM 6.3 8.4 8.9 13.9 12 15
4:30-4:45 PM 11.3 1.1 13.0 2.0 14 3
4:45-5:00 PM 10.6 1.4 12.0 2.9 15 5
5:00-5:15 PM 13.5 6.9 15.9 9.0 16 10
5:15-5:30 PM 15.6 10.1 18.9 11.0 20 13
5:30-5:45 PM 17.3 13.1 20.9 15.0 22 16
5:45-6:00 PM 22.9 14.9 25.0 16.0 28 16
6:00-6:15 PM 18.4 13.4 19.9 15.9 21 16
6:15-6:30 PM 19.0 7.8 20.9 9.0 22 10
6:30-6:45 PM 19.3 7.1 21.9 8.0 23 9
6:45-7:00 PM 21.5 8.1 23.0 9.0 23 10
Highest Value 22.9 14.9 25.0 16.0 28 16
Notes: ¹ 85th percentile = The queue will be less than the queue shown 85% of the time.

TABLE 7

SUMMARY OF DRIVE-THROUGH QUEUING DATA COLLECTION
RAISING CANE'S - TYPICAL WEEKDAY
AVERAGE, 85TH PERCENTILE, AND PEAK QUEUES
Number of Drive-through Vehicles in the Queue
Time Period Average Queue 85th %-ile ¹ Queue Peak Queue Imperial Beach Raising Cane's Project
Local Transportation Assessment - 28 -
Kimley-Horn and Asociates, Inc.

Santee San Diego Santee San Diego Santee San Diego
Lunch
11:00-11:15 AM 10.0 3.0 13.5 4.8 16 7
11:15-11:30 AM 14.4 5.3 18.0 6.0 19 7
11:30-11:45 AM 18.3 2.3 21.9 4.9 23 5
11:45-12:00 PM 20.5 3.6 21.0 4.0 22 6
12:00-12:15 PM 16.9 6.4 19.0 7.9 22 9
12:15-12:30 PM 20.7 6.9 22.0 9.0 22 9
12:30-12:45 PM 22.9 5.9 25.0 8.0 26 9
12:45-1:00 PM 23.1 10.5 24.0 12.9 25 15
1:00-1:15 PM 22.6 10.7 24.0 11.9 25 13
1:15-1:30 PM 21.5 11.3 23.0 12.0 26 12
1:30-1:45 PM 22.3 6.4 24.0 8.9 25 9
1:45-2:00 PM 19.9 7.4 22.0 9.0 23 10
Highest Value 23.1 11.3 25.0 12.9 26 15
Dinner
4:00-4:15 PM 14.1 8.1 15.0 10.0 16 10
4:15-4:30 PM 15.5 4.7 16.0 7.0 17 8
4:30-4:45 PM 11.7 3.8 14.0 6.0 15 7
4:45-5:00 PM 17.5 4.2 20.9 5.0 21 6
5:00-5:15 PM 17.8 8.3 20.9 10.8 22 12
5:15-5:30 PM 18.3 4.5 20.9 7.0 21 7
5:30-5:45 PM 11.3 5.1 13.9 9.9 17 11
5:45-6:00 PM 19.1 9.5 20.0 10.9 21 11
6:00-6:15 PM 20.1 8.1 21.0 9.0 22 10
6:15-6:30 PM 20.3 4.2 22.0 6.9 23 7
6:30-6:45 PM 19.8 4.3 21.0 6.8 22 10
6:45-7:00 PM 18.9 5.3 20.0 6.0 20 8
Highest Value 20.3 9.5 22.0 10.9 23 12
Notes: ¹ 85th percentile = The queue will be less than the queue shown 85% of the time.

TABLE 8

SUMMARY OF DRIVE-THROUGH QUEUING DATA COLLECTION
RAISING CANE'S - TYPICAL WEEKEND
AVERAGE, 85TH PERCENTILE, AND PEAK QUEUES
Time Period
Number of Drive-through Vehicles in the Queue
Average Queue 85th %-ile ¹ Queue Peak Queue
Imperial Beach Raising Cane's Project
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Local Transportation Assessment July 2022
General Observations
· At the Raising Cane’s sites, spillovers outside the drive-through lane opening were observed to occur occasionally and to last briefly.
· Some customers were observed to pull into the site; evaluate the wait time, based on the vehicle queue; and choose to park and go into the building, rather than join the existing queue. · Based on the drive-through queuing data, the average of the peak observed queues at both sites would be 20 vehicles and the average of the maximum peak queue at both sites would be 22 vehicles. The proposed site would have a drive-through queuing capacity of 15 vehicles. · The site would have an additional on-site queuing capacity of 145 feet in the drive aisle connecting to Palm Avenue, and 120 feet in the drive aisle connecting to Ninth Street, resulting in an additional on-site queuing capacity of 265 feet, or 13 vehicles, assuming 20 feet per vehicle.
· The project site would have an on-site queuing capacity of 28 vehicles; therefore, the proposed capacity would be able to accommodate the expected peak demand. · Spillover queuing may impact site ingress/egress, traffic circulation through the site, and temporarily block access to parking spaces. It is recommended that Raising Cane’s work with the City to develop a Traffic Management Plan (TMP) to manage drive-through queuing during peak operating conditions.

Side-by-Side Operational Features
The proposed side-by-side configuration would begin with a two drive-through lanes at the northeast corner of the building. Each drive-through lane would have its own order board. After the order boards, the two lanes would merge back into one lane for the pay and pick-up window.

While regular customers who are familiar with the menu choices typically would complete the order part of the process in less than the average time, infrequent or new customers are more likely to dwell at the menu board before making their choices, slowing down the process for everyone behind them. As a result, the order board is considered to be the most significant bottleneck in the drivethrough process.

The side-by-side ordering configuration, as proposed by Raising Cane’s, would provide two lanes with a separate order board for each lane. This will increase the number of customers processed through the order board portion of the drive-through, and “keep the line moving” even if one customer takes a longer-than-average time to make their menu selections, allowing the restaurant to continue to take and complete orders from the other order lane.

Imperial Beach Raising Cane’s Project - 31 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022
The newest customer to arrive at the drive-through entrance will naturally choose the empty lane or the shorter line, so that one customer who takes a longer time to order at one order board can be by-passed, thereby not holding up the entire drive-through line.

With the added efficiency of having two order boards and the ability to by-pass customers taking a longer-than-average time to order at the other order board, the service rate would increase, compared to a single order board, as more orders can be processed. The cooks would receive the orders at a more efficient rate, which allows them to continue cooking the food, rather than waiting for the slower customer to finish ordering. Because of added efficiency in the cooking area, the efficiency at the pick-up window would increase, compared to a single drive-through lane, because the food would be processed by the cooking area at a more efficient rate.

Unique Features
Raising Cane’s implements hand-held ordering which involves an employee using a hand-held tablet to take orders and payments in the line ahead of the order window. Hand-held ordering can be executed with three to five employees during the peak time periods. Employees will “leapfrog” one another in the drive-through lane, allowing orders to come in twice as fast. Hand-held ordering ensures accuracy of orders, allows more time for the kitchen to prepare the order prior to the customer reaching the pick-up window, and removes the payment process at the window. In addition to hand-held ordering Raising Cane’s has implemented mobile ordering which helps to manage the drive-through queue.

Other unique features that assist Raising Cane’s with processing vehicles efficiently through the drive-through include the following:
· A focused menu with limited items allows for efficient ordering · On-site cameras that allow Raising Cane’s to start preparing more food once they see vehicles parking or pulling into the drive-through
The unique features noted above allow Raising Cane’s to process vehicles and prepare orders more efficiently, increases the number of customers that can be processed at the drive-through and decreases the amount of time customers spend in the drive-through.

ON-SITE PARKING ASSESSMENT
The proposed Project would provide 11 standard parking spaces, 3 of which will be used for mobile curbside pick-up, 3 EV/Vanpool parking spaces with EV charging stations, and 2 accessible parking spaces for a total of 16 parking spaces. The City of Imperial Beach Municipal Code Section 19.48.050 “Off-Street Parking – Required spaces – Standalone commercial and other uses” outlines the minimum number of parking spaces per square foot by land use. This section of the Municipal Code can be found in Appendix E. These requirements were used to determine the adequacy of the number of parking spaces within the project site and are shown in Table 9.

Imperial Beach Raising Cane’s Project - 32 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022
For drive-through establishments, one parking space is required for each 50 SF of net floor area. The parking analysis was based on the site’s net seating area of 776 SF, resulting in a required number of spaces of 21. The project proposes to provide 16 parking spaces; resulting in a deficit of 5 parking spaces, compared to City code. The following parking analysis has been conducted to determine whether the proposed parking supply will adequately accommodate the parking demands of the project.

PARKING ANALYSIS
Parking Data Collection
To determine the adequacy of the proposed parking supply for the proposed project, parking data was collected at two existing Raising Cane’s restaurants in San Diego County:
· 8867 Cuyamaca Street (Santee Site)
· 8223 Mira Mesa Boulevard (San Diego Site)
These locations were selected because they are within San Diego County, both are comparable in size to the proposed project, and both are located in a similar setting. The Santee Site and San Diego Site restaurant buildings are 4,473 square feet and 3,975 square feet, respectively.

Figure 11 provides an aerial image of the two comparable sites and their respective parking areas.

The Santee Site has a parking supply of 34 spaces. The San Diego Site has a parking supply of 39 spaces.

Parking data collection was conducted in the parking areas of these two sites from 11:00 AM to 2:00 PM and 4:00 PM to 7:00 PM on Thursday, February 10, 2022, and Saturday February 12, 2022. The number of parked cars in each parking lot were counted and tabulated at the start of each hour. The parking data collection worksheets are provided in Appendix F. A summary of the parking data collected at the two sites is provided in Table 10.

Review of the parking data for the Santee Site indicates a peak of 33 parked vehicles at 4:00 PM on Thursday, February 10, 2022.

The parking data for the San Diego Site indicates a peak of 20 parked vehicles at 1:00 PM on Thursday, February 10, 2022.

The two sites exhibited differences in parking accumulation patterns throughout the day, as well as differences in the number of occupied spaces compared to the size of the buildings. The differences in the parking patterns between the two sites could be the result of differences in a number of operating characteristics, size of workforce, shift schedules, etc.

Imperial Beach Raising Cane’s Project - 33 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022
Forecasted Parking Requirement for the Proposed Raising Canes Actual parking demand ratios for the Santee and San Diego sites are derived by dividing the peak number of occupied parking spaces by the square footage of the building, as shown on Table 11. The derived parking ratios ranged between 7.837 parking spaces per thousand square feet (KSF) of building area for the Santee site, and 5.031 spaces per KSF for the San Diego site.

The number of parking spaces forecasted to be needed for the proposed project is then forecasted, based on the parking ratios derived from the collected parking data. Applying the peak observed parking ratio of 7.378 spaces per KSF to the proposed 1,918 square-foot facility would result in a forecasted parking need of 14 spaces. The on-site parking supply of 16 spaces would exceed the forecasted peak parking requirement for the project by 2 spaces, for a parking surplus of 14%. Based on the forecasted peak parking requirement, the proposed parking supply will adequately accommodate the parking demands of the proposed Raising Cane’s project.

- 34 - FIGURE 11 COMPARABLE SITE LOCATIONS NOT TO SCALE SANTEE SITE SAN DIEGO SITE Page 268 of 574 TABLE 9

SUMMARY OF PARKING REQUIREMENTS

IMPERIAL BEACH RAISING CANE'S
Quantity/ Parking Required
Unit Capacity Code 1
Parking
SF 776 0.020 16
Employees 10 0.500 5
TOTAL Parking Required 21
TOTAL Parking Provided 16
Parking Surplus (Deficit) (5)
1 Source: City of Imperial Beach Municipal Code, Section 19.48.050 Building / Use
Restaurant
Imperial Beach Raising Canes Project
Local Transportation Assessment
- 35 - Kimley-Horn and Associates, Inc.

July 2022

Santee San Diego
Parking Supply: 34 Parking Supply: 39
11:00 AM 21 7
12:00 PM 28 9
1:00 PM 30 20
4:00 PM 33 9
5:00 PM 24 8
6:00 PM 27 11
11:00 AM 24 8
12:00 PM 31 15
1:00 PM 26 16
4:00 PM 27 8
5:00 PM 28 14
S
6:00 PM 24 11 aturd
a
y, Fe
bru
ary
12, 2
0 2
2 T
h
ursd
a
y, Fe
bru
ary
10, 2
0 2
2 TABLE 10

IMPERIAL BEACH RAISING CANE'S PROJECT

SUMMARY OF PARKING DATA COLLECTION
Time
Occupied Parking Spaces
Imperial Beach Raising Canes Project
Local Transportation Assessment
- 36 - Kimley-Horn and Associates, Inc.

July 2022

Peak Parking
Demand
Parking Ratio
per KSF
Peak Parking
Demand
Parking Ratio
per KSF

4.473 33 7.378 31 6.930

3.975 20 5.031 16 4.025
Proposed Raising Cane's SF: 1.918
Based on Santee Site Parking Ratio 14 13
TABLE 11

IMPERIAL BEACH RAISING CANE'S PROJECT

OBSERVED PARKING RATIOS AND

PARKING DEMAND FOR PROPOSED PROJECT

OBSERVED PARKING RATIOS
Building Area
(KSF)
Tuesday 5/10 Wednesday 5/11
Santee Site
San Diego Site

FORECASTED PEAK PARKING DEMAND FOR PROPOSED RESTAURANT
Tuesday 5/10 Wednesday 5/11
Parking Surplus (Deficit) 2
Parking Surplus (Deficit) Percentage of Required 14%
Based on San Diego Site Parking Ratio 10 8
Estimated Parking Demand 14
Proposed Parking Supply 16
Imperial Beach Raising Canes Project
Local Transportation Assessment
- 37 - Kimley-Horn and Associates, Inc.

July 2022

Imperial Beach Raising Cane’s Project - 38 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022

SITE ACCESS AND CIRCULATION
Direct vehicular access provisions for the project site would be provided via one existing fullmovement driveway on Ninth Street and one existing right-in-right-out (RIRO) only driveway on Palm Avenue. Parking is accessed from the internal drive aisles. Vehicles have room to maneuver in and out of parking stalls and circulate internally to the site parking. The drive-through entrance and exit are separated from the parking aisle to eliminate potential drive-through queue impacts from blocking parking.

PEDESTRIAN AND BICYCLE CIRCULATION
There is an existing Class II Bike Lane on Palm Avenue east of Ninth Street. There are existing sidewalks along the project frontage and within the project vicinity on Palm Avenue and Ninth Street.

The project plans to provide pedestrian and bicycle access to the site via a proposed ADA walkway that connects directly to the existing sidewalk on Palm Avenue.

VEHICLE MILES TRAVELED (VMT) ANALYSIS
Senate Bill (SB) 743 was approved by the California legislature in September 2013, requiring changes to the California Environmental Quality Act (CEQA) methodology, specifically directing the Governor’s Office of Planning and Research (OPR) to develop alternative metrics to the use of vehicular “level of service” (LOS) for evaluating transportation projects. OPR published the Technical Advisory on Evaluating Transportation Impacts in CEQA (Technical Advisory) in December 2018 providing recommendations for the preparation of transportation impact analysis under SB 743, suggesting Vehicle Miles Traveled (VMT) to replace LOS as the primary measure of transportation impacts.

The project includes a 1,918 square-foot fast-food restaurant with drive-through. The projects listed in Table 7-1 of City of Imperial Beach’s Transportation Impact Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 2020) are presumed to be considered VMT-reducing projects. The projects listed are either locally serving or are based on substantial evidence provided by the Office of Planning and Research (OPR) Technical Advisory Committee supporting SB 743 implementation. The Technical Advisory on Evaluating Transportation Impacts in CEQA (December 2018) identifies that by adding retail opportunities into the urban fabric and thereby improving retail destination proximity, local-serving retail development tends to shorten trips and reduce vehicle miles traveled (VMT).

The City of Imperial Beach Transportation Impact Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 2020) provides guidance on VMT screening criteria for projects.

Imperial Beach Raising Cane’s Project - 39 - Kimley-Horn and Associates, Inc.

Local Transportation Assessment July 2022
The City guidelines specify that a project shall be screened out if it satisfies any of the following criteria:
· Transit Priority Area (TPA) Screening
· Smart Growth Opportunity Area Screening
· Low VMT Area Screening

VEHICLE MILES TRAVELED (VMT) ANALYSIS
Transit Priority Area (TPA) Screening
Projects located within a TPA must be able to access the transit station within a ½ mile walking distance of 6-minute walk continuously without discontinuity of sidewalk or obstructions to the route. Qualifying transit stops means a site containing an existing rail transit station served by either bus or rail transit service, or the intersection of two or more major bus routes with a frequency of service interval of 15 minutes or less during the morning and afternoon peak commute periods (OPR, 217). A high-quality transit corridor may also be considered if a corridor with fixed route bus service intervals no longer than 15 minutes during peak commute hours (OPR, 2017). Based on the Transit Priority Area (TPA) map provided in Appendix B of the City’s guidelines, the project is located within a TPA, therefore, the TPA Screening threshold is met.

Smart Growth Opportunity Area Screening
Based on the Smart Growth Opportunity Area map provided in Appendix B of the City’s guidelines, the project is located within a Mixed-Use Transit Corridor of the Smart Growth Opportunity Area, therefore, the Smart Growth Opportunity Area Screening is met.

Low VMT Area Screening
A project can be identified as being located in a Low VMT Area if the project is located in an area with a regional mean of less than 85%. Review of the SANDAG VMT Screening Map indicates the project is located in an area with a regional mean of 86%, therefore, the Low VMT Area Screening is not met.

Generally, retail development including stores less than 50,000 square feet is considered local serving. The proposed project is less than 50,000 square feet and is not anticipated to lead to longer trips; thus, reducing VMT.

Based on the project being located in a Transit Priority Area, Smart Growth Opportunity Area, as well as being considered local serving retail, the project would be screened out of a VMT analysis. The City may presume such development creates a less than significant transportation impact; therefore, no further VMT analysis is required.

APPENDIX A

SCOPING AGREEMENT

34 | P a g e

PROJECT INFORMATION FORM (PIF)
THE FOLLOWING IS TO BE COMPLETED BY THE PROJECT APPLICANT:

PROJECT INFORMATION FORM

1. PROJECT DESCRIPTION:

2. PROJECT LOCATION:

3. LAND USE: ____________________
SIZE/DENSITY: ____________________

4. ZONING AND LAND USE CONSISTENT WITH ADOPTED GENERAL PLAN? Yes No

5. PROJECT LOCATED IN TRANSIT PRIORITY AREA1, SMART GROWTH OPPORTUNITY AREA2, OR LOW VMT AREA3?
Yes No

6. PROJECT TRIP GENERATION: _______ADT
< 200 ADT
> 200 ADT
> 1,000 ADT
> 2,400 ADT

ATTACHMENTS
A. PROJECT LOCATION MAP Attached
B. PROJECT TRIP DISTRIBUTION Attached
C. PROJECT TRIP ASSIGNMENT Attached
1) Projects located in a TPA must be able to access the transit station within a ½ mile walking distance or 6 minute walk continuously without discontinuity of sidewalk or obstructions to the route. Qualifying transit stops means a site containing an existing rail transit station served by either a bus or rail transit service, or the intersection of two or more major bus routes with a frequency of service interval of 15 minutes or less during the morning and afternoon peak commute periods (OPR, 2017). A high quality transit corridor may also be considered if a corridor with fixed route bus service has service intervals no longer than 15 minutes during peak commute hours (OPR, 2017). See Appendix B.
(2) See Appendix B.
(3) Based on the most recent SANDAG SB 743 Screening Map. Example shown in Appendix C.

TO BE COMPLETED BY CITY STAFF AND RETURNED TO PROJECT APPLICANT

PROJECT STUDY REQUIREMENTS
1) Does the project require a CEQA VMT analysis?
A. If yes, does the project require a SANDAG Model Run? Yes
Yes
No
No
Incomplete(1)
2a) Does the project require a Local Transportation Study? Yes No Incomplete(1) OR
2b) Does the project require a Local Transportation Assessment? Yes No Incomplete(1) (1) Incomplete application or additional information is needed to determine study requirements. 1,918-square-foot restaurant building with a drive-through facility NEC of Palm Ave. and Ninth St.

Commercial - City of Imperial Beach General Plan
347 (net new)

kimley-horn.com 1100 Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 February 23, 2022
Ms. Meagan Openshaw
Senior Planner
City of Imperial Beach
825 Imperial Beach Boulevard
Imperial Beach, CA 91932
RE: Scoping Letter Agreement for a Local Transportation Assessment (LTA) for the Proposed Raising Cane’s Project in the City of Imperial Beach Dear Ms. Openshaw:

Kimley-Horn and Associates, Inc. is submitting this Scoping Letter Agreement to the City of Imperial Beach to provide a Local Transportation Assessment (LTA) for the proposed Raising Cane’s Project in the City of Imperial Beach. The proposed LTA scope for the project is presented below.

PROJECT DESCRIPTION
The project site is located on the northeast corner of Ninth Street and Palm Avenue in the City of Imperial Beach. The project site is currently occupied by an approximately 4,867-squarefoot bank building. The project will involve the demolition of the existing commercial bank building and the construction of a 1,918-square-foot Raising Cane’s restaurant building with a drive-through. The operating hours for walk-in and drive-through service will be from 9:00 am to 3:30 am Monday through Sunday. A copy of the project site plan is provided on Attachment 1.

Vehicular access provisions for the project site would be provided via the one existing fullmovement driveway on Ninth Street and one existing right-in-right-out (RIRO) only driveway on Palm Avenue. All project driveways would be unsignalized.

SCOPE OF TRAFFIC IMPACT STUDY
This scope is based on the City of Imperial Beach Transportation Impact Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 2020).

Trip Generation
Trip generation estimates for the existing bank and proposed Raising Cane’s restaurant are based on the SANDAG Brief Guide of Vehicular Traffic Generation ratesfor the SanDiego Region (April 2002). Pass-by reduction factors were applied to the existing and proposed land uses.

Ms. Meagan Openshaw, February 23, 2022, Page 2
kimley-horn.com 1100 Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 The trip rates and the estimated trip estimates for the existing and proposed uses are shown in Attachment 2. After applying pass-by reduction factors and existing use credit, the project is estimated to generate approximately 347 net new vehicle trips on a daily basis, with 16 net new trips in the Midday peak hour, and 21 net fewer trips in the PM peak hour. The project will not be open during the AM peak hour.

Trip Distribution
Project distribution assumptions were developed based on existing travel patterns, and the likely origins and destinations of site employees and patrons. Trip distribution assumptions are shown on Attachment 3.

Study Scenarios
· Existing Conditions
· Existing Plus Project
· Opening Year 2023 (Existing + Ambient Growth + Cumulative Projects) · Opening Year 2023 Plus Project
Suggested Study Area
The following is a list of suggested study intersections to be included in the study, as shown on Attachment 3 (previously mentioned):

1. Palm Avenue at Ninth Street (signalized)
D1. Palm Avenue at Project Driveway 1 (unsignalized)
D2. Ninth Street at Project Driveway 2 (unsignalized)
Historic traffic counts conducted within the last two years shall be used. If historic counts are unavailable, new counts will be conducted.

Level of Service Methodology
Peak hour intersection operations at signalized and unsignalized intersections were evaluated using the methods prescribed in the Highway Capacity Manual (HCM) 6th Edition, consistent with the requirements of the City of Imperial Beach. The City of Imperial Beach Level of Service standard for intersection operation is Level of Service D or better. If the project traffic causes operations at an intersection to go from acceptable to unacceptable, the project would have a significant effect at the intersection.

Ms. Meagan Openshaw, February 23, 2022, Page 3
kimley-horn.com 1100 Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Site Access and Circulation
Project site access and circulation for vehicular, pedestrian, bicycle, and transit connection will be evaluated. The evaluation will review the Project’s connection with nearby transit stops, bicycle infrastructure for both directions on all roads adjacent to the Project, and pedestrian facilities surrounding the Project.

VMT Approach
The project includes a 1,918 square-foot fast-food restaurant with drive-through. The projects listed in Table 7-1 of City of Imperial Beach’s Transportation Impact Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 2020) are presumed to be considered VMT-reducing projects. The projects listed are either locally serving or are based on substantial evidence provided by the Office of Planning and Research (OPR) Technical Advisory Committee supporting SB 743 implementation. The Technical Advisory on Evaluating Transportation Impacts in CEQA (December 2018) identifies that by adding retail opportunities into the urban fabric and thereby improving retail destination proximity, local-serving retail development tends to shorten trips and reduce vehicle miles traveled (VMT).

The City of Imperial Beach Transportation Impact Guidelines for Vehicle Miles Traveled (VMT) and Level of Service Assessment (October 2020) provides guidance on VMT screening criteria for projects. The City guidelines specify that a project shall be screened out if it satisfies any of the following criteria:
· Transit Priority Area (TPA) Screening
· Smart Growth Opportunity Area Screening
· Low VMT Area Screening
Transit Priority Area (TPA) Screening
Projects located within a TPA must be able to access the transit station within a ½ mile walking distance of 6-minute walk continuously without discontinuity of sidewalk or obstructions to the route. Qualifying transit stops means a site containing an existing rail transit station served by either bus or rail transit service, or the intersection of two or more major us routes with a frequency of service interval of 15 minutes or less during the morning and afternoon peak commute periods (OPR, 217). A high-quality transit corridor may also be considered if a corridor with fixed route bus service intervals no longer than 15 minutes during peak commute hours (OPR, 2017).

Based on the Transit Priority Area (TPA) map provided in Appendix B of the City’s guidelines, the project is located within a TPA, therefore, the TPA Screening threshold is met.

Ms. Meagan Openshaw, February 23, 2022, Page 4
kimley-horn.com 1100 Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Smart Growth Opportunity Area Screening
Based on the Smart Growth Opportunity Area map provided in Appendix B of the City’s guidelines, the project is located within a Mixed-Use Transit Corridor of the Smart Growth Opportunity Area, therefore, the Smart Growth Opportunity Area Screening is met.

Low VMT Area Screening
A project can be identified as being located in a Low VMT Area if the project is located in an area with a regional mean of less than 85%. Review of the SANDAG VMT Screening Map indicates the project is located in an area with a regional mean of 86%, therefore, the Low VMT Area Screening is not met.

Generally, retail development including stores less than 50,000 square feet is considered local serving. The proposed project is less than 50,000 square feet and is not anticipated to lead to longer trips; thus, reducing VMT.

Based on the project being located in a Transit Priority Area, Smart Growth Opportunity Area, as well as being considered local serving retail, the project would be screened out of a VMT analysis. The City may presume such development creates a less than significant transportation impact; therefore, no further VMT analysis is required.

Drive-Through Queuing Analysis
A drive-through queuing analysis will be conducted for the proposed project, to evaluate the adequacy of the proposed drive-through lane queuing capacity. The opening to the drivethrough lane would be located at the northeast corner of the proposed building and would wrap along the north, west, and south sides of the building. The drive-through would provide two side-by-side entry lanes and two order boards, which would allow Raising Cane’s to take orders from two customers at the same time. After the order boards, the two lanes would merge back into a single drive-through lane prior to the pay and pick-up window. There will be approximately 100 feet of total queuing lane capacity (approximately 50 feet per lane) from the opening of the two drive-through lanes to the two order boards and approximately 100 feet from the order boards to the pick-up window. This would provide a total drivethrough queue length of approximately 200 feet, for a drive-through queuing capacity of 10 vehicles, assuming 20 feet per vehicle, from the beginning of the drive-through lanes to the pick-up window.

It should be noted that under peak drive-through conditions the project site would allow for an additional pay and pick-up lane, which would provide an additional queue length of 100 feet, or 5 vehicles. Overall, the project site provides a total queuing capacity of 300 feet, for a drive-through queuing capacity of 15 vehicles.

Ms. Meagan Openshaw, February 23, 2022, Page 5
kimley-horn.com 1100 Town and Country Road, Suite 700, Orange, CA 92868 714 939 1030 Drive-through queuing will be compared to empirical data collected at two existing Raising Cane’s restaurants during the weekday and weekend lunch (11am-2pm) and dinner periods (4pm-7pm). Based on correspondence with City staff, empirical drive-through queuing data will be collecting at the following Raising Cane’s locations:
· City of Santee: 8867 Cuyamaca Street
o See Attachment 4A for aerial image
o ~4,473-square-foot (SF) building
o DT Lane Capacity: 24 vehicles
· City of San Diego: 8223 Mira Mesa Boulevard
o See Attachment 4B for aerial image
o ~3,975-SF building
o DT Lane Capacity: 18 vehicles
Please contact me if you have any questions or comments.

Sincerely,
KIMLEY-HORN AND ASSOCIATES, INC.

Trevor Briggs, P.E.

Project Engineer
APPROVED:

By: ___ .

Meagan Openshaw
Senior Planner, City of Imperial Beach

PALM AVE
NIN
T
H
S
T

ATTACHMENT 2

SUMMARY OF PROJECT TRIP GENERATION

IMPERIAL BEACH RAISING CANE'S
Trip Generation Rates 1
SANDAG Midday Peak Hour 2 PM Peak Hour
Land Use Code Unit Daily In Out Total In Out Total
Bank with Drive-Through 222 KSF 200.000 6.000 4.000 10.000 10.000 10.000 20.000 Fast-Food Restaurant w/ Drive-thru 396 KSF 650.000 22.750 22.750 45.500 22.750 22.750 45.500 Trip Generation Estimates
Midday Peak Hour PM Peak Hour
Land Use Quantity Unit Daily In Out Total In Out Total
Bank with Drive-Through 4.867 KSF 974 29 20 49 49 49 97 Pass-by Trips (23% Daily; 25% MD; 25% PM) 3
-224 -7 -5 -12 -12 -12 -24
Total Existing Trips 750 22 15 37 37 36 73
Fast-Food Restaurant w/ Drive-thru 1.918 KSF 1,247 44 44 87 44 44 87 Pass-by Trips (12% Daily; 40% MD; 40% PM) 3
-150 -18 -18 -35 -18 -18 -35
Total Net Trips for Proposed Conditions 1,097 26 26 52 26 26 52 Net Difference (Proposed Minus Existing) 347 4 12 16 -10 -10 -21

EXISTING USE

PROPOSED USE
1 Source: SANDAG Brief Guide of Vehicular Traffic Generation rates for the San Diego Region 2 AM Peak Hour of Generator average rate used for Midday Peak Hour 3 Source: SANDAG Brief Guide of Vehicular Traffic Generation rates for the San Diego Region Imperial Beach Raising Cane's
Scoping Letter Agreement
Kimley-Horn and Associates, Inc.

ATTACHMENT 3 – STUDY AREA AND TRIP DISTRIBUTION
Imperial Beach Raising Cane’s Kimley-Horn and Associates, Inc.

Scoping Letter Agreement February 2022
25%
Study Intersections:

1. Palm Avenue at Ninth Street
D1. Palm Avenue at Project Driveway 1
D2. Ninth Street at Project Driveway 2
Legend:
= Project Site
= Study Intersection
XX% = Trip Distribution
10%
1 D1
D2
25%
40%

ATTACHMENT 4A – DRIVE-THROUGH SURVEY SITE (8867 CUYAMACA STREET) Imperial Beach Raising Cane’s Kimley-Horn and Associates Inc.

Scoping Letter Agreement February 2022

ATTACHMENT 4B – DRIVE-THROUGH SURVEY SITE (8223 MIRA MESA BOULEVARD) Imperial Beach Raising Cane’s Kimley-Horn and Associates Inc.

Scoping Letter Agreement February 2022

APPENDIX B

TRAFFIC DATA COLLECTION
SHEETS

National Data & Surveying ServicesIntersection Turning Movement Count Location: 9th St & Palm Ave
City: Imperial Beach Project ID:

Control: Signalized Date:

NS/EW Streets:
1 1 0 0 1 1 0 0 1 3 0 0 1 3 1 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
7:00 AM 43 11 19 0 20 10 3 0 0 103 7 3 15 289 6 1 530
7:15 AM 60 14 28 0 21 25 6 0 4 169 15 2 17 425 11 3 800 7:30 AM 61 14 50 0 19 7 8 0 11 157 22 4 15 307 13 0 688 7:45 AM 55 13 39 0 29 20 1 0 6 141 13 5 27 385 15 6 755 8:00 AM 74 24 32 0 22 27 8 0 6 112 18 5 29 321 17 8 703 8:15 AM 56 17 37 0 19 13 7 0 3 145 17 5 27 418 14 7 785 8:30 AM 57 18 32 0 22 12 6 0 2 133 19 7 23 323 20 5 679 8:45 AM 44 12 26 0 21 8 8 0 1 130 15 5 31 289 18 12 620

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 450 123 263 0 173 122 47 0 33 1090 126 36 184 2757 114 42 5560 APPROACH %'s : 53.83% 14.71% 31.46% 0.00% 50.58% 35.67% 13.74% 0.00% 2.57% 84.82% 9.81% 2.80% 5.94% 89.02% 3.68% 1.36% PEAK HR : 7:15 AM 38 0 0 TOTAL
PEAK HR VOL : 250 65 149 0 91 79 23 0 27 579 68 16 88 1438 56 17 2946 PEAK HR FACTOR : 0.845 0.677 0.745 0.000 0.784 0.731 0.719 0.000 0.614 0.857 0.773 0.800 0.759 0.846 0.824 0.531 Headers NBL NBT NBR NBU SBL SBT SBR SBU EBL EBT EBR EBU WBL WBT WBR WBU 1 1 0 0 1 1 0 0 1 3 0 0 1 3 1 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
11:00 AM 38 13 31 0 24 19 3 0 7 159 22 1 24 159 18 6 524 11:15 AM 26 8 30 0 30 7 3 0 9 178 12 3 16 177 19 4 522
11:30 AM 42 18 19 0 26 12 5 0 9 170 17 6 25 163 29 6 547 11:45 AM 28 10 30 0 20 15 8 0 6 175 19 8 27 213 27 4 590 12:00 PM 50 13 38 0 27 17 8 0 7 193 25 14 25 157 21 8 603 12:15 PM 35 15 26 0 34 15 3 0 10 187 26 2 30 199 25 5 612 12:30 PM 39 20 30 0 35 21 4 0 13 173 20 3 22 190 27 4 601 12:45 PM 40 20 30 0 35 21 5 0 13 159 24 4 36 182 29 5 603

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 298 117 234 0 231 127 39 0 74 1394 165 41 205 1440 195 42 4602 APPROACH %'s : 45.92% 18.03% 36.06% 0.00% 58.19% 31.99% 9.82% 0.00% 4.42% 83.27% 9.86% 2.45% 10.89% 76.51% 10.36% 2.23% PEAK HR : 12:00 PM 165 0 0 TOTAL
PEAK HR VOL : 164 68 124 0 131 74 20 0 43 712 95 23 113 728 102 22 2419 PEAK HR FACTOR : 0.820 0.850 0.816 0.000 0.936 0.881 0.625 0.000 0.827 0.922 0.913 0.411 0.785 0.915 0.879 0.688 1 1 0 0 1 1 0 0 1 3 0 0 1 3 1 0

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
4:00 PM 40 19 30 0 29 17 5 0 15 337 49 5 29 173 19 7 774 4:15 PM 29 17 30 0 28 19 3 0 8 377 53 6 30 166 23 3 792 4:30 PM 28 13 30 0 41 27 7 0 7 337 55 4 33 141 22 3 748 4:45 PM 26 21 23 0 26 25 4 0 9 307 53 4 27 157 24 6 712 5:00 PM 18 15 36 0 30 22 3 0 12 293 41 6 41 168 26 5 716 5:15 PM 27 16 22 0 28 19 3 0 10 250 40 3 34 168 18 5 643 5:30 PM 22 14 31 0 15 20 4 0 9 240 42 6 32 153 15 5 608 5:45 PM 26 12 17 0 24 20 5 0 14 239 29 5 28 147 17 6 589

NL NT NR NU SL ST SR SU EL ET ER EU WL WT WR WU TOTAL
TOTAL VOLUMES : 216 127 219 0 221 169 34 0 84 2380 362 39 254 1273 164 40 5582 APPROACH %'s : 38.43% 22.60% 38.97% 0.00% 52.12% 39.86% 8.02% 0.00% 2.93% 83.07% 12.64% 1.36% 14.67% 73.54% 9.47% 2.31% PEAK HR : 4:00 PM 289 0 0 TOTAL
PEAK HR VOL : 123 70 113 0 124 88 19 0 39 1358 210 19 119 637 88 19 3026 PEAK HR FACTOR : 0.769 0.833 0.942 0.000 0.756 0.815 0.679 0.000 0.650 0.901 0.955 0.792 0.902 0.921 0.917 0.679 Data - Totals
9th St 9th St Palm Ave Palm Ave

0.892 0.846 0.889 0.877
AM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
NOON

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
PM

NORTHBOUND SOUTHBOUND EASTBOUND WESTBOUND
22-040016-001
2/3/2022
04:00 PM - 05:00 PM

0.955 0.860 0.770 0.916 0.946
12:00 PM - 01:00 PM

0.988 0.881 0.922 0.913 0.931
07:15 AM - 08:15 AM

0.921