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Agenda packet

Coachella City Council
July 3, 2024

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Agenda packet
Meeting
July 3, 2024
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Coachella City Council
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3
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Text extracted from the city's file for reading and search. Open the original on mccmeetings.blob.core.usgovcloudapi.net. That file is the official record.

City Council Chamber
1515 6th Street, Coachella, California
(760) 398-3502  www.coachella.org
AGENDA

OF A REGULAR MEETING
OF THE

CITY OF COACHELLA

PLANNING COMMISSION
July 03, 2024
6:00 PM
In-Person Meeting
Location:

City Council Chamber
1515 6th Street,
Coachella, CA
If you would like to attend the meeting via Zoom, here is the link:
https://us02web.zoom.us/j/84544257915?pwd=VTdHWitpYVdOUk1NQW8vZ1pqUm0zQT 09 Or One tap mobile : +16694449171,,84544257915#,,,,*380084# Or Telephone:

US: +1 669 900 6833
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Spanish: El idioma español está disponible en Zoom seleccionado la opción en la parte de abajo de la pantalla
 Public comments may be received either in person, via email, telephonically, or via Zoom with a limit of 250 words, or three minutes:
o In Real Time:

If participating in real time via Zoom or phone, during the Public Comment Period, use the “raise hand” function on your computer, or when using a phone, participants can raise their hand by pressing *9 on the keypad.
o In Writing:

Written comments may be submitted to the City Council electronically via email to [email protected]. Transmittal prior to the start of the meeting is required. All written comments received will be forwarded to the City Council and entered into the record. o If you wish, you may leave a message at (760) 262-6240 before 5:30 p.m. on the day of the meeting.  The live stream of the meeting may be viewed online by accessing the city's website at www.coachella.org, and clicking on the "Watch Council Meetings" tab located on the home page, and then clicking on the "live" button.

CALL TO ORDER:

PLEDGE OF ALLEGIANCE:
1 Agenda Planning Commission July 03, 2024

Page 2 ends

ROLL CALL:

APPROVAL OF AGENDA:
“At this time the Commission may announce any items being pulled from the agenda or continued to another date or request the moving of an item on the agenda.”
APPROVAL OF THE MINUTES:

WRITTEN COMMUNICATIONS:

PUBLIC COMMENTS (NON-AGENDA ITEMS):
“The public may address the Commission on any item of interest to the public that is not on the agenda, but is within the subject matter jurisdiction thereof. Please limit your comments to three (3) minutes.” REPORTS AND REQUESTS:

NON-HEARING ITEMS:

1. Planning Commission Workplan FY 2024-2025
PUBLIC HEARING CALENDAR (QUASI-JUDICIAL):

2. Coachella Valley Growers – CUP 345 (Modification)
The proposed CUP 345 (Modification) is to modify condition of approval No. 23 to amend responsibilities of street improvements for Fillmore Street for the Coachella Valley Growers project located on 79.39 acres at 50-501 Fillmore Street.

3. Roots Cafe Conditional Use Permit No. 374, Architectural Review No. 23-16, a proposal to establish a 1,854 square foot retail cannabis business within an existing commercial building located at 45-800 Dillon Road, APN 696-550- 008; Applicant: Greg Klibanov.

4. Sun Community Credit Union
Conditional Use Permit (CUP) No. 381, Architectural Review (AR) 24-07 to a 4,130 sq. ft. single story credit union branch with 24 parking stalls and 2 freestanding drive-up ATMs on a 1.97-acre site located at the Northeast corner of Cesar Chavez Street and Valley Road. (APN 778-242-026). Applicant: LaMacchia Group, LLC

5. CUP No. 254 (Modification), AR No. 24-02 Coachella Gateway – a modification to add a drive-thru multitenant commercial building within the Coachella Gateway shopping center approved under CUP No. 254 at the southwest corner of Ave 48 and Grapefruit Boulevard, adjacent to the Dillon Bridge. Applicant:

Chandi & Karan LLC

6. VMP Night Club & Event Center – Alcohol Sales and Entertainment Establishment Permit – Entertainment Permit 24-01 and Conditional Use Permit 380 for a bar, nightclub and special event center to allow for live events and a request for a Type 48 ABC license to allow the on-sale of beer, wine, and distilled spirits at 2 Agenda Planning Commission July 03, 2024

Page 3 ends

the 6,360 SF commercial suite at 49974 Cesar Chavez Street. Applicant: Reyes Hernandez (Continuance Requested)

7. A & G Mart Conditional Use Permit No. 382 Adopt Resolution No. PC2024-18 to approve Conditional Use Permit No. 382 a request for liquor sales as part of a proposed 2,625 square foot market (ABC Type 20, Off-Sale Beer and Wine) in an existing commercial building located at 50-223 Cesar Chavez Street, Suite “B” in the C-N (Neighborhood Commercial) zone. A & G Mart, Inc. (Applicant) (Continuance Requested) INFORMATIONAL:

ADJOURNMENT:

Complete Agenda Packets are available for public inspection at the City Clerk’s Office at 53-462 Enterprise Way, Coachella, California, and on the City’s website www.coachella.org.

THIS MEETING IS ACCESSIBLE TO PERSONS WITH DISABILITIES 3 STAFF REPORT
7/3/2024
TO: Planning Commission Chair and Commissioners
FROM: Anahi Fernandez, Management Analyst
SUBJECT: Coachella Valley Growers – CUP 345 (Modification) SPECIFICS: The proposed CUP 345 (Modification) is to modify condition of approval No. 23 to amend responsibilities of street improvements for Fillmore Street for the Coachella Valley Growers project located on 79.39 acres at 50-501 Fillmore Street.

STAFF RECOMMENDATION:

Staff recommends that the Planning Commission approve Conditional Use Permit No. 345 (Modification), a modification to Condition of Approval No. 23 to amend Fillmore Street improvement requirements for the Coachella Valley Growers project located on 79.39 acres at 50- 501 Fillmore Street.

BACKGROUND:

On January 19, 2021 the Planning Commission approved Resolution No. PC2021-17, a resolution approving CUP No. 345 to allow interim outdoor cannabis cultivation on a vacant 79.39 acre of land in the A-T (Agricultural Transition) zone at 50-501 Fillmore Street (APN 763-070-012 & 763-070-010).

The project was approved to include 168 agricultural hoop houses, consisting of 139 agricultural hoop houses added to 29 existing hoop houses for interim outdoor cannabis cultivation. As part of CUP 345 approval, the applicant was conditioned to pay a fair share contribution to the City of Coachella for street improvements along the entire frontage of the project. To date, monetary contributions for street improvements have not been made to the City.

DISCUSSION/ANALYSIS:

The applicant expressed financial hardships to City staff in operating the outdoor cannabis cultivation business in which they indicated previous harvests experienced pesticide infestation that brought no revenue to the business leaving the applicant unable to pay their fair share contribution for street improvements in two payments within a one (1) year timeframe. Fillmore Street improvement payments were due by January 19, 2022, 12 months from CUP 345 approval. 4 Item 2.

Coachella Valley Growers discontinued their outdoor cannabis cultivation for a number of months, but the cannabis business is now in operation. The modification of condition of approval No. 23 for Conditional Use Permit No. 345 adds language extending the timeframe and number of payments the city will receive from the applicant for the required street improvements. The original CUP approval states that payment contribution for Fillmore Street improvements are to be paid in two (2) payments within 12 months of CUP approval. The modified condition of approval extends the payments to a total of seven (7) payments, due within 36 months of CUP issuance. The price per square footage also increased from $5.00 to $6.00, as there has been an increase in cost since CUP 345 approval in January 2021. This increases the total fair share contribution from $168,640 to $202,368. See modified language to condition of approval No. 23 below in bold:

Engineering - Street Improvements:

23. Applicant shall construct and dedicate the following street improvements. 1) Fillmore Street - Public Roadway as shown on the RAC and per these comments shall include the following:
d. Applicant shall be responsible for improving one half of the paved road surface along the entire frontage. Proposed improved road widths for this road, at this time are 34 feet in width resulting in a 17-foot half width. Asphalt improvements shall include the removal of all existing asphalt and replacement with 4 inches of asphalt over compacted base. Applicant has chosen to pay for fair share contribution to the future street repairs in lieu of improvements at a rate or six dollars ($6) per square foot ($6 x 17 = $102 per linear foot of frontage). The Applicant shall pay cost of the fair share contribution shall be $102 x 1,984 Lf for a total of two hundred two thousand three hundred sixty- eight dollars ($202,368) to be paid to the city as follows; 1st payment of $20,236.80 (10% of the total amount) to be paid within 30 days of CUP approval. Each subsequent payment of $30,355.20 (15% of the total amount) shall be made within 60 days of each future harvest. The City understands that the project proposes to complete two harvests per year, such that two payments of $30,355.20 will be required per year. A minimum of two payments will be required per year, starting from the date of CUP issuance, such that the full final fair share contribution of $202,368 shall be completed within 36 months’ time frame from the date of CUP issuance. The City will contribute 100% of this fair share contribution towards future full street improvements on Fillmore Street.

Staff is agreeable with allowing six (6) total payments at 15% of the total amount for street improvements. Aside from street improvement monetary contributions, the City is expecting to receive cannabis tax revenue from Coachella Valley Growers for fiscal year 2023-2024 quarter four (4) due by July 31, 2024.
5 Item 2.

ENVIRONMENTAL REVIEW:

The proposed project is exempt under the Guidelines to the California Environmental Quality Act (CEQA) because the project entails the operation, maintenance, leasing, and licensing of an existing private agricultural farming facility involving negligible expansion of use beyond that existing at the time of the lead agency’s determination. The subject site has been used for farming operations and has existing irrigation water infrastructure. State CEQA Guidelines Section 15301.

The proposed modification to the condition of approval does not change the scope of the operations for outdoor cannabis cultivation.

ALTERNATIVES:
1) Adopt Resolution No. PC2024-14 approving Conditional Use Permit No. 345 (modification) with the findings and conditions as recommended by Staff. 2) Deny Conditional Use Permit No. 345 (modification).
3) Continue this item and provide staff and the applicant with direction.

RECOMMENDED ALTERNATIVE(S):

Staff recommends alternative #1.

Attachments:

1. Resolution PC2024-14 (Amendment to conditions of approval for CUP No. 345) Exhibit A: Conditions of Approval CUP No. 345
6 Item 2.

RESOLUTION NO. PC2024-14

A RESOLUTION OF THE PLANNING COMMISSION OF THE CITY OF

COACHELLA, CALIFORNIA APPROVING AMENDING CONDITION
OF APPROVAL NO. 23 OF CONDITIONAL USE PERMIT 345

MODIFYING THE APPROVED INTERIM OUTDOOR CANNABIS
CULTIVATION ON 79.39 ACRES SITE LOCATED AT 50501 FILLMORE STREET, COACHELLA, CA 92236 (APN 763-070-012 & 760-070-010); APPLICANT: WYATT NELSON.

WHEREAS, Wyatt Nelson filed an application for Conditional Use Permit No. 345 (CUP 345) modification to amend responsibilities of street improvements on Fillmore Street for the Coachella Valley Growers project, an interim outdoor cannabis cultivation consisting of 168 hoop houses on a vacant 79.39 acre site located at the southeast corner of Fillmore Street and Avenue 50, 50501 Fillmore Street; Assessor’s Parcel No. 763-070-012 & 763-070-010 (“Project”); and,
WHEREAS, the Planning Commission conducted a duly noticed public hearing on CUP No. 345 modification on July 3, 2024 at the Council Chambers, 1515 Sixth Street, Coachella, California regarding the proposed project; and
WHEREAS, at the Planning Commission hearing, the Applicant and members of the public were present and were afforded an opportunity to testify regarding the Project; and, WHEREAS, the Project is permitted pursuant to Chapter 17.74 of the Coachella Municipal Code.

WHEREAS, the proposed use is not detrimental to the existing uses or the uses specifically permitted in the zone in which the proposed use is to be located; and, WHEREAS, the proposed site is adequate in size and shape to accommodate the proposed interim outdoor cannabis cultivation farm; and, WHEREAS, the Planning Division has completed an initial environmental assessment of the above matter in accordance with the California Environmental Quality Act (CEQA) and recommends that the planning Commission determine that the proposed project is exempt from the CEQA pursuant to State CEQA Guidelines Section 15301. This is recommended because the project entails the operation, maintenance, leasing, and licensing of an existing private agricultural farming facility involving negligible expansion of use beyond that existing at the time of the lead agency’s determination; and,
WHEREAS, the conditions as stipulated by the City are necessary to protect the public health, safety and welfare of the community. NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission of the City of Coachella, California does resolve as follows:
7 Item 2.

Section 1. Incorporation of Recitals.

The Planning Commission hereby finds that all of the facts in the Recitals are true and correct and are incorporated and adopted as findings of the Planning Commission as fully set forth in this resolution.

Section 2. CEQA Findings.

Based upon its review of the entire record, including the Staff Report, any public comments or testimony presented to the Planning Commission, and the facts outlined below, the Planning Commission hereby finds and determines that the proposed project is categorically exempt from CEQA pursuant to State CEQA Guidelines Section 15301. This is recommended because the project entails the operation, maintenance, leasing, and licensing of an existing private agricultural farming facility involving negligible expansion of use beyond that existing at the time of the lead agency’s determination.

Section 3. Conditional Use Permit Findings.

A. With respect to Conditional Use Permit (CUP) 345 modification, the Planning Commission finds as follows for the proposed interim outdoor cultivation use:

1. The proposed use will not be in conflict with, but will be in harmony with and in accordance with the objectives of the general plan because the proposed use would continue agricultural uses that is consistent with Land Use Policy 4.1 for agricultural land preservation recognizing agricultural land as a major industry for Coachella. The use is a method of preserving land in sizes that are viable economic units for continuing agricultural activities. The proposed use also supports Land Use Policy 11.4 for a diversified economy by transforming the Coachella economy into a mature mix of economic activity and job opportunities. The proposed use expands and diversifies local agricultural activity as it allows for outdoor cannabis cultivation, which has not been a part of the City’s agricultural tradition.

2. The modification to the conditions of approval for Conditional Use Permit No. 345 adds language extending the timeframe and number of payment contributions the applicant will pay to the City for the contribution of future street repairs on the entire frontage of the project. The modified conditions of approval for the project state a 36-month’s timeframe for six payments.

3. The proposed use will be located, designed, constructed, operated and maintained so as to be compatible with the existing character of the general vicinity and shall not change the essential character of the same area because the proposed use proposed agricultural uses which is generally an existing use that occurs in the vicinity. The proposed use complies with Municipal Code standards with respect to size, location, screening, and buffering of outdoor cannabis cultivation. The conditional use permit can be revoked if any of the conditions of approval are violated.
8 Item 2.

4. Consideration has been given to harmony in scale, bulk, coverage and density, to the availability of public facilities and utilities, to harmful effect, if any, upon desirable neighborhood character, to the generation of traffic and the capacity of surrounding streets, and to any other relevant impact of development, because the interim outdoor cannabis cultivation use continues agricultural production on a site which farming has occurred and continue to utilize available facilities for agricultural activates. The buffer between perimeter property line and hoop houses of 40’-50’ help to screen and reduce the perceived bulk of the hoops houses.

5. Where the proposed use may be potentially hazardous or disturbing to existing or reasonably expected neighboring uses, it must be justified by the common public interest as a benefit to the community as a whole. As conditioned, the proposed use will provide for the outdoor agricultural production and is required to comply with specific operational standards of the Coachella Municipal Code, which include providing a security plan and odor control measures. As such, there will be no hazardous or disturbing effects to the existing and neighboring uses.

6. The proposed use provides unimproved vehicular approaches to the property designed for reasonable minimal interference with traffic on surrounding public streets or roads and appropriate for agricultural activities.

7. The City of Coachella has determined that the proposed project is categorically exempt from environmental review pursuant to the guidelines of the California Environmental Quality Act Guidelines Section 15301. This is recommended because the project entails the operation, maintenance, leasing, and licensing of an existing private agricultural farming facility involving negligible expansion of use beyond that existing at the time of the lead agency’s determination.

Section 4. Planning Commission Approval.

Based on the foregoing recitals and findings above, and the written and oral comments, facts, and evidence presented, the City of Coachella Planning Commission approves Conditional Use Permit (CUP) 345 modification, subject to the Conditions of Approval set forth in Exhibit A.

PASSED APPROVED and ADOPTED this 3
rd day of July 2024.
___________________________________
Jason Hernandez, Chairperson
Coachella Planning Commission
ATTEST:
_________________________________
Gabriel Perez
Planning Commission Secretary
9 Item 2.

APPROVED AS TO FORM:
___________________________________
Carlos Campos
City Attorney
10 Item 2.

I HEREBY CERTIFY that the foregoing Resolution No. PC2024-14, was duly adopted at a regular meeting of the Planning Commission of the City of Coachella, California, held on the 3
rd day of July 2024, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
___________________________________
Gabriel Perez
Planning Commission Secretary
11 Item 2.

EXHIBIT A
CONDITIONS OF APPROVAL FOR CUP 345

COACHELLA VALLEY GROWERS, LLC INTERIM CANNABIS CULTIVATION FARM
(Modified Conditions of Approval shown in Bold)
General Conditions:

1. This Conditional Use Permit 345 shall be valid for 24 months from the effective date of the Planning Commission approvals for an interim agricultural use and temporary outdoor cannabis cultivation farm unless the applicant requests an extension of time and granted by the Planning Commission. The outdoor cannabis cultivation at the subject site shall not exceed 48 months from the approval date of Conditional Use Permit 345.

2. All temporary structures shall be removed upon completion of the interim use, and all cannabis cultivation uses shall terminate after the expiration date of 48 months from Conditional Use Permit 345 approval unless a new conditional use pe1mit, or comparable land use entitlement, is obtained from the City of Coachella.

3. The applicant shall comply with all applicable current and future provisions of the Coachella Municipal Code, adopted ordinances, and state laws.

4. The applicant shall defend, indemnify and hold harmless the City of Coachella, its officials, officers, employees, and agents from and against any claim, action, or proceeding against the City, its officials, officers, employees or agents to attack, set aside, void or annul any project approval or condition of approval of the city concerning this project, including but not limited to any approval or condition of approval or mitigation measure imposed by the City Council or Planning Commission. The City shall promptly notify the applicant of any claim, action, or proceeding concerning the project and the City shall cooperate fully in the defense of the matter. The City reserves the right, at its own option, to choose its own attorney to represent the City, its officials, officers, employees and agents in the defense of the City Attorney, within five days of the effective date of this approval.

5. The applicant shall comply with the provisions of Chapter 17.85 Commercial Cannabis Activity, including setbacks, fencing materials, and maximum canopy size. The applicant shall comply with Ordinance 1177 and 1188.

6. The applicant shall comply with operating standards of interim outdoor cultivation in Chapter 5.68 Commercial Cannabis Activity Regulatory Permit including security, water management plan, and odor control provisions.

7. The applicant shall provide a minimum twenty-foot (20 ft.) setback on all sides with an opaque fencing material, subject to review and approval by the Development Services Director, to screen the outdoor grow areas from view to public streets. 12 Item 2.

8. The applicant shall procure the services of a certified private security guard system to provide security guards on the premises on a 24-hour basis. The security guards shall monitor the public streets in the vicinity during the evenings.

9. Adequate security lighting shall be provided on the premises during evening hours, to allow public safety personnel to patrol the site along all public streets.

10. The applicant or successor in interest shall obtain a plumbing permit from the City of Coachella to connect to City potable water for the temporary cannabis drip irrigation system, and shall pay applicable water connection impact fees.

11. The applicant shall obtain a City Cannabis Regulatory Permit, City business license, and any State of California required approvals for the proposed cannabis cultivation farm.

12. The applicant shall provide a certified repo1t. "Certified report" shall mean a detailed document prepared by Developers on a form acceptable to the City's Director of Finance to report to the City of the cultivation, processing, production, distribution and sales by Tenants, as defined herein, in the Project during Operational Qua1ter, as defined herein.

Each Ce1tified Report shall be certified as true and correct by a duly-authorized officer of Owner. City may also require ce1tification by Tenants.

13. From time to time, the City has the right to inspect the Facility for the purpose of monitoring operations, checking quantities and verifying volumes of project during operating hours or any time deemed appropriate to insure accurate repo1ting. The applicant shall allow for on-site inspections by the City Manager or designee within 24- hour notification to ensure compliance with the Municipal Code and Conditional Use Permit 345.

14. Within thirty (30) calendar days following the end of each calendar quarter, the City may conduct an audit or arrange for a third-party independent audit, at Developers'/Applicants' expense, of Developers'/Applicants' records regarding Certified Repo1ts and Production and Distribution Fees. The City's Finance Director shall provide at least seven (7) business days written notice of the commencement of such audit to Developers/Applicants, and shall reasonably attempt to schedule the audit so as to reduce the impact on Developers'/Applicants' operations as much as is feasible.

Developers/Applicants shall cooperate with the City in completing the audit.

15. The applicant shall timely file quarterly cannabis tax returns and remit required cannabis tax payments.

16. The applicant shall meet and confer with the Riverside County Fire Marshal's office for review of the proposed interim agricultural and temporary cannabis faming uses.

17. The applicant shall comply with all requirements of Riverside County Fire Department. 13 Item 2.

18. The applicant shall conduct a site inspection with the City of Coachella Development Services Director, Cannabis Liaison, and Code Enforcement Manager prior to commencement of cultivation activities to ensure compliance with CUP 345 conditions of approval and the Coachella Municipal Code.

19. The applicant installs a low intensity outdoor lighting in the canopy area used for photosynthesis, mixed-light processes, other purposes intended to manipulate cannabis plant growth, it can only occur during the months of November through February for two hours before sunrise and two hours before sunset. The applicant shall shield structures in a manner acceptable to the Code Enforcement Manager if there is observed excessive glare by Code Enforcement staff that are determined to cause a public nuisance.

BUILDING AND SAFETY:

20. The applicant is required to obtain a building permit for any permanent structure.

21. The applicant shall provide Fire access (knox box) to the property.

22. An odor mitigation plan is required per Municipal Code 17.85.

ENGINEERING DIVISION:

PRIOR TO APPROVAL OF ENGINEERING PLANS or ISSUANCE OF
ENGINEERING PERMITS:

STREET IMPROVEMENTS:

23. Applicant shall construct and dedicate the following street and street improvements.

A. Fillmore Street- Public Roadway as shown on the RAC and per these comments shall include the following:
i. Dedication of land along no1thbound lane within project limits is required. This street is classified as Collector with Bicycle lanes with 90 feet of right-of-way as per City of Coachella General Plan.
ii. Street measured at Center line to Westerly edge of pavement shall have a width of 17-foot
iii. Applicant shall coordinate installation and/or relocation of fire hydrants, water meters, storm drain, wells, street lights and all other appurtenances as required to the satisfaction of the City Engineer.
iv. Applicant shall be responsible for improving one half of the paved road surface along the entire frontage. Proposed improved road widths for this road, at this time are 34 feet in width resulting in a 17-foot half width. 14 Item 2.

Asphalt improvements shall include the removal of all existing asphalt and replacement with 4 inches of asphalt over compacted base. Applicant has chosen to pay for fair share contribution to the future street repairs in lieu of improvements at a rate or six dollars ($6) per square foot ($6 x 17 = $102 per linear foot of frontage). The Applicant shall pay cost of the fair share contribution shall be $102 x 1,984 Lf for a total of two hundred two thousand three hundred sixty- eight dollars ($202,368) to be paid to the city as follows; 1st payment of $20,236.80 (10% of the total amount) to be paid within 30 days of CUP approval. Each subsequent payment of $30,355.20 (15% of the total amount) shall be made within 60 days of each future harvest. The City understands that the project proposes to complete two harvests per year, such that two payments of $30,355.20 will be required per year. A minimum of two payments will be required per year, starting from the date of CUP issuance, such that the full final fair share contribution of $202,368 shall be completed within 36 months’ time frame from the date of CUP issuance. The City will contribute 100% of this fair share contribution towards future full street improvements on Fillmore Street.
v. Additional street improvements, including widening of the road to ultimate street width, installation of curb gutter and sidewalk, landscaping, lighting, etc. may still be conditioned on future conditional use permits located at the subject prope1ties should those permits significantly expand upon or alter the proposed current permitted use.
*At this time a Building Permit is not required, if a building permit for the future project is needed then the following conditions will apply.

PRIOR TO ISSUANCE OF BUILDING PERMITS:

24. A focused Traffic Analysis (TA) shall be prepared for the project by an appropriately licensed professional engineer. Prior to the preparation of the TA, the engineer shall submit a scoping letter for the TA for the City Engineer's approval. The TA shall include but not limited to identification of trip generation, traffic distribution and impact on existing transportation facilities and at time of General Plan build-out, all relevant, ingress and egress movements, lines of sight, queuing analysis, and alignment studies (preliminary signing and striping plan). Applicant shall obtain approval of site access and circulation from the Fire Marshall.

25. A preliminary soils report shall be prepared for the project by an appropriately licensed professional engineer. At a minimum, the soils report shall provide specific analyses and recommendations for grading, pavement structural sections, and infiltration.

26. A comprehensive drainage report, prepared by California Registered Civil Engineer, shall be submitted for review and approval by the City Engineer prior to issuance of any permits. The report shall contain pre- and post-development hydrology maps showing on-site and off-site tributary drainage areas and shall be prepared in accordance with the 15 Item 2.
requirements of the Riverside County Flood Control District. Adequate provisions shall be made to accept and conduct the existing tributary drainage flows around or through the site in a manner which will not adversely affect adjacent or downstream properties.

If the design of the project includes a retention basin, it shall be sized to contain the runoff resulting from a 10-year storm event and the runoff from a 100-year storm event shall be contained within basin with shallow ponding (3.5' max.). The basin shall be designed to evacuate a 10-year storm event within 72 hours. The size of the retention basin(s) shall be determined by the hydrology report and be approved by the City Engineer. Retention basin shall be provided with a minimum of 2.00 feet sandy soil if determined to contain silt or clay materials. Maximum allowable percolation rate for design shall be 10 gal./s.f./day unless otherwise approved by the City Engineer. A percolation test for this site is required to be submitted. A combination drywell vertical drain field shall be constructed at all points where runoff enters the retention basin.

Drywell & ve1tical drain field design shall be based on soils borings made at the proposed drywell locations after the retention basins have been rough graded. Minimum depth shall be 45-feet. A log that includes sieve analysis for each strata of the borings shall be submitted to the City Engineer for confirmation of depth of the vertical drain fields. Underground retention under the proposed parking area will be considered as an alternative to surface retention subject to the approval of the City Engineer.

27. Prepare and record necessary drainage easements to implement the project in accordance with drainage law.

28. A storm water quality management plan shall be prepared for the project by California Registered Civil Engineer in compliance with NPDES and State Water Quality Control Board regulations. The project shall be designed to specify preferential use of Low Impact Development Best Management Practices that reduce pollutants and runoff volume.

29. Applicant shall comply with the valley wide NPDES permit requirements including but not limited to submittal of a WQMP for plan review accompanied by a $3,000 plan check deposit for approval including executed maintenance agreement. All unused plan check fees will be refunded to the applicant upon approval of the Final WQMP.

30. The developer shall submit a Fugitive Dust Control and Erosion Control plan in accordance with Guidelines set forth by CMC and SCAQMD to maintain wind and drainage erosion and dust control for all areas disturbed by grading. Exact method(s) of such control shall be subject to review and approval by the City Engineer. No sediment is to leave the site. Additional securities, in bond form, in amount of $2,000.00 per acre of gross area, and a one-time cash deposit of $2,000.00 are required to insure compliance with this requirement. No work may be started on or off site unless the PM-10 plan has been approved, the original plans, and executed dust control agreement, are filed in the engineering department at the City of Coachella.
16 Item 2.

31. Applicant shall submit for review and approval by the City Engineer all documents related to any existing and proposed on-site and off-site easements that may affect the development of the site. All easements shall be identified on the engineering plans.

32. Site access improvements shall be in conformance with the requirements of Title 24 of the California Administrative Code. This shall include access ramps for off-site and onsite streets as required.

STREET IMPROVEMENTS:

33. Street improvement plans prepared by a California Registered Civil Engineer shall be submitted for review and approval by the City Engineer. All street improvements including street lights shall be designed and constructed in conformance with City Municipal Code, General Plan, and Standards and Specifications. Street flow line grade shall have a minimum slope of 0.35 %.

34. Applicant shall construct all off-site and on-site improvements including street pavement, curb, gutter, sidewalk, street trees, perimeter walls, perimeter landscaping and irrigation, storm drain, street lights, and any other incidental works necessary to complete the improvements. Driveways shall conform to City of Coachella standards for commercial driveways with a minimum width of 24.00 feet and curbed radius entrances.

35. Applicant shall obtain approval of site access and circulation from Fire Marshall.

36. The applicant shall provide necessary utility easements for IID and underground overhead distribution lines within the project boundaries. Applicant shall submit to the City a letter from IID that satisfies this requirement.

37. The applicant shall pay all necessary plan check, permit and inspection fees. Fees will be determined when plans are submitted to the City Engineering Department for plan check.

ROUGH GRADING:

38. Prepare and submit rough grading and erosion control plans for the project.

39. The project's soils engineer shall certify to the adequacy of the grading plan.

40. All projects developing one (1) acre or more of total land area, or which are part of a larger phased development that will disturb one acre of land, are required to obtain coverage under the State Water Resources Control Board's (SWRCB) General Permit for storm water discharges associated with construction activity. Proof of filing a Notice of Intent (NO) with the SWRCB for coverage under this permit is required. The Waste Discharger's Identification Number (WDID), issued by the SWRCB, must be shown on the grading plans. The project's Storm Water Pollution Prevention Plan shall be submitted for the City's review and approval.

PRECISE GRADING:
17 Item 2.

41. A precise grading/improvement plan, prepared by a California Registered Civil Engineer, showing building footprints, pad elevations, finished grades, drainage routes, retaining walls, erosion control, slope easements, and all other pertinent information shall be submitted for review and approval by the City Engineer.

42. Rough grading shall be certified by the project soils engineer prior to issuance of a permit for precise grading or building construction.

43. Provide and record a reciprocal use and maintenance agreement to assure common ingress and egress and joint maintenance of all common access, parking areas and drives.

44. If applicant is planning to build a wall, separate permits shall be required for wall construction. The maximum height of any wall shall be limited to six (6) feet as measured from an average of the ground elevations on either side.

SEWER and WATER IMPROVEMENTS:

45. Sewer & Water Improvement Plans prepared by a California Registered Civil Engineer shall be submitted for engineering plan check and City Engineer approval.

46. Applicant shall construct all off-site and on-site water improvements and any other incidental works necessary to complete the improvements. Size and location of sewer and water improvements shall be approved by the City Engineer.

47. A final soils report, compaction report and rough grading certificate shall be submitted and approved prior to issuance of any building permits.

48. Provide a set of proposed Covenants, Conditions and Restrictions (CC&R) for review and approval. The proposed CC&Rs shall contain the Association's/Owner's maintenance obligations with respect to various facilities including, but not limited to, right-of-way and private landscaping, private streets, sidewalks, utilities, street lights, and Water Quality Management Plan (WQMP) features. This document must be submitted to and approved by the City before it is submitted to any other governmental entity.

49. Prior to issuance of building permits, all required public improvements, including landscaping and Lighting of the retention basins, and landscaped areas along the exterior streets, shall be completed or secured with appropriate sureties to the satisfaction of the City Engineer. An engineering final inspection is required. "As-built" plans shall be submitted to and approved by the City Engineer. Prior to acceptance of the improvements by the City, such plans, once approved, shall be given to the city on compact disk in AutoCad format. All off-site and on-site improvements shall be completed to the satisfaction of the City Engineer prior to acceptance of improvements for maintenance by the City.
18 Item 2.

50. The applicant's Civil Engineer shall field verify and certify that all BMPs are designed, constructed, and functional in accordance with the approved WQMP.

PRIOR TO RELEASE OF OCCUPANCY PERMITS/ACCEPTANCE OF PUBLIC IMPROVEMENTS:

51. Prior to issuance of certificate of occupancy, all public improvements, including landscaping and lighting of the retention basins, and landscaped areas along the exterior streets, shall be completed to the satisfaction of the City Engineer. An engineering final inspection is required. "As-built" plans shall be submitted to and approved by the City Engineer. Prior to acceptance of the improvements by the City, such plans, once approved, shall be given to the city on compact disk in AutoCad format. All off-site and on-site improvements shall be completed to the satisfaction of the City Engineer prior to acceptance of improvements for maintenance by the City. 19 Item 2.
1 STAFF REPORT
7/3/2024
TO: Planning Commission Chair and Commissioners
FROM: Anahi Fernandez, Management Analyst
SUBJECT: Roots Cafe Conditional Use Permit No. 374, Architectural Review No. 23-16, a proposal to establish a 1,854 square foot retail cannabis business within an existing commercial building located at 45-800 Dillon Road, APN 696-550- 008; Applicant: Greg Klibanov.

STAFF RECOMMENDATION:

Staff recommends that the Planning Commission adopt Resolution No. PC2024-15 adopting Conditional Use Permit (CUP) No. 374 and Architectural Review (AR) No. 23-16 pursuant to the findings and conditions attached to this staff report.

BACKGROUND:

The project is proposed on a 1.27-acre site
located east of Dillon Road and south of
Vista Del Norte as shown on the aerial
photograph. The address of the project site is
45-800 Dillon Road. The site contains an
existing building that was previously used as
a convenience store and fuel station. The
building has been vacant since 2008. A
wireless telecommunication facility is also
located on the property, and in 2023, an
electronic billboard was approved on the site.

The billboard has been issued a permit and is
pending construction.

Discussion/Analysis:

The applicant, Greg Klibanov has submitted
a request for to allow a 1,854 square foot
storefront retail cannabis dispensary known as The Cake House. The proposed dispensary is compliant with the Coachella Municipal Code (CMC) Chapter 17.84 Retail Cannabis Business Definitions as follows: "Storefront retailer" means a business that has a storefront open to the Project Site
20 Item 3.
2 public where cannabis or cannabis products are offered for retail sale to consumers, where delivery may or may not be included as part of the business's operation.

The photographs below were taken June 2024. The first photograph was taken from Vista Del Norte and shows the north side of the existing building. As shown on the photograph, the site contains an existing abandoned building and canopy.

The image below was taken from Dillon Road and illustrates the west side of the building. 21 Item 3.
3 The site has an active Code Enforcement case with violations related to the building being unsecured, unmaintained landscaping, and property debris. The refurbishment of the building and proposed exterior work will help address the violations and is included in conditions to address prior to building permit issuance.

Overview of the Roots Cafe Project: CUP 374 and AR 23-16 CUP 374 proposes to establish a 1,854 square foot retail cannabis business known as The Cake House within an existing commercial building and AR 23-16 proposes the remodeling and exterior improvements to the existing building. Plans include the demolition and modifications to interior partitions and doors. New plumbing fixtures will be installed, and mechanical and electrical systems will be brought up to current codes. A copy of the existing building floor plan is illustrated below.

The proposed interior floor plan of the building is attached below and includes:
• A 866 square foot retail sales area
• A 59 square foot office space
• A 88 square foot breakroom for staff
• 542 square feet of open multiuse corridor space
22 Item 3.
4 Below are the proposed building elevations for the Roots Cafe project:
23 Item 3.
5 The front elevations will be enhanced with stucco finish and a glass curtain wall. The roof will remain the same and will be refinished as needed. The east, south, and west sides of the building will also include a stucco finish with painted wood fascia, the colors have yet to be decided. The existing Spanish tile fascia is to remain.

Signage
New signs will replace the existing signs that are located on the north and west sides of the property. Applicant did not submit signage details, but has been conditioned to submit a detailed sign plan to the Planning Division that includes an embossed design, individual channel lettering, or other high quality design. The existing signs that will be replaced are shown below:
24 Item 3.
6 Landscaping
Landscape will be planted to meet current City landscape requirements as shown on the exhibit below. Staff has conditioned applicant to plant landscaping along entire property frontage on Vista Del Norte and Dillon Road up to the I-10 ramp intersection. The applicant is also required to prepare and submit a detailed landscaping plan for review and approval prior to the issuance of building permits. Below is the submitted landscape plan for the project. 25 Item 3.
7 Dillon Road North Paving Project
The proposed project is adjacent to the Dillon Road North Paving Project that will begin construction in late July 2024. The Dillon Road North Paving Project will remove and replace the pavement on Dillon Road from Vista Del Norte to Avenue 44, at the City limits. The project will include the removal and replacement of damaged curbs at the medians, ADA ramps, and concrete cross gutter at Vista Del Norte, including an ADA ramp at the Northwest corner of the Roots Cafe project site. The image below shows the Dillon Road Paving Project work to be started in late July 2024.

Environmental Setting:

The site is designated Regional Retail District on the 2035 Coachella General Plan as illustrated on the exhibit below. Surrounding properties in all directions are also designated Regional Retail District on the 2035 Coachella General Plan.
26 Item 3.
8 The project site is zoned Regional Commercial (R-C) as illustrated on the exhibit below.

Surrounding properties to the north, south, east and west are zoned R-C as well.

Surrounding land uses are illustrated on the aerial photograph below.

Site
27 Item 3.
9 Property to the west across Dillon Road consists of a Del Taco restaurant, northwest of Dillon Road is the Love’s Travel Stop complex, and to the East of the project site is the Chevron fuel station. The I-10 ramp intersection is to the south of the property.

Consistency with the Coachella General Plan
The proposed project is within the Regional Retail District land use designation of the General Plan 2035 Land Use Element. The project is consistent with the development intensity permitted by the Regional Retail District land use category.

Consistency with the (R-C) Regional Commercial Zone
The project is consistent with the development standards of the R-C, Regional Commercial zone.

The project complies with the development standards of the Zoning Ordinance for parking, lot requirements, height, landscaping and drive through stacking. Table 1 below displays the development standards of the Zoning Ordinance.
28 Item 3.
10 Table 1 – Development Standards
Zoning Ordinance Proposed Complies
with Code
Parking
(Minimum)
Commercial: Roots Cafe - 8
spaces required.

Requirement is 1 space for each
250 sq. ft. of gross floor area.

Roots Cafe - 8 spaces Yes
Lot
Requirements
Minimum Lot Size 20,000 sq. ft. Roots Cafe – Lot size is 56,762 sq. ft.

Yes
Height
(maximum)
35’ Roots Cafe – 28’4” Yes
Landscaping • Parking area or driveway
abutting a street requires a 10
foot setback fully landscaped.
• Internal landscaping equal to
a minimum of 5% of the
parking and driveway area.
• Parking and driveway area in
commercial zones shall be
separated from building by a
landscape planter.
• One 15 gallon tree for every
10 parking spaces.
• All landscape planter beds in
interior parking areas shall be
not less than five feet in width
• 10-foot setback is met.
• Internal landscaping is
equal to 54.9% of
parking area.
• Landscape planters are
proposed adjacent to
parking spaces and new
landscaping is proposed
around the building.
• Site has less than 10
parking spaces.
• Landscape planters are
more than 5’ in width.

Yes
Consistency with Chapter 17.84 (Retail Cannabis Businesses and Chapter 17.85 (Commercial Cannabis Activity)
The proposed project is consistent with the requirements of both Chapters 17.84 and Chapter 17.85 of the Coachella Municipal Code.

ENVIRONMENTAL REVIEW:

The City has determined that the project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301, (Class 1) Existing Facilities, of the CEQA guidelines that provides an exemption for the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use including 29 Item 3.
11 interior or exterior alterations involving such things as interior partitions, plumbing and electrical conveyances. CUP 374 and AR 23-16 meet the criteria for a Section 15301, Class 1 CEQA exemption.

CORRESPONDENCE
Please see Attachment No. 3 for correspondence received for this project from Imperial Irrigation District (IID) and Riverside County Fire Department.

ALTERNATIVES:
1) Adopt Resolution No. PC2024-15 Conditional Use Permit No. 374 and AR 23-16 with the findings and conditions as recommended by Staff.
2) Deny Conditional Use Permit No. 374 and AR 23-16.
3) Continue these items and provide staff and the applicant with direction.

RECOMMENDED ALTERNATIVE(S):

Staff recommends alternative #1.

Attachments:

1. Resolution No. PC2024-15 for CUP 374 and AR 23-16.

Exhibit A: Conditions of Approval for CUP 330 and CUP 331

2. Architectural Exhibits

3. Correspondence
30 Item 3.

RESOLUTION NO. PC2024-15

A RESOLUTION OF THE CITY OF COACHELLA PLANNING COMMISSION APPROVING CONDITIONAL USE PERMIT NO. 374 (CUP 374) AND
ARCHITECTURAL REVIEW No. 23-16 (AR 23-16) TO CONVERT AN EXISTING COMMERCIAL BUILDING INTO A 1,854 SQUARE FOOT STOREFRONT RETAIL CANNABIS BUSINESS LOCATED AT 45800 DILLON ROAD, COACHELLA, CA 92236 (APN 696-550-008). GREG KLIBANOV (APPLICANT).

WHEREAS Greg Klibanov (on behalf of Roots Cafe) filed an application for Conditional Use Permit (CUP 374) and Architectural Review (AR 23-16) to allow a new storefront retail cannabis business on property located at 45-800 Dillon Road (Assessor’s Parcel No. 696-550-008); and, WHEREAS the Planning Commission conducted a duly noticed public hearing on Conditional Use Permit (CUP 374) and Architectural Review (AR 23-16) on July 3, 2024 at the Council Chambers, 1515 Sixth Street, Coachella, California regarding the proposed project; and WHEREAS the Applicant and members of the public were present and were afforded an opportunity to testify regarding the Project; and,
WHEREAS, the Project is permitted pursuant to Chapter 17.74 of the Coachella Municipal Code, and the attendant applications for Conditional Use Permit 374 and Architectural Review 23-16 to allow the Project; and,
WHEREAS the proposed use is necessary or desirable for the development of the community, is consistent with the objectives of the City’s General Plan, and is not detrimental to the existing uses or the uses specifically permitted in the zone in which the proposed use is to be located; and, WHEREAS the proposed site is adequate in size and shape to accommodate the proposed development; and,
WHEREAS the site for the proposed conditional use relates properly to streets which are designed to carry the type and quantity of traffic to be generated by the proposed use; and, WHEREAS, the proposed project is exempt from the California Environmental Quality Act, as amended; and,
WHEREAS the conditions as stipulated by the City are necessary to protect the public health, safety and welfare of the community.

NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission of the City of Coachella, California hereby approve Conditional Use Permit (CUP 374) and Architectural Review (AR 23-16) with the findings listed below and subject to the Conditions of Approval for the Roots Cafe Project contained in “Exhibit A” and made a part herein.

Findings for Conditional Use Permit No. 374 and Architectural Review 23-16

1. The Conditional Use Permit is consistent with the goals, objectives, policies, and implementation 31 Item 3.

Resolution PC2024-15

Page 2 ends

measures of the Coachella General Plan 2035. The site has a Regional Retail District land use designation that allows for a wide range of retail, lodging, entertainment, and residential uses. The proposed uses on the site are in keeping with the policies of the Regional Retail District land use classification and the Project is internally consistent with other General Plan policies for this type of development. The Project is in compliance with the applicable land use regulations and development standards of the City’s Zoning Code. The site plan for CUP 374 proposes to convert the existing building into The Cake House, a proposed 1,854 square foot indoor retail cannabis business. The project entails improvements to both the interior of the building and exterior of the site. Improvements to indoor structural, electrical, and plumbing are proposed as part of the Project. Exterior improvements include a new parking lot, new and upgraded landscaping along with building façade.

2. Every use, development of land and application of architectural guidelines and development standards shall be considered on the basis of the suitability of the site for a particular use or development intended, and the total development, including the prescribed development standards, shall be so arranged as to avoid traffic congestion, ensure the protection of public health, safety and general welfare, prevent adverse effects on neighboring property and shall be in accord with all elements of the general plan. The Project site is within the Regional Retail District land use designation of the City’s General Plan. This category provides for a broad spectrum of land uses. The proposed uses are compatible with existing adjacent and proposed land uses.

3. The Project will be compatible with neighboring properties with respect to land development patterns and application of architectural treatments. The plans submitted for this Project propose to convert the existing building into The Cake House, a proposed 1,854 square foot indoor retail cannabis business. The project entails improvements to both the interior of the building and exterior of the site. Improvements to indoor structural, electrical, and plumbing are proposed as part of the Project. Exterior improvements include a new parking lot, new and upgraded landscaping along with building façade. The Project will be in keeping with the scale, massing, and aesthetic appeal of existing land uses and future development.

4. The City has determined that the project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301-(Class 1) Existing Facilities of the CEQA guidelines that provides an exemption for the operation, repair, maintenance, permitting, leasing, licensing, or minor alteration of existing public or private structures, facilities, mechanical equipment, or topographical features, involving negligible or no expansion of existing or former use including interior or exterior alterations involving such things as interior partitions, plumbing and electrical conveyances. CUP 374 and AR 23-16 meet the criteria for a Section 15301-Class 1 CEQA exemption. 32 Item 3.

Resolution No. PC2024-15

Page 3 ends

PASSED APPROVED and ADOPTED this 3
rd day of July 2024.
___________________________________
Jason Hernandez, Chairperson
Coachella Planning Commission
ATTEST:
_________________________________
Gabriel Perez
Planning Commission Secretary
APPROVED AS TO FORM:
___________________________________
Carlos Campos
City Attorney
33 Item 3.

I HEREBY CERTIFY that the foregoing Resolution No. PC2024-15, was duly adopted at a regular meeting of the Planning Commission of the City of Coachella, California, held on the 3 rd day of July 2024, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
___________________________________
Gabriel Perez
Planning Commission Secretary
34 Item 3.

Resolution No. PC 2024-15 EXHIBIT A

CONDITIONS OF APPROVAL FOR
CONDITIONAL USE PERMIT NO. 374 AND ARCHITECTURAL REVIEW NO. 23-16

ROOTS CAFE
General Conditions

1.) The applicant shall comply with all requirements and conditions of approval as included in CUP 374, AR 23-16, and any modifications or extensions thereof, as listed in those Notice of Actions for each respective approval and Resolution No. PC2024-.

2.) Conditional Use Permit No. 374 and Architectural Review No. 23-16 shall be valid for 12 months from the effective date of said Planning Commission approvals unless the applicant requests an extension of time and granted by the Planning Commission.

Issuance of building permits and pursuit of construction will vest the Conditional Use Permit.

3.) The applicant shall defend, indemnify and hold harmless the City of Coachella, its officials, officers, employees, and agents from and against any claim, action, or proceeding against the City, its officials, officers, employees or agents to attack, set aside, void or annul any project approval or condition of approval of the city concerning this project, including but not limited to any approval or condition of approval or mitigation measure imposed by the City Council or Planning Commission. The City shall promptly notify the applicant of any claim, action, or proceeding concerning the project and the City shall cooperate fully in the defense of the matter. The City reserves the right, at its own option, to choose its own attorney to represent the City, its officials, officers, employees and agents in the defense of the City Attorney, within five days of the effective date of this approval

4.) Prior to building permit issuance, a final landscape, lighting and irrigation plan must be approved by the Development Services Department with added low intensity landscape lighting. Applicant shall also coordinate with Utilities Department for approval of landscape plan. Parking areas shall comply with City Parking Landscape Standards per Section 17.54 of the Coachella Municipal Code. All landscape, lighting, and irrigation requirements shall be met to the satisfaction and discretion of the Development Services Director. The applicant may provide an alternative to the requirements for the landscape, lighting, and irrigation plan that ensures a high quality design to be approved to the satisfaction and discretion of the Development Services Director. a. Applicant shall provide shade trees, ¾ inch gravel, and a diversity of shrubs and flowering varieties along public R.O.W. Landscape planters along public R.O.W shall be completely ¾ inch rock with no D.G. and shall provide low intensity landscape up lighting. Landscape planters within the site shall implement ¾ inch rock.
35 Item 3.

Resolution No. PC 2024-15 EXHIBIT A
b. Applicant shall landscape common area landscape areas along all property frontage on Vista Del Norte and all property frontage on Dillon Road up to the I10 off-ramp intersection to the satisfaction of the Development Services Director and City Engineer.
c. Vines shall be placed along face of the existing block wall and at trash enclosure. d. Landscape planters shall be installed at the fuel pads adjacent to the parking spaces under the existing canopy structure.
e. For any driveways into the site that are removed at the direction of the City Engineer as part of this project, a landscape planter shall be installed in its place and shall connect to the adjacent landscape planters along the public right-of-way.

This requirement shall be met at the discretion and feasibility determined by the Development Services Director.

5.) All on-site asphalt and concrete pavement shall be repaired to a high-quality, safe and sound condition to the satisfaction of the Development Service Director and City Engineer.

6.) The entire lot shall be paved with asphalt, concrete, or surfaced with landscape gravel to the satisfaction and discretion of the development services director and City Engineer.

7.) Perimeter chain-link fence shall be removed and shall be replaced with combo wall (block and wrought-iron). Applicant shall submit fence plan to be approved by Development Services Director prior to building permit issuance.

8.) Prior to building permit issuance, a detailed sign plan shall be submitted and approved by the Development Services Director. All on-site signage shall not be flat cabinet signs, and instead shall be individual channel lettering, embossed, or other high quality design to the satisfaction of the Development Services Director. Any existing sign structures not in use shall be removed prior to certificate of occupancy at the discretion of the Development Services Director.

9.) The site landscaping shall be maintained in good condition at all times, and the owner or operator of the facility shall be responsible for replacing any damaged, dead or decayed landscaping as soon as practicable, and in accordance with the approved landscape plan.

The applicant shall enter into a landscape agreement with the City prior to issuance of a certificate of occupancy to ensure that all on-site and off-site landscaping is maintained in a first-class condition.

10.) The applicant shall submit, and must obtain approval from the Development Services Director, a letter from a registered landscape architect confirming that landscaping and irrigation have been installed in accordance with the approved plans prior to issuance of a certificate of occupancy.
36 Item 3.

Resolution No. PC 2024-15 EXHIBIT A

11.) Prior to building permit issuance, site soil testing shall be conducted on site for pesticides, herbicides, and PFAS (an emerging contaminant), per the recommendation of the Phase 1 Environmental Assessment conducted on site. Any mitigations measures from soil testing report shall be implemented to plans submitted for building permit approval.

12.) The construction plans shall include written confirmation from the Coachella Valley Water District that there is no interference with agricultural drainage lines, right of way or easements.

13.) Prior to certificate of occupancy, any existing on-site damaged structures, light posts, signage, and pavement shall be repaired, including but not limited to, structures that shows signs of cracking, corrosion, vandalism, chipped paint, missing fixtures, and/or other damage.

Building and Safety Division

14.) Plans must be prepared by a licensed design professional. Business and Professions Code 5537&6737.

15.) Project is subject to comply with all the requirement of Chapter 11B- Handicap Accessibility of the California Building Code.

16.) Provide path of travel from both Dillon Rd. and Vista Del Norte.

17.) Landscaping shall be in compliance with California Green Building Standards Code (CGBSC):
a. CGBSC 5.106.12 Shade Trees Shade tree plantings, minimum No. 10 container size or equal, shall be installed to provide shade over 50 percent of the parking area within 15 years. Exceptions: Surface parking area covered by solar photovoltaic shade structures or shade structures with roofing materials that comply with Table A5.106.11.2.2 in Appendix A5 shall be permitted in whole or in part in lieu of shade tree plantings.
b. CGBSC 5.106.12.2 Landscape Areas – Shade tree plantings, minimum No. 10 container size or equal shall be installed to provide shade of 20% of the landscape area within 15 years.
c. 5.106.12.3 Hardscape Areas – Shade tree plantings, minimum No. 10 container size or equal shall be installed to provide shade over 20 percent of the hardscape area within 15 years.

18.) Provide bicycle parking for visitors and staff show on proposed site plan per California Green Building Standards Code (CGBSC) Section 5.106.4.
37 Item 3.

Resolution No. PC 2024-15 EXHIBIT A
Code Enforcement

19.) Code Enforcement violations shall be abated prior to issuance of building permits to the satisfaction of the Code Enforcement Manager.

Utilities Department

20.) The project may be required to connect to the City’s public water and wastewater systems.

In the event that new connections are required, the applicant shall submit water and sewer plans for approval.

21.) New water and sewer connections are subject to the collection of impact fees.

22.) All fire lines require the installation of Double Check Detector Assemblies.

23.) Applicant is responsible for repairs on the existing water and/or sewer connection if required and determined by the department.

24.) All buildings may require individual meters.

25.) Irrigation may require its own meter.

26.) All water connections shall install 4G AMI master meters.

27.) All service lines shall be copper tubing per the approved list of materials.

28.) All materials shall be per the approved list of materials provided by the Engineering Department or the Utilities Department.

29.) No new water connections shall be shown on the landscape plans, all connections shall be in the water improvement plans.

30.) Complete Wastewater Discharge Survey in order to be granted a Wastewater Discharge Permit.

31.) Trees/shrubs must have a minimum of 15’ separation distance from the Utilities water/sewer laterals. Or minimum 10’ separation distance from water/sewer laterals with root barrier.

32.) Plumbing blueprints depicting water and sanitary lines.

33.) Water and sewer point of connection to the City’s utilities.

34.) Backflow devices are required on all non-residential connections installed within 12” of the meter box.
38 Item 3.

Resolution No. PC 2024-15 EXHIBIT A

35.) Plumbing code fixture schedule with total DFU’s listed. a. For tenant improvements, current and proposed plumbing code fixture schedule must be provided.

Engineering Department
PRIOR TO APPROVAL OF ENGINEERING PLANS or ISSUANCE OF ENGINEERING PERMITS:

GENERAL:

36.) Prepare and record necessary drainage easements to implement the project in accordance with drainage law.

37.) The developer shall submit a Fugitive Dust Control and Erosion Control plan in accordance with Guidelines set forth by CMC and SCAQMD to maintain wind and drainage erosion and dust control for all areas disturbed by grading. Exact method(s) of such control shall be subject to review and approval by the City Engineer. No sediment is to leave the site. Additional securities, in bond form, in amount of $2,000.00 per acre of gross area, and a one-time cash deposit of $2,000.00 are required to insure compliance with this requirement. No work may be started on or off site unless the PM-10 plan has been approved, the original plans, and executed dust control agreement, are filed in the engineering department at the City of Coachella.

38.) Applicant shall submit for review and approval by the City Engineer all documents related to any existing and proposed on-site and off-site easements that may affect the development of the site. All easements shall be identified on the engineering plans.

39.) Site access improvements shall be in conformance with the requirements of Title 24 of the California Administrative Code. This shall include access ramps for off-site and onsite streets as required.

40.) Applicant shall obtain approval of site access and circulation from Fire Marshall.

41.) The applicant shall provide necessary utility easements for IID and underground overhead distribution lines within the project boundaries. Applicant shall submit to the City a letter from IID that satisfies this requirement.

42.) The applicant shall pay all necessary plan check, permit and inspection fees. Fees will be determined when plans are submitted to the City Engineering Department for plan check. 39 Item 3.

Resolution No. PC 2024-15 EXHIBIT A
PRECISE GRADING:

43.) A precise grading/improvement plan, prepared by a California Registered Civil Engineer, showing building footprints, pad elevations, finished grades, drainage routes, retaining walls, erosion control, slope easements, parking lot improvements and all other pertinent information shall be submitted for review and approval by the City Engineer.

44.) Rough grading shall be certified by the project soils engineer prior to issuance of a permit for precise grading or building construction.

45.) If applicant is planning to build a wall, separate permits shall be required for wall construction. The maximum height of any wall shall be limited to six (6) feet as measured from an average of the ground elevations on either side.

STREET IMPROVEMENTS:

46.) Applicant shall construct all off-site and on-site improvements including street pavement, curb, gutter, sidewalk, street trees, perimeter walls, perimeter landscaping and irrigation, storm drain, street lights, and any other incidental works necessary to complete the improvements. Driveways shall conform to City of Coachella standards for commercial driveways with a minimum width of 24.00 feet and curbed radius entrances.

47.) Applicant shall construct following Streets improvements to conform to the General Plan and/or requirements of Traffic Study.
1) Dillon Road - Public Roadway as shown on the RAC and per these comments shall include the following:
a. This street is classified as Major Arterial with Bicycle lane with 118 feet of right-of-way as per City of Coachella General Plan. b. Applicant shall remove the northerly driveway on Dillon Road that is too close to the intersection of Vista del Norte and replace it with new concrete sidewalk.
c. Applicant shall install all sidewalk, curb and gutter transitions to uniformly connect to existing adjacent improvements all other appurtenances as required to the satisfaction of the City Engineer. d. Applicant shall construct all appurtenant roadway components within project limits such as, but not limited to: sidewalk, ADA ramps, legends, Traffic control signs and street name signs within project limits and shall be require to extend curb and gutter, sidewalk to the I-10 off-ramp intersection and install an ADA ramp at the southerly terminus of the new sidewalk to satisfaction of the City Engineer.
40 Item 3.

Resolution No. PC 2024-15 EXHIBIT A
e. Applicant shall underground all existing dry utilities if existing at northbound lane within project limits such as, but not limited to: power poles, telecommunication poles and all other existing dry utilities. 2) Vista del Norte - Public Roadway as shown on the RAC and per these comments shall include the following:
a. This street is classified as Collector with bicycle lane with 90 feet of right-of-way as per City of Coachella General Plan.
b. Applicant shall remove one of the driveways on Vista del Norte and replace it with new concrete sidewalk.
c. Applicant shall install all sidewalk, curb and gutter transitions to uniformly connect to existing adjacent improvements all other appurtenances as required to the satisfaction of the City Engineer. d. Applicant shall construct all appurtenant roadway components within project limits such as, but not limited to: sidewalk, ADA ramps, legends, Traffic control signs and street name signs within project limits to satisfaction of the City Engineer.
e. Applicant shall underground all existing dry utilities if existing at northbound lane within project limits such as, but not limited to:
power poles, telecommunication poles and all other existing dry utilities.

SEWER and WATER IMPROVEMENTS:

48.) Sewer & Water Improvement Plans prepared by a California Registered Civil Engineer shall be submitted for engineering plan check and City Engineer approval.

49.) Applicant shall construct all off-site and on-site water improvements and any other incidental works necessary to complete the improvements. Size and location of sewer and water improvements shall be approved by the City Engineer.

PRIOR TO ISSUANCE OF BUILDING PERMITS:

50.) A final soils report, compaction report and rough grading certificate shall be submitted and approved prior to issuance of any building permits. 41 Item 3.

Resolution No. PC 2024-15 EXHIBIT A
Riverside County Fire Department

51.) Fire Protection Water Supplies/Fire Flow - Minimum fire flow for the construction of all buildings is required per CFC Appendix B. Prior to building permit issuance for new construction, the applicant shall provide documentation to show a (existing/proposed) water system capable of delivering the required fire flow. Specific design features may increase or decrease the required fire flow.
a. Will Serve Letters from the responsible water purveyor are required prior to a map recordation.

52.) Fire Protection Water Supplies/Hydrants - The minimum number of fire hydrants required, as well as the location and spacing of fire hydrants, shall comply with CFC Appendix C and NFPA 24. Fire hydrants shall be located no more than 400 feet from all portions of the exterior of the building along an approved route on a fire apparatus access road, unless otherwise approved by the Fire Department. Where new water mains are extended along streets where hydrants are not needed for protection of structures, standard fire hydrants shall be provided at spacing not to exceed 1000 feet along streets for transportation hazards. Fire hydrants shall be at least 40 feet from the building it is serving. A fire hydrant shall be located within 20 to 100 feet of the fire department connection for buildings protected with a fire sprinkler system. The size and number of outlets required for the approved fire hydrants are 4” x 2 ½” x 2 ½” (super hydrant). Reference CFC as amended and NFPA 24.

53.) Fire Department Access - Fire apparatus access roads shall be provided to within 150 feet of all exterior portions of buildings, unless otherwise approved by the Fire Department.

Fire apparatus access roads shall have an unobstructed width of not less than 24 feet.

Dead-end fire apparatus access roads in excess of 150 feet shall be provided with an approved turn around. The minimum required turning radius of a fire apparatus access road is 38 feet outside radius and 14 feet inside radius. The construction of the fire apparatus access roads shall be all weather and capable of sustaining 75,000 lbs. Unless otherwise approved, the grade of a fire apparatus access road shall not exceed 16 percent and the cross slope shall not exceed 2.5 percent. The angles of approach and departure for fire apparatus access roads shall be a maximum of 6 percent grade change for 25 feet of approach/departure. Reference CFC as amended and Riverside County Fire Department Policies and Standards.
a. Fire Lane marking: Identification and marking of fire lanes, including curb details and signage shall be in compliance with Riverside County Fire Department Standards.

54.) Fire Department Access Turn Around - Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with a bulb turnaround at the terminus measuring a minimum of 38 feet outside radius and 14 feet inside radius. Parallel parking around the perimeter of the bulb is acceptable provided the bulb outside turning radius is increased 42 Item 3.

Resolution No. PC 2024-15 EXHIBIT A
by 8 feet. In-lieu of a bulb, a hammer-head type turnaround is acceptable where the top of the “T” dimension is 120 feet with the stem in the center. Additional turnaround designs may be acceptable as approved by the Fire Department. Reference CFC as amended and Riverside County Fire Department Policies and Standards.

55.) Fire Department Building Construction Plan Review - Submittal of construction plans to the Fire Department will be required. Final fire and life safety conditions will be addressed when the Fire Department reviews the plans. These conditions will be based on California Fire Code, California Building Code (CBC), and related codes/standards adopted at the time of construction plan submittal. Reference CFC as amended.

56.) Fire Sprinkler System - All new commercial buildings and structures 3,600 square feet or larger will be required to install a fire sprinkler system.

57.) Cannabis Facilities - Deferred submittals shall be required for Carbon Dioxide Gas Enrichments Systems and Plant Processing/Extraction Systems. Reference CFC as amended and Riverside County Fire Department Policies and Standards.

58.) Traffic Calming Devices - Requests for installation of traffic calming designs/devices on fire apparatus access roads shall be submitted for evaluation purposes, resulting in denial or approval by the Fire Code Official. Reference CFC as amended.

59.) Gate Access - All electronically operated gates shall be provided with Knox key switches and automatic sensors for access. These gates shall be provided with access to gate equipment or another method to open the gate if there is a power failure. (Manual gates shall not be locked unless a Knox padlock or Knox Box containing the key to the lock is installed in an approved location on the approach side of the gate). A pedestrian gate, if used to provide access, shall be a minimum 3 feet wide and provided with a Knox Box/Padlock if locked. Reference CFC as amended.

60.) UST Remediation – Environmental Health - Provide documentation of the remediation of any existing or previous Underground Storage Tanks utilized for the prior use of the fueling and service center. Riverside County Environmental Health shall be contacted and any requests or conditions for compliance shall be satisfied. 43 Item 3.

HERS FEATURE SUMMARY
THE FOLLOWING IS A SUMMARY OF THE FEATURES THAT MUST BE FIELDVERIFIED BY A CERTIFIED HERS RATER AS A CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS.

ADDITIONAL DETAIL IS PROVIDED IN THE BUILDING TABLES BELOW.

REGISTERED CF2RS AND CF3RS ARE REQUIRED TO BE COMPLETED IN THE HERS REGISTRY.

DOOR TYPE INDICATOR

WINDOW TYPE INDICATOR

MATCH LINE/DATUM POINT

DETAIL MARKER

SECTION MARKER

ELEVATION MARKER

DATUM POINT

DOOR TYPE NUMBER

WINDOW TYPE NUMBER

DETAIL LETTER, CORRESPONDS TO COORDINATES ON THE BORDER OF THE DRAWING

SHEET THAT SECTION APPEARS ON

EXTEND OF CUT

DIRECTION OF CUT

SHEET THAT DETAIL APPEARS ON

DETAIL LETTER, CORRESPONDS TO COORDINATES ON THE BORDER OF THE DRAWING

DIRECTION OF VIEW

SHEET THAT ELEVATION APPEARS ON
101
A101

DETAIL LETTER, CORRESPONDS TO COORDINATES ON THE BORDER OF THE DRAWING

SYMBOLS AND LEGEND
1 A101
1 A101
SIM
1i
1 Ref
1 Ref
1 Ref
1 Ref

PROJECT SITE

VISTA DEL SUR

VISTA DEL SUR

VISTA DEL NORTE

VISTA DEL NORTE
DILLON RD.

DILLON RD.

REDLANDS FWY.

REDLANDS FWY.

Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

TITLE SHEET
G101

PROJECT DATA
SCOPE OF WORK: IMPROVEMENT OF EXISTING COMERCIAL
BUILDING. PROPOSED USE IS COMMERCIAL.

TOTAL SCOPE OF WORK AREA: 1854SF
PROJECT ADDRESS: 45800 DILLON RD.

COACHELLA, CA 92236
HISTORIC: NO
ASSESSOR'S PARCEL NO.: 696-550-008
LEGAL DESCRIPTION: 1.27 ACRES M/L IN POR SE 1/4 OF SEC 20 T5S R8E EXISTING USE: COMMERCIAL AND SERVICES
PROPOSED USE: COMMERCIAL AND SERVICES
LOT SIZE: 1.303 AC - 56,762 SF
OCCUPANCY GROUP:

SPRINKLERS: NO
ZONING: RESIDENTIAL COMMERCIAL (R-C)
DOMAIN: RIVERSIDE COUNTY
PLANNING AREA: COACHELLA
STORIES: 1 STORY
YEAR OF CONSTRUCTION:

PROPOSED LANDSCAPE NO

PROPERTY SERVICED
BY NATURAL GAS: YES

PROPERTY CONNECTED
TO ELECTRICAL GRID: YES

SETBACK
FRONT YARD 15FT
SIDE YARD 0SF
REAR YARD 0SF
HEIGHT LIMIT 2 STORIES/35FT

PARKING REQUIREMENTS
PER SECTION 17.54.010 (C) (1)

ONE PARKING SPACE SHALL BE PROVIDED FOR EACH TWO HUNDRED FIFTY (250) SQUARE FEET OF GROSS FLOOR AREA.
8 PARKING STALL PROVIDING
OWNER: CAKE ENTERPRISES, INC
350 W. NINTH AVE. STE 106B
ESCONDIDO, CA 92025
DESIGNER: DIANE ZOURA

SENSES & SPACES
1750 E PALOMAR ST. SUITE 4
CHULA VISTA, CA 91913
[email protected]
ELECTRICAL: NEAL ALAGIA

ALAGIA ENGINEERING
17743 DEL PASO DR.
858.602.6996
[email protected]

CAKE HOUSE COACHELLA
45800 DILLON RD
COACHELLA CA92236

PROJECT DIRECTORY

VICINITY MAP

GENERAL NOTES

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION.

2. ALL CONTRACTORS SHALL REPORT ANY CONFLICT / INCONSISTENCIES IMMEDIATELY TO THE OWNER.

3. DO NOT SCALE DRAWINGS, DIMENSIONS PREVAIL.

4. ALL WORK UNDER ALL SECTIONS SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE HIGHEST STANDARDS OF PRACTICE RELATED TO

THE TRADES INVOLVED, AND SHALL BE COMPLETE AND PROPERLY COORDINATED WITH ALL WORK ADJACENT OR RELATED TO IT.

5. FRAMER SHALL LAYOUT ALL STUDS / CEILING JOISTS / RAFTERS TO

ACCOMMODATE RECESSED LIGHTS, EXHAUST FANS AND ANY OTHER ELECTRICAL / MECHANICAL FIXTURES.

6. OWNER SHALL PAY FOR BUILDING AND OTHER PERMITS. CONTRACTOR

SHALL OBTAIN BUILDING AND OTHER PERMITS FROM THE CITY OF JURISDICTION.

7. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING A MINIMUM OF 2%.

8. ALL NATURAL GAS APPLIANCES, THAT ARE INSTALLED IN THE BUILDING MUST BE EQUIPPED WITH APPROVED INTERMITTENT IGNITION DEVICES.

9. ANY EXISTING STRUCTURE OR MATERIAL TO REMAIN THAT IS DISTURBED

OR DAMAGED DURING CONSTRUCTION SHALL BE PATCHED TO MATCH EXISTING CONDITIONS.

10. CONTRACTOR SHALL UTILIZE WINDOW PRODUCTS WITH FULL U-VALUE

LABELING BY THE WINDOW MANUFACTURERS CHOICE OF DEFAULT OR NFRC-U METHOD. ALL EXTERIOR WINDOWS AND DOORS SHALL BE SET IN

SEALANT, WEATHERSTRIPPED AND LABELED AS COMPLYING WITH ANSI STANDARD.

11. SUPPLY AND INSTALL GALVANIZED SHEET METAL ROOF JACKS FOR VENTING. VENTS SHALL BE GANGED TOGETHER AND ROUTED TO BACKSIDE OF ROOF TO PENETRATE ROOF AS DIRECTED, MIN. 18" FROM FASCIA & 18" MIN. FROM RIDGES.

12. PROVIDE BUILDING ADDRESS NUMBERS VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-06 (UFC 901.4.4)

13. ALTERNATIVE COMPLIANCE MEASURES FOR BRUSH MANAGEMENT;

OPENINGS IN WALLS ADJACENT TO BRUSH MANAGEMENT ZONES, ALONG WITH A 10 FT. PERPENDICULAR RETURN, SHALL BE UPGRADED TO

DUALTEMPERED,
DUAL-GLAZED PANES. REF. L1.2.

IT IS THE INTENT OF THESE CONTRACT DOCUMENTS THAT THE NEW

CONSTRUCTION OF THE PROJECT WHEN COMPLETED SHALL CONFORM TO REGULATIONS AT THE TIME OF PLAN CHECK, OF THE FOLLOWING CODES.

GOVERNING CODES; PERFORM ALL WORK IN ACCORDANCE WITH THE

LASTED EDITION OF CALIFORNIA ADMINISTRATIVE CODES AND THE FOLLOWING ADOPTED CODES AND REGULATIONS, AND STANDARDS:
- CALIFORNIA AND FEDERAL OCCUPATIONAL HEALTH AND SAFETY ACTS. - CALIFORNIA BUILDING STANDARDS CODE 2022.
- CALIFORNIA MECHANICAL CODE 2022.
- CALIFORNIA PLUMBING CODE 2022.
- CALIFORNIA ELECTRICAL CODE 2022.
- CALIFORNIA TITLE 24 2022.
- CALIFORNIA FIRE CODE 2022.
- NATIONAL FIRE PROTECTION ASSOC.
- AMERICAN DISABILITY ACT.
- TCA CERAMIC TILE INSTALLATION 2022.
- MASONRY ASSOCIATION.
- CALIFORNIA ENERGY EFFICIENCY STANDARDS 2022.
- CALIFORNIA GREEN BUILDING STANDARDS CODE 2022.

APPLICABLE CODES

NOT TO SCALE

PROPERLY COMPLETED AND SIGNED CERTIFICATES OF INSTALLATION (CF2R FORMS) SHALL BE PROVIDED TO THE INSPECTOR IN THE FIELD. FOR PROJECTS REQUIRING HERS VERIFICATION, THE CF2R FORMS MUST BE

REGISTERED WITH A CALIFORNIA-APPROVED HERS PROVIDER DATA

REGISTRY
HERS VERIFICATION REQUIRED. PROPERLY COMPLETED CERTIFICATES OF VERIFICATION (CF3R FORMS) SHALL BE PROVIDED TO THE INSPECTOR IN THE FIELD. CF3R FORMS MUST BE REGISTERED WITH A CALIFORNIAAPPROVED HERS PROVIDER DATA REGISTRY

THE FOLLOWING ARE FEATURES THAT MUST BE INSTALLED AS

CONDITION FOR MEETING THE MODELED ENERGY PERFORMANCE FOR THIS COMPUTER ANALYSIS.

REQUIRED SPECIAL FEATURES

IF THE CITY BUILDING INSPECTOR DETERMINES NON-COMPLIANCE WITH ANY

ACCESSIBILITY PROVISIONS, A COMPLETE AND DETAILED REVISED PLANS

CLEARLY SHOWING ALL EXISTING NON-COMPLYING CONDITIONS AND THE

PROPOSED MODIFICATIONS TO MEET CURRENT ACCESSIBILITY
REQUIREMENTS (INCLUDING SITE PLAN, FLOOR PLANS, DETAILS, ETC.) WILL BE SUBMITTED TO THE DEPARTMENT FOR REVIEW AND APPROVAL.

NOTE

ENERGY EFFICIENCY NOTES
LT. LIGHT
L.V. LOW VOLTAGE
MAX. MAXIMUM

MECH MECHANICAL
MEMB. MEMBRANE

MFG MANUFACTURING
MFR. MANUFACTURER
MIN. MINIMUM
MISC. MISCELLANEOUS
MTL. METAL
MUL. MULLION
N. NORTH
N.I.C. NOT IN CONTRACT
NO. OR # NUMBER
N.T.S. NOT TO SCALE
O.A. OVERALL
O.C. ON CENTER
O.D. OUTSIDE DIAMETER
O.D. OVERFLOW DRAIN
OFF. OFFICE
O.H. OVERHEAD
O.H.C. OVERHEAD CABINET
OPNG. OPENING
OPP. OPPOSITE
PL. PROPERTY LINE OR PLATE

PL/SH POLE AND SHELF
PL. LAM. PLASTIC LAMINATE
PLSTR. PLASTER
PLUMB.PLUMBING
PLYWD. PLYWOOD
PNL. PANEL
PNTRY.PANTRY
P.P PLANTING POCKET
PR. PAIR

PRCST PRECAST
PREFAB. PREFABRICATED
PT. POINT
PTN. PARTITION
PTD. PAINTED
R. RISER
RAD. RADIUS

R RADIUS
R.D. ROOF DRAIN
REF. REFERENCE
REFR. REFRIGERATOR

REV REVERSE

REINF REINFORCE, REINFORCED
RGTR. REGISTER
REQ. REQUIRED
REST. RESISTANT
RESIL. RESILIENT
RM. ROOM
R.O. ROUGH OPENING
R.V. ROOF VENT
S. SOUTH
S.C. SOLID CORE
SCHED. SCHEDULE
S.D. STORM DRAIN
SECT. SECTION
S.F. SQUARE FEET
SH. SHELF
SHR. SHOWER
SHT. SHEET
SKYLT. SKYLIGHT
SL. SLOPE/SLIDER (WINDOW)
SL.DR. SLIDING GLASS DOOR
SPEC. SPECIFICATIONS
SQ. SQUARE
S.S. STAINLESS STEEL
S.ST. STAINLESS STEEL
ST. STONE
STD. STANDARD
STL. STEEL
STOR. STORAGE

STRUCT'S STRUCTURALS

STRUCT STRUCTURE
SUSP. SUSPENDED
SYM. SYMMETRICAL
T. TREAD
T.B. TOWEL BAR
TEL. TELEPHONE
TEMP. TEMPERED GLASS
T.&G. TONGUE AND GROOVE
THNK. THICK
THR. THRESHOLD
T.O.C. TOP OF CURB
T.P.D TOILET PAPER DISPENSER
T.V. TELEVISION
T.W. TOP OF WALL
TYP. TYPICAL
UNF. UNFINISHED
UDG. UNDERGROUND

VERT VERTICAL
V.P. VAPOR PROOF
W.C. WATER CLOSET
WD. WOOD
W.H. WATER HEATER

W/O WITHOUT
W.P. WATERPROOF
WT. WEIGHT
WTR. WATER
℄ CENTERLINE
⌀ DIAMETER OR ROUND
(E) EXISTING
ABV. ABOVE
ACOUS. ACOUSTICAL
A.D. AREA DRAIN
ADJ. ADJUSTABLE
A.F.F. ABOVE FINISH FLOOR
A.F.G ADJACENT FINISH GRADE
AGGR; AGGREGATE
AL. ALUMINUM
APPROX. APPROXIMATE
ARCH. ARCHITECT
BD. BOARD
B.I. BUILT-IN
BLDG. BUILDING
BLK. BLOCK
BLKG. BLOCKING
BLT. BOLT
BM. BEAM
BOT. BOTTOM
C. CONDUIT
CAB. CABINET
CEM. CEMENT
CER. CERAMIC
CLG. CEILING
CLO. CLOSET
CLR. CLEAR
C.M.U. CONCRETE MASONRY UNIT
CNTE. COUNTER
COL. COLUMN
CONC. CONCRETE
CONSTR. CONSTRUCTION
CONT. CONTINUOUS
CSMT. CASEMENT WINDOW
CTR. CENTER

D DRYER
DBL. DOUBLE
DEPT. DEPARTMENT
DET. DETAIL
DIA. DIAMETER
DIM. DIMENSION
DN. DOWN
D.O. DOOR OPENING

DR DOOR

DS DOWNSPOUT

DW DISH WASHER

DWG'S DRAWINGS
DWR. DRAWER
E. EAST
EA. EACH
E.J. EXPANSION JOINT
EL. ELEVATION
ELEC. ELECTRICAL
ENCL. ENCLOSED
EQ. EQUAL
EQUIP. EQUIPMENT
EXIST. EXISTING
EXP. EXPANSION
EXPO. EXPOSED
EXT. EXTERIOR

FAU FORCED AIR UNIT
F.D. FLOOR DRAIN
FDN. FOUNDATION
F.F. FINISH FLOOR
F.G. FINISH GRADE
F.H. FIRE HYDRANT
FIN. FINISH

FIXED FIXED WINDOW
FL. FLOOR
F.O.C. FACE OF CONCRETE
F.O.F. FACE OF FINISH
F.O.M. FACE OF MULLION
F.O.S. FACE OF STUD
F.P. FIREPLACE
FPRF. FIREPROOF

FRAM'G FRAMING
FT. FOOT OR FEET.

FTG. FOOTING
FURR. FURRING
FUT. FUTURE
G. GAS
GA. GAUGE
G.D. GARBAGE DISPOSAL

GFCI GROUND FAULT CIRCUIT INTERRUPTER
GL. GLASS
GND. GROUND
GR. GRADE
GYP. GYPSUM
GYP.BD. GYPSUM BOARD
HDR. HEADER
HDWD. HARDWOOD
HDWE. HARDWARE
H.M. HOLLOW METAL
HORIZ. HORIZONTAL
HR. HOUR
HT. HEIGHT
H.V.A.C. HEATING, VENTILATION & AIR

CONDITIONING
HORZ. HORIZONTAL
INSUL. INSULATION
INT. INTERIOR
LAV. LAVATORY

ABBREVIATIONS
DAVID J. MCKINLEY

MCKINLEY ENGINEERING
608 HILO WAY VISTA, CA 92081
619.857.3172
[email protected]

CAKE ENTERPRISES, INC
350 W. NINTH AVE. STE 106B
ESCONDIDO, CA 92025

WATER & SEWER

FINANCIALLY
RESPONSIBLE PARTY:

MECHANICAL, PLUMBING
AND TITLE - 24:

GENERAL
G 101 TITLE SHEET
G102 SITE PLAN

ARCHITECTURAL
A001 EXISTING + DEMO FLOOR PLAN
A101 PROPOSED FLOOR PLAN
A102 EGRESS FLOOR PLAN
A103 ACESSIBILITY FLOOR PLAN
A105 ELEVATIONS
A106 ELEVATIONS
A107 BUILDING SECTIONS
A108 ASSEMBLIES & SCHEDULES
A109 RESTROOM & ACCESSIBILITY DETAILS
A110 ACCESSIBILITY DETAILS
A111 ADA SIGNAGE & DETAILS
A112 ADA SIGNAGE & DETAILS
Attachment 2
44 Item 3.

REF.
x
x
x x x x x x x x x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
CVWD
EAS
E
M
E
NT
50' - 0"

VISTA DEL NORTE

DILLON ROAD

PL TO STREET CENTERLINE
55' - 0"
N45°06'07"E - 114.38' (N44º29'28"E)
S 45°06'09"E - 342.70'
N 87°56'39"W 268.23'
N 77°26'18"W - 161.63'
N27°09'10"E - 130.81' (N27º09'10"E)
(E) BUILDING TO BE REMODELED
1854 SF
ESMT
17' - 0"
C
VW
D
E
A
S
E
M
E
N
T
5 0' - 0"

PL TO STREET CENTERLINE
30' - 0"
8%
PL
PL
PL
1 1
2 3
4 5
3 3
3 3
6 7
7 8
8 8 8
8 9 10
11 12
13 14
15 16
16 17
18 18
15 16
15 15
16 3
19 20
20 21
21 21
38' - 6"
38' - 3"
18' - 0" 28' - 6"
19 22
22 22
23 3
24 25
26 22
22 100' - 0"

PROPOSED BILLBOARD SIGN

UNDER SEPARATE PERMIT

NO PARKING
ESMT
17' - 0"
27 2
28 22
29 30
31 30
CONCRETE AND PAVED AREAS: 25,946 sf
LANDSCAPE AREAS: 29,064 SF
2 32
LEGEND
(P/E) CONCRETE
(E) BUILDING TO BE REMODELED
(E) CANOPY TO REMAIN - NO WORK PROPOSED
(P/E) LANDSCAPE
(E) DIRT
(P) GRAVEL
(E) ASPHALT

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION.

2. ALL CONTRACTORS SHALL REPORT ANY CONFLICT / INCONSISTENCIES IMMEDIATELY TO THE OWNER.

3. DO NOT SCALE DRAWINGS, DIMENSIONS PREVAIL.

4. ALL WORK UNDER ALL SECTIONS SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE HIGHEST STANDARDS OF PRACTICE RELATED TO THE

TRADES INVOLVED, AND SHALL BE COMPLETE AND PROPERLY COORDINATED WITH ALL WORK ADJACENT OR RELATED TO IT.

5. FRAMER SHALL LAYOUT ALL STUDS / CEILING JOISTS / RAFTERS TO

ACCOMMODATE RECESSED LIGHTS, EXHAUST FANS AND ANY OTHER ELECTRICAL / MECHANICAL FIXTURES.

6. OWNER SHALL PAY FOR BUILDING AND OTHER PERMITS. CONTRACTOR SHALL OBTAIN BUILDING AND OTHER PERMITS FROM THE CITY OF JURISDICTION.

7. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING A MINIMUM OF 2%.

8. ALL NATURAL GAS APPLIANCES, THAT ARE INSTALLED IN THE BUILDING MUST BE EQUIPPED WITH APPROVED INTERMITTENT IGNITION DEVICES.

GENERAL NOTES

9. ANY EXISTING STRUCTURE OR MATERIAL TO REMAIN THAT IS DISTURBED OR

DAMAGED DURING CONSTRUCTION SHALL BE PATCHED TO MATCH EXISTING CONDITIONS.

10. CONTRACTOR SHALL UTILIZE WINDOW PRODUCTS WITH FULL U-VALUE

LABELING BY THE WINDOW MANUFACTURERS CHOICE OF DEFAULT OR NFRC-U METHOD. ALL EXTERIOR WINDOWS AND DOORS SHALL BE SET IN SEALANT, WEATHERSTRIPPED AND LABELED AS COMPLYING WITH ANSI STANDARD.

11. SUPPLY AND INSTALL GALVANIZED SHEET METAL ROOF JACKS FOR VENTING.

VENTS SHALL BE GANGED TOGETHER AND ROUTED TO BACKSIDE OF ROOF TO PENETRATE ROOF AS DIRECTED, MIN. 18" FROM FASCIA & 18" MIN. FROM RIDGES.

12. PROVIDE BUILDING ADDRESS NUMBERS VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-06 (UFC 901.4.4)

13. ALTERNATIVE COMPLIANCE MEASURES FOR BRUSH MANAGEMENT; OPENINGS IN WALLS ADJACENT TO BRUSH MANAGEMENT ZONES, ALONG WITH A 10 FT.

PERPENDICULAR RETURN, SHALL BE UPGRADED TO DUALTEMPERED, DUAL-GLAZED PANES. REF. L1.2.

Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

SITE PLAN
G102
1" = 20'-0"

SITE PLAN

KEYNOTES
1 ASPHALT PAVEMENT
2 CONCRETE PAVEMENT
3 LIGHT POLE
4 SEWER MANHOLE
5 SEWER CLEANOUT
6 (E) SIGN 1 TO REMAIN
7 ELECTRICAL POLE
8 (E) PALM TREE
9 VERIZON BOX
10 ELECTRICAL BOX
11 (E) GENERATOR
12 (E) EQUIP. ROOM
13 (E) CELULAR TOWER
14 DIRT
15 (E) CURB LINE TO REMAIN
16 (E) CURB CUT TO REMAIN
17 FIRE HYDRANT
18 WATER METER
19 EASEMENT SETBACK LINE
20 (E) 18" DIAM. CVWD DRAIN LINE
21 (E) CHAIN LINK FENCE
22 PLANTER
23 (E) BRICK WALL
24 (E) SIGN 2 TO REMAIN
25 TRANSFORMER
26 TELEPHONE BOX
27 TRASH & RECYCLE CAN
28 ACCESSIBLE PARKING SPACES AND THE ADJACENT

LOADING AND UNLOADING ACCESS AISLES SLOPES
SHALL NOT EXCEED 1/4" / FT. IN ANY DIRECTION.
29 ROUTE OF ACCESSIBLE TRAVEL
30 STANDARD PARKING STALL (8'-6" MIN. x 18'-0" MIN.)
31 (E) CANOPY - NO WORK PROPOSED
32 (P) BLOCK WALL
Attachment 2
45 Item 3.

NOTE: CONTRACTOR TO PROVIDE PROTECTION FOR ALL WALLS
AND BUILDING ELEMENTS TO REMAIN.

WALL / ITEM TO BE DEMOLISHED

WALL / ITEM TO REMAIN

FLOOR PLAN LEGEND

DOOR TO BE DEMOLISHED

DOOR TO REMAIN

SYMBOL DESCRIPTION

NEW WALL
(E) EMPLOY ROOM (E) BATHROOM
(E) COOLER
(E) RETAIL AREA
11' - 5 1/2" 15' - 9 3/4" 6' - 6" 27' - 8"
7' - 7 1/4" 7' - 9 1/4" 18' - 4 3/4" 6' - 10 3/4" 20' - 9 1/4" 10' - 8 1/4" 5' - 4 1/4" 12' - 0 3/4" 6' - 0" 11' - 4 3/4" 20' - 11 3/4" 7' - 0 1/4"
17' - 2 1/2" 7' - 5 1/2" 4' - 11 3/4"
7' - 2 1/4" 9' - 0 1/4" 4' - 10 1/2" 7' - 10"
10' - 0" 2' - 2 1/4" 5' - 0" 5' - 0" 2' - 9 3/4"
63' - 0 3/4"
29' - 8"
15' - 9" 11' - 1 1/4"
3' - 6 1/4" 10' - 0" 2' - 2 1/4" 10' - 0" 1' - 11 3/4" 5' - 10 1/4" 2' - 4"
3 44
4 54
4 3
6 66
4 7
8 8
3 4
5 2 3/4" / 1'-0"
2 3/4" / 1'-0"
2 3/4" / 1'-0"
2 3/4" / 1'-0"
2 3/4" / 1'-0"
1' - 6"
2' - 0"
3' - 0"
1' - 6"
15' - 9 1/2"
16' - 6"
1 1
2 2

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION.

2. ALL CONTRACTORS SHALL REPORT ANY CONFLICT /
INCONSISTENCIES IMMEDIATELY TO THE OWNER.

3. DO NOT SCALE DRAWINGS, DIMENSIONS PREVAIL.

4. ALL WORK UNDER ALL SECTIONS SHALL BE PERFORMED IN

STRICT ACCORDANCE WITH THE HIGHEST STANDARDS OF PRACTICE

RELATED TO THE TRADES INVOLVED, AND SHALL BE COMPLETE AND

PROPERLY COORDINATED WITH ALL WORK ADJACENT OR RELATED TO IT.

5. FRAMER SHALL LAYOUT ALL STUDS / CEILING JOISTS / RAFTERS

TO ACCOMMODATE RECESSED LIGHTS, EXHAUST FANS AND ANY
OTHER ELECTRICAL / MECHANICAL FIXTURES.

6. OWNER SHALL PAY FOR BUILDING AND OTHER PERMITS.

CONTRACTOR SHALL OBTAIN BUILDING AND OTHER PERMITS FROM THE CITY OF JURISDICTION.

7. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING A
MINIMUM OF 2%.

8. ALL NATURAL GAS APPLIANCES, THAT ARE INSTALLED IN THE

BUILDING MUST BE EQUIPPED WITH APPROVED INTERMITTENT IGNITION DEVICES.

9. ANY EXISTING STRUCTURE OR MATERIAL TO REMAIN THAT IS

DISTURBED OR DAMAGED DURING CONSTRUCTION SHALL BE PATCHED TO MATCH EXISTING CONDITIONS.

10. CONTRACTOR SHALL UTILIZE WINDOW PRODUCTS WITH FULL UVALUE LABELING BY THE WINDOW MANUFACTURERS CHOICE OF DEFAULT OR NFRC-U METHOD. ALL EXTERIOR WINDOWS AND DOORS

SHALL BE SET IN SEALANT, WEATHERSTRIPPED AND LABELED AS COMPLYING WITH ANSI STANDARD.

11. SUPPLY AND INSTALL GALVANIZED SHEET METAL ROOF JACKS FOR VENTING. VENTS SHALL BE GANGED TOGETHER AND ROUTED TO BACKSIDE OF ROOF TO PENETRATE ROOF AS DIRECTED, MIN. 18" FROM FASCIA & 18" MIN. FROM RIDGES.

12. PROVIDE BUILDING ADDRESS NUMBERS VISIBLE AND LEGIBLE FROM

THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-06 (UFC 901.4.4)

13. ALTERNATIVE COMPLIANCE MEASURES FOR BRUSH MANAGEMENT;

OPENINGS IN WALLS ADJACENT TO BRUSH MANAGEMENT ZONES,
ALONG WITH A 10 FT. PERPENDICULAR RETURN, SHALL BE UPGRADED

TO DUALTEMPERED,
DUAL-GLAZED PANES. REF. L1.2.

GENERAL NOTES
Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236
EXISTING +

DEMO FLOOR
PLAN
A001
1/4" = 1'-0"

EXISTING/DEMO FLOOR PLAN
1/4" = 1'-0"

EXISTING ROOF PLAN

KEYNOTES
1 LINE OF WALL BELOW
2 RIDGE
3 (E) INTERIOR WALL TO BE DEMOLISHED
4 (E) OPENING TO BE INFILL
5 (E) DOOR/WINDOW TO BE DEMOSLISH AND FILLED AS NEEDED
6 (E) EXISTING BLOCK WALLS TO BE DEMOLISHED
7 (E) BEAMNS ABOVE
8 (E) STRUCTURE TO REMAIN
Attachment 2
46 Item 3.

REF.

NOTE: CONTRACTOR TO PROVIDE PROTECTION FOR ALL WALLS
AND BUILDING ELEMENTS TO REMAIN.

WALL / ITEM TO BE DEMOLISHED

WALL / ITEM TO REMAIN

FLOOR PLAN LEGEND

DOOR TO BE DEMOLISHED

DOOR TO REMAIN

SYMBOL DESCRIPTION

NEW WALL
A106
1 A106 2 1 A105
A105
2 1
A107
2 A107
542 SF

OPEN MULTI USE

CORRIDOR
SPACE
06 74 SF
VAULT
02 59 SF
OFFICE
05 866 SF
RETAIL
01 8%
61' - 5"
10' - 0" 2' - 2 1/4" 10' - 0" 2' - 9 3/4"
4' - 2" 6' - 0 1/2" 4' - 5 3/4" 3' - 0 1/2" 8' - 6 1/4" 10' - 7 3/4" 4' - 0 3/4" 5' - 0 1/4" 2' - 5 1/4" 7' - 6" R 2' - 6"
4 W3
W3
88 SF

BREAK ROOM
04 62 SF

ADA RESTROOM
03 2
1 1
1 1
1 REF. REF. REF.

A109
A
1 1 0' - 10" 0' - 9 1/4"
R 2' - 6"
48"
36"
48"
36"
3 5
6 1
3' - 4 1/4"
1 45 SF
TRASH

ENCLOUSURE
07 7

1. CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO BID AND CONSTRUCTION.

2. ALL CONTRACTORS SHALL REPORT ANY CONFLICT / INCONSISTENCIES IMMEDIATELY TO THE OWNER.

3. DO NOT SCALE DRAWINGS, DIMENSIONS PREVAIL.

4. ALL WORK UNDER ALL SECTIONS SHALL BE PERFORMED IN STRICT

ACCORDANCE WITH THE HIGHEST STANDARDS OF PRACTICE RELATED TO THE

TRADES INVOLVED, AND SHALL BE COMPLETE AND PROPERLY COORDINATED WITH ALL WORK ADJACENT OR RELATED TO IT.

5. FRAMER SHALL LAYOUT ALL STUDS / CEILING JOISTS / RAFTERS TO

ACCOMMODATE RECESSED LIGHTS, EXHAUST FANS AND ANY OTHER ELECTRICAL / MECHANICAL FIXTURES.

6. OWNER SHALL PAY FOR BUILDING AND OTHER PERMITS. CONTRACTOR SHALL OBTAIN BUILDING AND OTHER PERMITS FROM THE CITY OF JURISDICTION.

7. FINISH GRADE SHALL SLOPE AWAY FROM THE BUILDING A MINIMUM OF 2%.

8. ALL NATURAL GAS APPLIANCES, THAT ARE INSTALLED IN THE BUILDING MUST BE EQUIPPED WITH APPROVED INTERMITTENT IGNITION DEVICES.

GENERAL NOTES

9. ANY EXISTING STRUCTURE OR MATERIAL TO REMAIN THAT IS DISTURBED OR

DAMAGED DURING CONSTRUCTION SHALL BE PATCHED TO MATCH EXISTING CONDITIONS.

10. CONTRACTOR SHALL UTILIZE WINDOW PRODUCTS WITH FULL U-VALUE

LABELING BY THE WINDOW MANUFACTURERS CHOICE OF DEFAULT OR NFRC-U METHOD. ALL EXTERIOR WINDOWS AND DOORS SHALL BE SET IN SEALANT, WEATHERSTRIPPED AND LABELED AS COMPLYING WITH ANSI STANDARD.

11. SUPPLY AND INSTALL GALVANIZED SHEET METAL ROOF JACKS FOR VENTING.

VENTS SHALL BE GANGED TOGETHER AND ROUTED TO BACKSIDE OF ROOF TO PENETRATE ROOF AS DIRECTED, MIN. 18" FROM FASCIA & 18" MIN. FROM RIDGES.

12. PROVIDE BUILDING ADDRESS NUMBERS VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY PER FHPS POLICY P-00-06 (UFC 901.4.4)

13. ALTERNATIVE COMPLIANCE MEASURES FOR BRUSH MANAGEMENT; OPENINGS IN WALLS ADJACENT TO BRUSH MANAGEMENT ZONES, ALONG WITH A 10 FT.

PERPENDICULAR RETURN, SHALL BE UPGRADED TO DUALTEMPERED, DUAL-GLAZED PANES. REF. L1.2.

Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

PROPOSED

FLOOR PLAN
A101
1/4" = 1'-0"

PROPOSED FLOOR PLAN
1 INFILL GLASS WITH WOOD WALL W3 - PER ASSEMBLIE SCHEDULE

KEYNOTES
Attachment 2
47 Item 3.

REF.
866 SF
RETAIL
74 SF
VAULT
48"
36"
48"
36"
SALES ROOM (876 SF)

MERCANTILE
Occupant Load Factor:
60 Gross
CBC Table 1004.1.2
(16.08 Occupants)= 16
BREAK AREA (89 SF)

ACCESSORY
Occupant Load Factor:
50 Gross
CBC Table 1004.1.2
(1.58 Occupant)= 2
STORAGE (74 SF)

ACCESSORY
Occupant Load
Factor: 300 GROSS
CBC Table 1004.1.2
(1 Occupant)
CORRIDOR (538 SF)

BUSINESS AREA
Occupant Load Factor: 150 Gross
CBC Table 1004.1.2
(2 Occupant)
BATHROOM (63SF)

ACCESSORY
Occupant Load
Factor: 300 Gross
CBC Table 1004.1.2
(1 Occupant)
BUSINESS AREA (60 SF)
Occupant Load
Factor: 100 Gross
CBC Table 1004.1.2
(1.88 Occupant) = 2
TOTAL OCCUPANCY: 24
16 02
02 02
04 12 12
54' - 0 1/2"
48' - 10"

EMPLOYER ONLY

ENTRY/EXIT &

EMERGENCY EXIT
24 D= 11'-3"
D= 6'-7"
D= 15'-11"
D= 7'-11" D= 11'-6" D= 8'-4"
D= 24' 8"
D= 23' 0"
D= 12' 0"
D= 3'-10"
D= 7'- 2 1/2"
D= 14'-11 1/2"
D= 5'-4"
R 2' -
6"
R
2' - 6"
R 2' - 6"
62 SF

ADA RESTROOM
59 SF
OFFICE
542 SF

OPEN MULTI USE

CORRIDOR
SPACE
D= 7' 3 1/2"
D= 3' 1 3/4" D= 4' 3"
48"
36"
D= 11' 2"
D= 7'- 0"
D= 10' 0"
D= 4'-8"
R 2' -
6"
88 SF

BREAK ROOM
01 01
8%
LEGEND
36" ACCESIBLE PATH OF TRAVEL -THE RUNNING

SLOPE OF WALKING SURFACES SHALL NOT BE
STEEPER THAN 1:20. THE CROSS SLOPE OF

WALKING SURFACES SHALL NOT BE STEEPER THAN
1:48.

ACCESSIBILITY CLEARANCES
(SEE ACCESSIBILITY NOTES AND

GENERAL CONDITIONS) ALL

CLEARANCES SHALL COMPLY
WITH CBC 2019 CHAPTER 11B.
1 2

TACTILE EXIT SIGN - SEE DETAIL

TACTILE EXIT ROUTE SIGN - SEE DETAIL

WALL / CEILING MOUNTED EMERGENCY EXIT SIGN
2 / A112
2 / A112
ACCESSIBLE ROUTE - ACCESSIBLE ROUTES SHALL COMPLY WITH CBC SECTION 11B-402. WALKING SURFACES SHALL PROVIDE CLEARANCES COMPLYING WITH CBC SECTION 11B-403.5. THE RUNNING SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:20. THE CROSS SLOPE OF WALKING SURFACES SHALL NOT BE STEEPER THAN 1:48 PER CBC SECTION 11B-403.3. EXCEPT AS PROVIDED IN CBC SECTIONS 11B-403.5.2 AND 11B-403.5.3, THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36 INCHES (914 MM) MINIMUM. THE CLEAR WIDTH FOR WALKING SURFACES IN CORRIDORS SERVING AN OCCUPANT LOAD OF 10 OR MORE SHALL BE 44 INCHES (1118 MM) MINIMUM. THE CLEAR WIDTH FOR SIDEWALKS AND WALKS SHALL BE 48 INCHES (1219 MM) MINIMUM.

MEANS OF EGRESS - A CONTINUOUS AND UNOBSTRUCTED PATH OF VERTICAL AND HORIZONTAL EGRESS TRAVEL FROM ANY OCCUPIED PORTION OF A BUILDING OR STRUCTURE TO A PUBLIC WAY. A MEANS OF EGRESS CONSISTS OF THREE SEPARATE AND DISTINCT PARTS: THE EXIT ACCESS, THE EXIT AND THE EXIT DISCHARGE. MEANS OF EGRESS SHALL COMPLY WITH CBC CHAPTER 10.

DESIGN OCCUPANT LOAD - THE NUMBER OF OCCUPANTS WHOM MEANS EGRESS ACILITIES SHALL BE PROVIDED. WHERE

OCCUPANTS FROM ACCESSORY AREA EGRESS HROUGH A PRIMARY SPACE, THE CALCULATED OCCUPANT LOAD FOR THE

PRIMARY PACE SHALL INCLUDE THE TOTAL OCCUPANT LOAD OF THE PRIMARY SPACE PLUS THE UMBER OF OCCUPANTS EGRESSING THROUGH IT FROM THE ACCESSORY AREA.

MINIMUM EGRESS WIDTH - THE TOTAL WIDTH OF MEANS OF EGRESS IN INCHES (MM) HALL NOT BE LESS THAN THE TOTAL OCCUPANT LOAD SERVED BY THE MEANS OF EGRESS MULTIPLIED BY 0.3 INCHES (7.62 MM) PER OCCUPANT FOR STAIRWAYS AND BY 0.2 INCHES (5.08 MM) PER OCCUPANT FOR OTHER EGRESS COMPONENTS. MULTIPLE MEANS OF EGRESS SHALL BE SIZED SUCH THAT THE LOSS OF ANY ONE MEANS OF EGRESS SHALL NOT REDUCE THE AVAILABLE CAPACITY TO LESS THAN 50 PERCENT OF THE REQUIRED CAPACITY. THE MAXIMUM CAPACITY REQUIRED FROM ANY STORY OF A BUILDING SHALL BE MAINTAINED TO THE TERMINATION OF THE MEANS OF EGRESS. (CBC SEC. 1005.1)

EGRESS & ACCESSIBILITY NOTES
00 DOOR ENCROACHMENT - DOORS, WHEN FULLY OPENED, AND HANDRAILS SHALL NOT REDUCE THE REQUIRED MEANS OF EGRESS WIDTH BY MORE THAN 7 INCHES (178 MM). DOORS IN ANY POSITION SHALL NOT REDUCE THE REQUIRED WIDTH BY MORE THAN ONE-HALF. OTHER NONSTRUCTURAL PROJECTIONS SUCH AS TRIM AND SIMILAR DECORATIVE FEATURES SHALL BE PERMITTED TO PROJECT INTO THE REQUIRED WIDTH A MAXIMUM OF 1 1/2 INCHES (38 MM) ON EACH SIDE. (CBC SEC. 1005.7) EXIT SIGNS - EXIT SIGNS SHALL BE INTERNALLY AND EXTERNALLY ILLUMINATED AT ALL TIMES. EXTERNALLY ILLUMINATED EXIT

SIGNS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM (BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR) THAT WILL AUTOMATICALLY ILLUMINATE THE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUTES IN CASE OF PRIMARY LOSS. (CBC SEC. 1013.1, 1013.3, 1013.6.3)

EGRESS - EGRESS DOORS MUST BE READILY OPENABLE FROM EGRESS SIDE WITHOUT USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. (CBC SEC. 1010.1.9) UNLATCHING ANY DOOR OR LEAF SHALL NOT REQUIRE MORE THAN ONE OPERATION. (CBC SEC. 1010.1.9.6)

EGRESS ILLUMINATION - THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED TO A LEVEL OF NOT LESS THAN 1 FOOTCANDLE (11 LUX) AT THE WALKING SURFACE AT ALL TIMES THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. (CBC SEC 1008.2.1)

ILLUMINATION EMERGENCY POWER - THE POWER SUPPLY FOR MEANS OF EGRESS ILLUMINATION SHALL NORMALLY BE PROVIDED BY THE PREMISES' ELECTRICAL SUPPLY. (CBC SEC 1008.3)

IN THE EVENT OF POWER SUPPLY FAILURE IN BUILDINGS THAT REQUIRE TWO OR MORE MEANS OF EGRESS, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE ALL OF THE FOLLOWING AREAS:

1. INTERIOR EXIT ACCESS STAIRWAYS AND RAMPS.

2. INTERIOR AND EXTERIOR EXIT STAIRWAYS AND RAMPS.

3. EXIT PASSAGEWAYS.

4. VESTIBULES AND AREAS ON THE LEVEL OF DISCHARGE USED FOR EXIT DISCHARGE IN ACCORDANCE WITH CBC SECTION 1028.1.

5. EXTERIOR LANDINGS AS REQUIRED BY CBC SECTION 1010.1.6 FOR EXIT DOORWAYS THAT LEAD DIRECTLY TO THE EXIT DISCHARGE. (CBC SEC. 1008.3.2)
THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THE INSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH CBC SECTION 2702. (CBC SEC 1008.3.4) ILLUMINATION LEVEL UNDER EMERGENCY POWER. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS AT LEAST AN AVERAGE OF I FOOT CANDIE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT CANDLE (1 LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BE PERMITTED TO DECLINE TO 0.6 FOOT CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06 FOOT CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED. (CBC SEC.1008.3.5).

THIS FACILITY WILL NOT UTILIZE DELAYED EGRESS COMPONENTS OR SYSTEMS.

Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

EGRESS FLOOR
PLAN
A102
1/4" = 1'-0"

EGRESS FLOOR PLAN
Attachment 2
48 Item 3.

REF.

LEGEND
36" ACCESIBLE PATH OF TRAVEL -THE RUNNING

SLOPE OF WALKING SURFACES SHALL NOT BE
STEEPER THAN 1:20. THE CROSS SLOPE OF

WALKING SURFACES SHALL NOT BE STEEPER THAN
1:48.

ACCESSIBILITY CLEARANCES
(SEE ACCESSIBILITY NOTES AND

GENERAL CONDITIONS) ALL

CLEARANCES SHALL COMPLY
WITH CBC 2019 CHAPTER 11B.
1 2

TACTILE EXIT SIGN - SEE DETAIL

TACTILE EXIT ROUTE SIGN - SEE DETAIL

WALL / CEILING MOUNTED EMERGENCY EXIT SIGN
2 / A112
2 / A112
74 SF
VAULT
02 866 SF
RETAIL
01 542 SF

OPEN MULTI USE

CORRIDOR
SPACE
06 ø 5' - 0"
ø 5' - 0"
48"
36"
48"
36"
3' - 7" 4' - 0" 3' - 10 1/2" 7' - 4 1/2"
ø 5' - 0"

ADA COUNTER

SEE DETAIL
48"
36"
1 1
2 2
2 2
2 2
1 2
48"
36"
TOTAL OCCUPANCY: 24

PATH OF TRAVEL

PATH OF TRAVEL

PATH OF TRAVEL

PATH OF TRAVEL

PATH OF TRAVEL
2 / A110

PATH OF TRAVEL
62 SF

ADA RESTROOM
03 59 SF
OFFICE
05 88 SF

BREAK ROOM
04 A109
A
4' - 6 1/2"
8' - 9 3/4" 3' - 11"
Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

ACESSIBILITY

FLOOR PLAN
A103

1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER DROPOFF AND LOADING ZONES; PUBLIC STREETS AND SIDEWALKS; AND PUBLIC

TRANSPORTATION STOPS TO THE ACCESSIBLE BUILDING OR FACILITY ENTRANCE THEY SERVE. WHERE MORE THAN ONE ROUTE IS PROVIDED, ALL ROUTES MUST BE ACCESSIBLE. (CBC SEC. 11B-206.2.1)

2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE

BUILDINGS, ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE ON THE SAME SITE. (CBC SEC. 11B-206.2.2).

3. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE

BUILDING OR FACILITY ENTRANCES WITH ALL ACCESSIBLE SPACES AND

ELEMENTS WITHIN THE BUILDING OR FACILITY, INCLUDING MEZZANINES,

WHICH ARE OTHERWISE CONNECTED BY A CIRCULATION PATH UNLESS EXEMPTED BY CBC 2019 SECTION 11B206.2.3 EXCEPTIONS 1 THROUGH 7. (CBC SEC. 11B-206.2.4)

4. HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERABLE PARTS ON DOORS AND GATES SHALL COMPLY WITH CBC SECTION 11B-309.4.

OPERABLE PARTS OF SUCH HARDWARE SHALL BE 34 INCHES (864 MM) MINIMUM AND 44 INCHES (1118 MM) MAXIMUM ABOVE THE FINISH FLOOR OR GROUND. WHERE SLIDING DOORS ARE IN THE FULLY OPEN POSITION,

OPERATING HARDWARE SHALL BE EXPOSED AND USABLE FROM BOTH SIDES. (CBC SEC.11B-404.2.7)

5. OPERABLE PARTS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE OPERABLE PARTS SHALL BE 5 POUNDS (22.2 N) MAXIMUM. (CBC SEC. 11B-309.4)

6. DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES (813 MM) MINIMUM. CLEAR OPENINGS OF DOORWAYS WITH SWINGING DOORS SHALL

BE MEASURED BETWEEN THE FACE OF THE DOOR AND THE STOP, WITH THE DOOR OPEN 90 DEGREES. OPENINGS MORE THAN 24 INCHES (610 MM) DEEP SHALL PROVIDE A CLEAR OPENING OF 36 INCHES (914 MM) MINIMUM. THERE

SHALL BE NO PROJECTIONS INTO THE REQUIRED CLEAR OPENING WIDTH LOWER THAN 34 INCHES (864 MM) ABOVE THE FINISH FLOOR OR GROUND.

PROJECTIONS INTO THE CLEAR OPENING WIDTH BETWEEN 34 INCHES (864 MM) AND 80 INCHES (2032 MM) ABOVE THE FINISH FLOOR OR GROUND SHALL NOT EXCEED 4 INCHES (102 MM). (CBC SEC. 11B-404.2.3)

7. MINIMUM MANEUVERING CLEARANCES AT DOORS AND GATES SHALL COMPLY WITH CBC SECTION 11B- 404.2.4, FIGURE 11B-404.2.4.1 AND TABLE 11B- 404.2.4.1, MANEUVERING CLEARANCES SHALL EXTEND THE FULL WIDTH

OF THE DOORWAY AND THE REQUIRED LATCH SIDE OR HINGE SIDE CLEARANCE. (CBC SEC. 11B-404.2.4)

8. FLOOR OR GROUND SURFACE WITHIN REQUIRED MANEUVERING

CLEARANCES SHALL BE STABLE, FIRM, AND SLIP RESISTANT IN COMPLIANCE WITH CBC SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. (CBC SEC. 11B-404.2.4.4)

9. MANEUVERING CLEARANCES FOR FORWARD APPROACH SHALL BE PROVIDED WHEN ANY OBSTRUCTION WITHIN 18 INCHES (457 MM) OF THE LATCH SIDE AT AN INTERIOR DOORWAY, OR WITHIN 24 INCHES (610 MM) OF THE LATCH SIDE OF AN EXTERIOR DOORWAY, PROJECTS MORE THAN 8 INCHES (203 MM) BEYOND THE FACE OF THE DOOR, MEASURED
PERPENDICULAR TO THE FACE OF THE DOOR OR GATE. (CBC SEC. 11B404.2.4.3 AND FIG.11B- 404.2.4.3)

10. THRESHOLDS, IF PROVIDED AT DOORWAYS, SHALL BE AS FOLLOWS:

CHANGES IN LEVEL OF 1/4 INCH (6.4 MM) HIGH MAXIMUM SHALL BE PERMITTED TO BE VERTICAL AND WITHOUT EDGE TREATMENT (CBC SEC. 11B-303.2) AND CHANGES IN LEVEL BETWEEN 1/4 INCH (6.4 MM) HIGH MINIMUM AND 1/2 INCH (12.7 MM) HIGH MAXIMUM SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2 (CBC SEC. 11B-303.3)

11. SWINGING DOOR AND GATE SURFACES WITHIN 10 INCHES (254 MM) OF

THE FINISH FLOOR OR GROUND MEASURED VERTICALLY SHALL HAVE A

SMOOTH SURFACE ON THE PUSH SIDE EXTENDING THE FULL WIDTH OF THE DOOR OR GATE. PARTS CREATING HORIZONTAL OR VERTICAL JOINTS IN THESE SURFACES SHALL BE WITHIN 1/16 INCH (1.6 MM) OF THE SAME PLANE AS THE OTHER AND BE FREE OF SHARP OR ABRASIVE EDGES. CAVITIES CREATED BY ADDED KICK PLATES SHALL BE CAPPED. (CBC SEC. 11B-404.2.10)

12. THE FORCE FOR PUSHING OR PULLING OPEN A DOOR OR GATE SHALL BE AS FOLLOWS: INTERIOR HINGED DOORS AND GATES: 5 POUNDS (22.2 N) MAXIMUM; SLIDING OR FOLDING DOORS: 5 POUNDS (22.2 N) MAXIMUM; REQUIRED FIRE DOORS: THE MINIMUM OPENING FORCE ALLOWABLE BY THE APPROPRIATE ADMINISTRATIVE AUTHORITY, NOT TO EXCEED 15 POUNDS (66.7 N); EXTERIOR HINGED DOORS: 5 POUNDS (22.2 N) MAXIMUM. THESE

FORCES DO NOT APPLY TO THE FORCE REQUIRED TO RETRACT LATCH

BOLTS OR DISENGAGE OTHER DEVICES THAT HOLD THE DOOR OR GATE IN A CLOSED POSITION. (CBC SEC.11B-404.2.9)

13. EXCEPT AS PROVIDED IN CBC SECTIONS 11B-403.5.2 AND 11B-403.5.3, THE CLEAR WIDTH OF WALKING SURFACES SHALL BE 36 INCHES (914 MM) MINIMUM. (CBC SEC.11B-403.5.1)

14. EMPLOYEE WORKSTATIONS SHALL BE ON AN ACCESSIBLE ROUTE COMPLYING WITH DIVISION 4. SPACES AND ELEMENTS WITHIN EMPLOYEE

WORKSTATIONS SHALL ONLY BE REQUIRED TO COMPLY WITH CBC
SECTIONS 11B-207.1, 11B-215.3, 11B-302, 11B-303, 11B-308.1.1,11B-308.1.2, AND 11B- 404.2.3 UNLESS EXEMPTED BY OTHER PARTS OF THIS CODE.

COMMON USE CIRCULATION PATHS WITHIN EMPLOYEE WORKSTATIONS SHALL COMPLY WITH SECTION 11B-206.2.8. (CBC SEC. 11B-203.9)

15. THE CLEAR WIDTH SHALL BE PERMITTED TO BE REDUCED TO 32 INCHES (813 MM) MINIMUM FOR A LENGTH OF 24 INCHES (610 MM) MAXIMUM

PROVIDED THAT REDUCED WIDTH SEGMENTS ARE SEPARATED BY
SEGMENTS THAT ARE 48 INCHES (1219 MM) LONG MINIMUM AND 36 INCHES (914 MM) WIDE MINIMUM. (CBC SEC.11B-403.5.1, EXCEPTION 1)

16. EXTERIOR EXIT DOORS SHALL HAVE A SIGN POSTED ABOVE STATING:

THIS DOOR TO REMAIN UNLOCKED WHILE BUSINESS IS OCCUPIED.

17. PROVIDE PANIC HARDWARE AT EXIT DOORS WHERE NOTED.

18. MEANS OF EGRESS DOORS SHALL BE READILY DISTINGUISHABLE FROM

THE ADJACENT CONSTRUCTION & FINISHES SUCH THAT THE DOORS ARE EASILY RECOGNIZED. MIRRORS OR SIMILAR REFLECTING MATERIALS SHALL NOT BE USED ON MEANS OF EGRESS DOORS. MEANS OF EGRESS DOORS

SHALL NOT BE CONCEALED BY CURTAINS, DRAPES, DECORATIONS OR SIMILAR MATERIALS. (CBC SEC. 1010.1)

19. GATES USED AS A COMPONENT IN A MEANS OF EGRESS SHALL CONFORM TO THE APPLICABLE REQUIREMENTS FOR DOORS. (CBC SEC. 1010.2)

20. DOOR CLOSERS AND GATE CLOSERS SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IS 5 SECONDS MINIMUM. (CBC SEC. 11B-404.2.8.1)

1. REACH RANGES SHALL COMPLY WITH CBC SEC 11B-308

2. UNOBSTRUCTED FORWARD REACH:

2.1. HIGH FORWARD REACH SHALL BE A MAXIMUM OF 48 INCHES AND LOW FORWARD REACH SHALL BE A MINIMUM OF 15 INCHES ABOVE FINISHED FLOOR.

3. OBSTRUCTED HIGH REACH:

3.1. WHERE REACH DEPTH IS A MAXIMUM 20 INCHES, HIGH FORWARD REACH SHALL BE A MAXIMUM OF 48 INCHES ABOVE FINISHED FLOOR.

3.2. WHERE REACH DEPTH EXCEEDS 20 INCHES, HIGH FORWARD REACH MAXIMUM SHALL BE 44 INCHES AND REACH DEPTH MAXIMUM SHALL BE 25 INCHES.

3.3. CLEAR FLOOR SPACE EXTENDING UNDERNEATH OBSTRUCTION ELEMENTS FOR A DISTANCE NOT LESS THAN REQUIRED REACH DEPTH OVER OBSTRUCTION.

4. WHERE A PARALLEL APPROACH IS ALLOWED, UNOBSTRUCTED SIDE REACH SHALL BE PER CBC FIGURE 11B-308.3.1

4.1. HIGH SIDE REACH SHALL BE A MAXIMUM OF 48 INCHES AND MINIMUM OF 15 INCHES ABOVE FINISHED FLOOR.
1/4" = 1'-0"

ACESSIBILITY FLOOR PLAN

ACCESSIBILITY NOTES

ACCESSIBLE REACH RANGES NOTES

5. WHERE PARALLEL APPROACH IS ALLOWED, OBSTRUCTED SIDE REACH SHALL BE PER CBC FIGURE 11B- 308.3.2

5.1. HEIGHT OF OBSTRUCTION 34 INCHES MAXIMUM.

5.2. DEPTH OF OBSTRUCTION 24 INCHES MAXIMUM.

5.3. WHERE REACH DEPTH IS A MAXIMUM OF 10 INCHES, HIGH SIDE REACH MAXIMUM SHALL BE48 INCHES.

5.4. WHERE REACH DEPTH EXCEEDS 10 INCHES, HIGH SIDE REACH MAXIMUM SHALL BE 46 INCHES AND REACH DEPTH MAXIMUM SHALL BE 24 INCHES.

ALL ADA WORK PER NOTES ON THIS SHEET, CODE, DETAILS ON
SHEETS, A109, A110, A111, A112.

ACCESSIBLE SIGNAGE & DETAILS REQUIREMENTS SEE A111 & A112.

NOTES
Attachment 2
49 Item 3.

LEVEL 1
0' - 0"
LEVEL 1 T.O.P
11' - 10"
1 A107
4' - 8" 11' - 10"

ROOF RIDGE
16' - 6"
(E) CANOPY

NO WORK PROPOSED
16' - 6"
14 5
16' - 6" 15' - 9 1/2"
LEVEL 1
0' - 0"
LEVEL 1 T.O.P
11' - 10"
2 A107

ROOF RIDGE
16' - 6"
11' - 10" 4' - 8"
16' - 6"
1 2
3 4
6 5
5 A108 1
16' - 6"
15' - 9 1/2"
Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

ELEVATIONS
A105
1/4" = 1'-0"

EAST ELEVATION
1 1/4" = 1'-0"

NORTH ELEVATION
2 1 STUCCO FINISH - COLOR TBD 2 (P) METAL 4X4 GUTTER - COLOR TO MATCH WINDOWS AND DOORS 3 (P) GLASS CURTAIN WALL
4 (E) ROOF TO REMAIN, REFINISH AS NEEDED
5 (E) WOOD FASCIA TO BE PAINTED - COLOR TBD
6 (E) SPANISH TILE FASCIA TO REMAIN

KEYNOTES
Attachment 2
50 Item 3.

LEVEL 1
0' - 0"
LEVEL 1 T.O.P
11' - 10"
2 A107

ROOF RIDGE
16' - 6"
4' - 8" 11' - 10"
16' - 6"
14 5
4 23
16' - 6"
15' - 9 1/2"
6 5' - 0"
LEVEL 1
0' - 0"
LEVEL 1 T.O.P
11' - 10"
1 A107

ROOF RIDGE
16' - 6"
(E) CANOPY

NO WORK PROPOSED
4' - 8" 11' - 10"
16' - 6"
2 1
34 16' - 6"
Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

ELEVATIONS
A106
1/4" = 1'-0"

SOUTH ELEVATION
1/4" = 1'-0"

WEST ELEVATION
1 STUCCO FINISH - COLOR TBD 2 (E) ROOF TO REMAIN, REFINISH AS NEEDED 3 (P) METAL 4X4 GUTTER - COLOR TO MATCH WINDOWS AND
DOORS
4 (E) WOOD FASCIA TO BE PAINTED - COLOR TBD
5 (E) SPANISH TILE FASCIA TO REMAIN
6 TRASH & RECYCLE CAN

KEYNOTES
Attachment 2
51 Item 3.

LEVEL 1
0' - 0"
LEVEL 1 T.O.P
11' - 10"

RETAIL CEILING
LEVEL
9' - 0"
2 A107

ROOF RIDGE
16' - 6"

OPEN MULTI USE

CORRIDOR
SPACE
06 RETAIL
01 4' - 8" 2' - 10"
9' - 0"
C1
16' - 6"
C2

VAULTED
9' - 0"
LEVEL 1
0' - 0"
LEVEL 1 T.O.P
11' - 10"

RETAIL CEILING
LEVEL
9' - 0"
1 A107

ROOF RIDGE
16' - 6"
RETAIL
01 4' - 8" 2' - 10" 9' - 0"
C1
9' - 0"
9' - 0"

INSULATION
ROOF
WALL
R - 19
R - 13
Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

BUILDING

SECTIONS
A107
1/4" = 1'-0"
SECTION 1
1 1/4" = 1'-0"
SECTION 2
2 Attachment 2
52 Item 3.

Wood Stud Interior Partition - Typical (U.N.O.)

N/R N/A N/A - - -
1/2" Gypsum Board
R-13 Insulation
Wood studs per Structural
1/2" Gypsum board
With 4" Studs
W1
With 6" Studs
W2
Wood Stud Exterior Wall - Typical (U.N.O.)

N/R N/A N/A - - -
1/2" Gypsum Board
R-13 Insulation
Wood studs per Structural
1/2" plywood
Noncombustible Stucco Finish o/ metal
lath o/ building paper
With 8" Studs
W3
Brick Exterior Wall - Existing Typical (U.N.O.)

N/R N/A N/A - - -
1/2" Gypsum Board
1/2" plywood
Existing Brick 8" Existing Brick
Wall
W4
2' x 4' ACT SYSTEM CEILING
Wall per Plan N/A N/A N/A - - -
Suspension wire and wire tie
R13 Insulation
Suspended Metal Channel with
compression struts (see detail)
2' x 4' Ceiling Panels
Metal Stud at Fixed End
C1
Ceiling Assembly

N/A N/A N/A ---
R-19 Insulation
Wood framing per structural
5/8" Gypsum Board
C2
REF.

Symbol
Fire
Rating
Sound
Rating
Test Wall Assemblies Assembly Description
Symbol
Fire
Rating
Sound
Rating
Test Ceiling Assemblies Assembly Description
PER SCHED.

PER SCHED.

A
PER SCHED.

PER SCHED.

B
3' - 1" 3' - 6 1/2"
0' - 6 1/2"
3' - 7 1/2" 3' - 6 1/2"
0' - 6 1/2"
3' - 2"
0' - 6 1/2"
3' - 5" 3' - 6 3/4"0' - 6 1/2" 3' - 9" 3' - 8 1/2"
10' - 0" 5' - 1 1/2"
11' - 10 1/4"
9' - 4"
9' - 2 1/4"
154.19°
103.08°
102.91°
102.91
1 °

03.08°
12' - 5 1/2"
1 3' - 0" 1' - 6" 4' - 0" 2' - 11 1/4"
3' - 0" 7' - 10 3/4"
6' - 6" 2' - 0"

MICROWAVE

REFRIGERATOR
A108
2 2' - 1"
7' - 10 3/4" 3' - 0"
1' - 0" 1' - 1"

LINE OF UPPER CABINET MICROWAVE
Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

ASSEMBLIES &

SCHEDULES
A108
Door Schedule
Mark
Type
Mark Description Phase Created Width Height Thickness
Tempered/
Safety Fire Rating Comments
1 B SWING New Construction 3' - 2" 9' - 11" 0' - 2" YES NO 2 A SWING New Construction 3' - 0" 6' - 8" 0' - 2" NO
3 A SWING New Construction 3' - 0" 6' - 8" 0' - 2" NO
4 A SWING New Construction 2' - 8" 6' - 8" 0' - 2" NO
5 A SWING New Construction 3' - 0" 6' - 8" 0' - 2" NO
6 A SWING New Construction 3' - 0" 6' - 8" 0' - 2" NO
7 YY New Construction 6' - 0" 5' - 0" 0' - 2"
8 CCCC New Construction 8' - 0" 6' - 8"
DOOR & WINDOW NOTES:

1. EXTERIOR WINDOWS, EXTERIOR GLAZED DOORS, GLAZED OPENINGS WITHIN EXTERIOR DOORS,

GLAZED OPENINGS WITHIN EXTERIOR GARAGE DOORS, AND EXTERIOR STRUCTURAL GLASS VENEER COMPLYTING WITH ONE OF THE FOLLOWING (COUNTY BUILDING CODE 92.1.708A.2):

A. MULTI-PANE GLAZING WITH A MINIMUM OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF SECTION 2406 SAFETY GLAZING, AND WHERE ANY GLAZING

FRAMES MADE OF VINYL MATERIALS SHALL HAVE WELDED CORNERS, METAL

REINFORCEMENT IN INTERLOCK AREA, AND BE CERTIFIED TO AAMA/WDA/CSA 101/I.S.2/A440.

B. GLASS BLOCK UNITS
C. MINIMUM 20-MINUTE FIRE-RESISTANCE-RATED (PROVIDE LISTING OR TEST REPORT) D. MEET PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-2

2. EXTERIOR DOORS IN COMPLIANCE WITH ONE OF THE FOLLOWING (COUNTY BUILDING CODE 92.1.708A.3):

A. EXTERIOR SURFACE OR CLADDING OF NONCOMBUSTIBLE OR IGNITION RESISTANT MATERIAL B. SOLID-CORE WOOD MINIMUM 1-3/8-INCH THICK
C. MINIMUM 20-MINUTE FIRE-RATED
D. MEET PERFORMANCE REQUIREMENTS OF SFM STANDARD 12-7A-1 1/4" = 1'-0"

FRONT CURTAIN WALL
1 DOOR LEGEND
1/2" = 1'-0"

KITCHENETTE ELEVATION
1/2" = 1'-0" 2

ENLARGED KITCHENETTE
Attachment 2
53 Item 3.

R 2' - 6"
48"
36"
7 A109
A109
2 1
3 FINISH LEGEND
B1 CERAMIC TILE
BASE
F1 CERAMIC TILE
FLOOR
W1 CERAMIC TILE
WALL
C1 CERAMIC TILE

CEILING
LIGHT FIXTURE WHERE OCCURS.

SEE ELEC. DRAWINGS

MIRROR, WHERE OCCURS
NEW ACCESSIBLE LAVATORY.

PROVIDE BLOCKING AS REQUIRED.

LINE OF REQUIRED

ACCESSIBLE CLEARANCE

PROVIDE PROTECTIVE

INSULATED WRAP OVER HOT
/ COLD WATER PIPES AND

TRAP / DRAIN PIPE

WALL PER PLAN

TOP OF LIGHT
40" Max.
34" Max.
29" Min.
6" Max.
17" Min.
8" Min. (x30"
Clr. Wide)
0' - 9"
27" Clr.

TO REACH CONTROLS
25" MAX.
9' - 0"
WRAP HOT WATER & DRAIN PIPES. THERE

SHALL BE NO SHARP OR ABRASIVE
SURFACES UNDER THE LAVATORY.
9' - 0"

GRAB BAR
PER
MIRROR

SOAP DISPENSER

SANITARY NAPKIN DISPENSER

HANDLE OPERABLE

FROM WIDE SIDE

GRAB BAR
3' - 0" MIN.
7"-9"

WARM-AIR ELECTRIC HAND DRYER

PAPER SEAT COVER
DISPENSER AT TYP. TOILET,

TO CONTROLS
40" MAX.

TOILET LAVATORY TOILET ACCESSORIES
NOTE:

1. SEE DETAIL FOR FIXTURE MOUNTING ATTACHMENT

2. DISPOSABLE TOILET SEAT DISPENSER SHALL NOT PROTRUDE IN EXCESS OF 3" FROM WALL.

3. THE DIAMETER, OR WIDTH, OF THE GRAB BAR GRIPPING SURFACE IS = OR > 1-1/4" BUT = OR < 2", OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING SURFACE.

4. FEMININE NAPKIN DISPOSAL RECEPTICAL SHALL BE LOCATED BETWEEN TOILET PAPER DISPENSER AND THE REAR WALL.

5. TOILET PARTITIONS REQUIRE 9" MIN TOE CLEARANCE.

6. WRAP HOT WATER & DRAIN PIPES. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER THE lAVATORY.

7. PROVIDE BACKING IN WALLS BEHIND ALL GRAB BARS & DISPENSERS

8. PROVIDE FURRING BEHIND MIRRORS TO MEET FLUCH WITH WAINSCOT FINISH MIN
1' - 6"
42" MIN.

TOILET PAPER DISPENSER

SANITARY NAPKIN DISPOSAL

PAPER SEAT COVER

DISPENSER
1 1/2" MIN.

REFLECTIVE SURFACE
35" MAX TO
TOILET
F.O.F.
17"-18"
F.O.F
MIN.
1' - 0"
MIN.
2' - 0"
12" MAX.
54" MIN.

T.O. SEAT
17"-19"
19" MIN.
33" MIN.
36" MAX.
40" MAX.

MAX
0' - 6" 19" 1-1/2" MIN.
33" MIN.
36" MAX.
0' - 1 1/2" CLR.
6 / A109
7 A109
6 A109
URINAL
17" MAX.
44" MAX.
30" CLR.

EQ EQ

REFLECTIVE SURFACE
40" MAX TO
36" WHERE PARTITION/
WALL EXCEEDS 2' DEEP
PROJECTION MIN OF 13 1/2" MAX PROJECTION OF 4"

COAT HOOK
(CENTER ON
DOOR)
48" MAX
AT WOOD BLOCKING: 1/4"-20 x 3 1/2"
LAG SCREW (2 MIN PER FLANGE)
TO RESIST 250 LB POINT LOAD
AT STEEL BLOCKING: (2) #12 S.M.S.

PER FLANGE TO RESIST 250 LB

POINT LOAD
AT WOOD STUDS, PROVIDE 6"

WOOD STUD BLK'G PER
DETAIL

AT STEELS STUDS, PROVIDE

STEEL BLK'G PER DETAIL

TILE FINISH PER

SCHEDULE
1-1/2" O.D. GRAB BAR PER
SPECS.

WALL PER PLAN
0' - 1 1/2"
NON-ABRASIVE FINISH, TYP.

SINGLE STATION LAVATORY 1. FAUCET CONTROLS AND OPERATING MECHANISMS

SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT

REQUIRE TIGHT GRASPING, PINCHING, OR TWISTING OF
THE WRIST. THE FORCE REQUIRED TO ACTIVATE
CONTROLS SHALL BE NO MORE THAN 5 LBS. LEVER
OPERATED. PUSH TYPE & ELECTRONICALLY
CONTROLLED MECHANISMS ARE ACCEPTABLE. SELF

CLOSING VALVES ARE ALLOWED IF THE
FAUCET REMAINS OPEN FOR AT LEAST 10 SECONDS.

2. KNEE AND TO E CLEARANCES SHALL REMAIN FOR

ACCESSIBLE FURNITURE SETTINGS, SIMILAR
CONDITIONS.

INDICATES REQUIRED CLEAR

SPACE UNDER LAVATORY
LEGEND
NOTES

INSTALL PREFABRICATED PIPE

INSULATION COVERS OVER

DRAIN PIPE & HOT WATER
PIPING

NO SHARP OR ABRASIVE

SURFACES UNDER SINK
TOE CLR.
0' - 9"
27" MIN.
8" MIN.

MIRRORLAVATORY URINAL CHANGING STATION
UNIT
TYPICAL PARTITION & ACCESSORY SUPPORT:

BLOCKING PER DETAIL AT WOOD STUD WALLS

BACKING PER DETAIL AT METAL STUD WALLS
TYPICAL FIXTURE SUPPORT:

BLOCKING PER DETAIL AT WOOD STUD
WALLS

BACKING PER DETAIL AT METAL STUD WALLS
NOTE:

VERIFY LOCATION OF BLOCKING WITH TYPE & LOCATION OF FIXTURE.

ACCESSORY OR PARTITION BEFORE INSTALLATION. SEE PLAN FOR ACTUAL

FIXTURE LOCATION
WRAP HOT WATER & DRAIN PIPES. THERE

SHALL BE NO SHARP OR ABRASIVE
SURFACES UNDER THE LAVATORY.

MIROR PER OWNER 40" MAX. BOTTOM OF REFLECTIVE SURFACE OF MIRROR 36" GRAB BAR
12" MIN. 24" MIN.
9' - 0"
Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

RESTROOM &

ACCESSIBILITY

DETAILS
A109
1/2" = 1'-0"

ENLARGED ADA RESTROOM
A
SCALE: LAVATORY CLEARANCE 3/4" = 1'-0" 7
1/2" = 1'-0"

ADA RESTROOM NORTH ELEVATION
1 1/2" = 1'-0"

ADA RESTROOM SOUTH ELEVATION
2 SCALE: BATHROOM ACCESSORIES 3/8" = 1'-0" 8
SCALE: GRAB BAR 3" = 1'-0" 6SCALE:

TOE AND KNEE CLEARANCES 1" = 1'-0" 4
SCALE:

TOILET FIXTURE SUPPORT 3/8" = 1'-0" 5
1/2" = 1'-0"

ADA RESTOROOM WEST ELEVATION
3 Attachment 2
54 Item 3.
44" MIN. 48" MIN. 44" MIN.
60" MIN.
48" MIN.
36" MIN. 48" MIN. 36" MIN. 44" MIN. X 44" MIN.
60" MIN.
42" MIN. X 42" MIN.
48" MIN.

TURN AROUND AN OBSTRUCTION- 36" AISLE, 90 DEGREE TURN TURN AROUND AN OBSTRUCTION- 44" AISLE, 90 DEGREE TURN NOTES:

THE TURNING SPACE SHALL BE A SPACE OF
60" DIAMETER MINIMUM. THE SPACE SHALL

BE PERMITTED TO INCLUDE KNEE AND TOE

CLEARANCE COMPLYING WITH SECTION
11B-306
NOTES:

1. THE TURNING SPACE SHALL BE A T-SHAPED SPACE WITHIN A 60" SQUARE MINIMUM WITH ARMS AND BASE 36" WIDE MINIMUM. EACH ARM OF THE T SHALL BE CLEAR OF OBSTRUCTIONS. 12" MINIMUM IN EACH DIRECTION AD THE BASE SHALL BE CLEAR OF OBSTRUCTION 24" MINIMUM. THE SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306 ONLY AT THE END OF EITHER THE BASE OR ONE ARM.

2. DOORS SHALL BE PERMITTED TO SWING INTO TURNING SPACE.

3. FLOOR OR GROUND SURFACES OF A TURNING SPACE SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED. SLOPES NOT STEEPER THAT 1:48 SHALL BE PERMITTED.

NOTES:

1. THE CLEAR FLOOR OR GROUND SPACE SHALL BE A 30" MINIMUM. FLOOR OR

GROUND SURFACES OF A CLEAR FLOOR OR GROUND SPACE SHALL COMPLY WITH SECTION 11B-302. CHANGES IN LEVEL ARE NOT PERMITTED.

2. EXCEPTION: SLOPES NOT STEEPER THAN 1:48 SHALL BE PERMITTED.

3. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR SPACE SHALL BE PERMITTED TO INCLUDE KNEE AND TOE CLEARANCE COMPLYING WITH SECTION 11B-306.

4. UNLESS OTHERWISE SPECIFIED, CLEAR FLOOR OR GROUND SPACE SHALL BE

POSITIOINED FOR EITHER FORWARD OR PARALLEL APPROACH TO AN ELEMENT.

5. ONE FULL UNOBSTRUCTED SIDE OF THE CLEAR FLOOR OR GROUND SPACE

SHALL ADJOIN AN ACCESSIBLE ROUTE OR ADJOIN ANOTHER CLEAR FLOOR OR GROUND SPACE. 30"
48"

PARRALLEL / FORWARD APPROACH CLEAR

FLOOR SPACE

T- SHAPED CLEARANCE

WHEEL CHAIR TURNING RADIUS
2' - 6"
60"
36"36"
36"
ø 5' - 0"
PER CBC 11B-304.2.1
PER CBC FIGURE 11B-305.3
PER CBC FIGURE 11B-304.3.2
18"
60"
48"
12"

FRONT APPROACH, PULL SIDE

DOOR WITHOUT CLOSER OR LATCH

FRONT APPROACH, PUSH
SIDE

DOOR PROVIDED WITH

BOTH CLOSER AND LATCH
CBC 11B-404.2.4
48"

FRONT APPROACH, PUSH SIDE

DOOR WITHOUT CLOSER OR
LATCH
60"
36"

HINGE APPROACH PULL
SIDE
MIN.
60"

LATCH SIDE APPROACH

HINGE SIDE APPROACH
MIN
36"44"
MIN
22" MIN
60"
MIN
54" MIN.

CLEAR, LEVEL

FLOOR SPACE

1.5% MAX
SLOPE
48" MIN. WHEN

DOOR HAS A

LATCH &
CLOSER
MIN.
24"
MIN.

MIN.
44"
24"

CLEAR, LEVEL

FLOOR SPACE

1.5% MAX SLOPE
48" MIN. WHEN

DOOR HAS A

LATCH &
CLOSER
PULL
SIDE
PUSH
SIDE
24" MIN.

AT EXTERIOR

SIDE OF

EXTERIOR
DOORS
20" MAX.
48" MAX.
(a) FIG. 11B 308.2.2 (b) 44" MAX.
20" -25" MAX.
48" MAX.

FIG. 11B 308.2.1
15" MIN.
(a) (b)
46" MAX.

MAX.
10"- 24"
48" MAX.

MAX.
34"
MAX.
10"
34" MAX.

FIG. 11B 308.3.2

SECTION
N.T.S.

TAPERED EDGES

WHERE EXPOSED
NOTE:

1. INTEGRAL COLOR SHALL BE
FEDERAL YELLOW FS 33538
595C

2. SEE CIVIL DRAWINGS FOR

ADDITIONAL INFORMATION

PRE-FABRICATED TILE
A A
A
1' - 0"

0.2"
(2.3 MIN - 2.4 MAX)

2.35"

2.35"
(0.90-0.92)

0.9"
(0.45-0.47)

0.45"

0.65" MIN
Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

ACCESSIBILITY

DETAILS
A110
SCALE: TURN AROUND AND OBSTRUCTION 1/4" = 1'-0" 4
SCALE: TURNING AND CLEAR FLOOR SPACE 1/2" = 1'-0" 5
SCALE: MANEUVERING CLEARANCES 1/4" = 1'-0" 6
SCALE:

FOWARD REACH 1/2" = 1'-0" 1
SCALE:

SIDE REACH 1/2" = 1'-0" 2
SCALE: DETECTABLE WARNING TILE 3" = 1'-0" 3
Attachment 2
55 Item 3.

ACCESSIBLE

PARKING
SIGN
BLUE
4" WIDE

PAINTED

STRIPING
WHEEL
STOP
2' - 0"
19' - 0"
9'-0" MIN.
5'-0" @ STANDARD
8'-0" @ VAN
36"
NO

PARKING
TYP.
12" MIN.
4 A111
1 3 A111
A111

OUTLINE PAINTED WHITE

BACKGROUND PAINTED BLUE

ACCESSIBLE ACCESS SYMBOL

PROFILE AND BACKGROUND PER
S.D.R.S.D. M-29 (TWO

COATS PAINT)
NOTE:

SYMBOL MUST BE PLACED

SO THAT IT IS VISIBLE

TO PERSON(S) WHEN A

VEHICLE IS PROPERLY
PARKED IN THE STALL.
3' - 0"
3' - 0"

PARKING
ONLY
2" DIA. GALV. STEEL PIPE
12" x 18" REFLECTORIZED

ACCESSIBILITY SIGN
12" DIA. CONC. FOOTING

REFLECTORIZED VAN

ACCESSIBLE SIGNAGE
(PER PLAN)
NOTES:

1. SIGN SHALL BE CONSTRUCTED OF A MINIMUM 0.062" THICK ALUMINUM.

2. LETTERING, SYMBOL AND BORDER SHALL BE REFLECTIVE WHITE, ON BLUE BACKGROUND

3. PLACE IN FRONT OF EACH ACCESSIBLE PARKING STALL WITHIN CLEAR VIEW, BUT NOT TO OBSTRUCT PASSAGE FROM PARKING STALL OR ANY WALKWAY.

4. WHERE SPACE IS DESIGNED FOR VAN ACCESSIBILITY, A SIGN "VAN ACCESSIBLE" SHALL BE INSTALLED.

5. MINIMUM VAN ACCESSIBLE VERTICAL CLEARANCE IS 8'-2" 18". 9". 6' - 8" 2'-0". 3"

VAN ACCESSIBLE

MINIMUM
FINE $250
1/2" RADIUS AT CORNER, TYP.

ELEVATION
PLAN
A.C. PAVING/BASE

PER PAVING PLAN
(2) 1/2" DIA. GALV. STEEL
DOWEL 4'-0" O.C.

CENTERED ON LENGTH

OF WHEEL STOP
#4 CONT.

CONC. WHEEL STOP
CONC. WHEEL STOP
SCALE: 1 1/2"=1'-0"
SCALE: 1/2" = 1'-0"
9"
0' - 4 1/2" 1' - 0"
6'-0".

TRANSVERSE

DRAINAGE SLOTS
6"
6"

AT BUILDING ENTRANCE

GRID FOR

PROPORTIONS
ONLY
(TYPE S-3)
NOTE: SYMBOL OF ACCESSIBILITY
PER 2019 CBC SECTION 11B-703.7.2.1
60" A.F.F.

WHEELCHAIR
SPACE
0' - 0 1/2" 0' - 6"
0' - 0 1/2"0' - 0 1/2" 0' - 0 1/2"
0' - 0 1/2"
0' - 0 1/2"
1/4" RADIUS, TYP.
6"x6" PICTOGRAM

ACCESSIBILITY SYMBOL

WHITE INTERNATIONAL

SYMBOL OF

ACCESSIBILITY
9"x9"x1/8" THICK SIGN
PANEL w/ RAISED AND

TIPPED COPY
RAISED AND TIPPED COPY; USE SANS SERIF
TYPESTYLE, I.E., HELVETICA NEU REGULAR;
COPY AND 3 POINT RULE BORDER TO
CONTRAST (AT LEAST 70% CONTRAST) WITH
NEUTRAL BACKGROUND; USE "WHEELCHAIR
SPACE", WHEELCHAIR COMPANION", OR "SEMIAMBULATORY SEAT", AS APPLICABLE PER PLAN NOTE:

1. BLUE COLOR

SHALL BE EQUAL
TO COLOR NO.
15090 IN FEDERAL
STANDARD 595a.

WHEELCHAIR SPACE - S-9
WHEELCHAIR COMPANION - S-10
SEMI-AMBULATORY SEAT - S-11
CONTENTS: PICTOGRAM, MESSAGE
58" MIN AFF
60" AFF
0' - 9" 0' - 9" E.Q. E.Q.

WALL-MOUNTED SIGNAGE TO BE MOUNTED ON

LATCH-SIDE OF DOOR, COMPLYING WITH CBC
SECTION 11B-703.7.2.6
RESTROOM DOOR SIGN (RR-1, RR-2, OR
RR-3) WHERE OCCURS
NOTE:

1. TACTILE CHARACTERS ON SIGNS SHALL BE
LOCATED 48 INCHES MIN. AFF, MEASURED

FROM THE BASELINE OF THE LOWEST
BRAILLE CELLS AND 60 INCHES MAX. AFF,

MEASURED FROM THE BASELINE OF THE
HIGHEST LINE OF RAISED CHARACTERS.

2. FOR SIGNAGE DESIGNS, REFER TO

DETAILS , ,

3. 18" CLEARANCE REQUIRED

PERPENDICULAR TO SIGNS
CLR
18" MIN

REFLECTORIZED PORCELAIN ON STEEL WITH
BEADED TEXT.

CONTRACTOR SHALL OBTAIN THE FOLLOWING
INFORMATION FROM THE LOCAL POLICE DEPT.

1. WHERE TOWED VEHICLES MAY BE RECLAIMED.

2. TELEPHONE NUMBER TO CALL IF CAR IS
IMPOUNDED.
2" DIA. GALV. STEEL PIPE
12" DIA. CONC. FOOTING
6'-8" MIN. AT WALKWAY 2'-0".
1 1/2"
17".
22".

WORDING PER CBC
11B-502.8.2

LETTERING ON SIGN

MUST BE A MINIMUM
OF 1" IN HEIGHT

LETTERS TO BE WHITE

ON FEDERAL COLOR
15090 OF FEDERAL
STANDARD 595C BLUE

BACKGROUND

UNAUTHORIZED VEHICLES

PARKED IN DESIGNATED

ACCESSIBLE SPACES NOT

DISPLAYING DISTINGUISHING

PLACARDS OR SPECIAL

LICENSE PLATES ISSUED

FOR PERSONS WITH

DISABILITIES WILL BE TOWED

AWAY AT OWNER'S
EXPENSE. TOWED VEHICLES

MAY BE RECLAIMED AT

OR BY TELEPHONING
12"X12"X8" CONCRETE FOOTING

FOR BASE ANCHOR

BASE ANCHOR, INSTALL PER

MANUFACTURER'S

RECOMMENDATIONS

INFIELD MIX, PER

LANDSCAPE DRAWINGS
0' - 1 1/2"
0' - 3"
Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

ADA SIGNAGE &

DETAILS
A111

SIGNS NOTES

1. THE INTERNATIONAL SYMBOL OF ACCESSIBILITY SHALL CONSIST OF A WHITE FIGURE ON A BLUE BACKGROUND. THE BLUE SHALL BE EQUAL TO COLOR NO. 15090 IN FEDERAL STANDARD 599B. (CBC SECTION
11B-703.7.2.1)

2. CHARACTERS SHALL BE SELECTED FROM FONTS WHERE THE WIDTH OF THE UPPERCASE LETTER "0" IS 60 PERCENT MINIMUM AND 110 PERCENT MAXIMUM OF THE HEIGHT OF THE UPPERCASE LETTER "I" (CBC SEC. 11B-703.2.4), AND A STROKE THICKNESS OF THE UPPERCASE LETTER "I" SHALL BE 10 PERCENT MINIMUM AND 20 PERCENT MAXIMUM OF THE HEIGHT OF THE CHARACTER (CBC SEC. 11B-703.5.7).

3. CHARACTERS AND NUMBERS ON SIGNS SHALL BE SIZED ACCORDING TO THE VIEWING DISTANCE FROM WHICH THEY ARE TO BE READ. THE MINIMUM HEIGHT IS MEASURED USING AN UPPER CASE I. LOWER CASE CHARACTERS ARE PERMITTED. (CBC TABLE 11B-703.5.5)

4. CHARACTERS AND SYMBOLS SHALL CONTRAST WITH THEIR

BACKGROUND, EITHER LIGHT CHARACTERS ON A DARK BACKGROUND OR DARK CHARACTERS ON A LIGHT BACKGROUND. (CBC SECTION 11B-703.7.1)

5. WHEN RAISED CHARACTERS OR SYMBOLS ARE USED, THEY SHALL CONFORM TO THE FOLLOWING: (CBC SECTION 11B-703.2)
A. LETTERS AND NUMBERS ON SIGNS SHALL BE RAISED 1/32" MIN. AND

SHALL BE SANS-SERIF UPPERCASE CHARACTERS ACCOMPANIED BY GRADE 2 BRAILLE. (CBC SECTION 11B-703.2)
B. PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE ACCOMPANIED

BY THE EQUIVALENT VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE BORDER DIMENSION OF THE PICTOGRAM SHALL BE A MIN. OF 6" IN HEIGHT. (CBC SECTION 11B-703.6.1 & 11B-703.6.3) C. TEXT SHALL BE IN A HORIZONTAL FORMAT. (CBC SECTION
11B-703.5.10)
D. BRAILLE SHALL BE POSITIONED BELOW THE CORRESPONDING TEXT IN A HORIZONTAL FORMAT, FLUSH LEFT OR CENTERED. IF TEXT IS MULTILINED, BRAILLE SHALL BE PLACED BE10W THE ENTIRE TEXT. BRAILLE SHALL BE SEPARATED 3/8 INCH (9.5 MM) MINIMUM AND 1/2 INCH (12.7 MM) MAXIMUM FROM ANY OTHER TACTILE CHARACTERS AND 3/8 INCH (9.5 MM) MINIMUM FROM RAISED BORDERS AND DECORATIVE ELEMENTS. (CBC SEC. 11B-703.3.2)

6. CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE

SYMBOLS ARE SPECIFICALLY REQUIRED IN OTHER PORTIONS OF THESE REGULATIONS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS. DOTS SHALL BE RAISED A MIN. OF 1.40" ABOVE THE BACKGROUND. (CBC SECTION 11B-703.3)

7. ALL BUILDING ENTRANCES THAT ARE ACCESSIBLE TO AND USABLE BY

PERSONS WITH DISABILITIES AND AT EVERY MAJOR JUNCTION ALONG OR

LEADING TO AN ACCESSIBLE ROUTE OF TRAVEL SHALL BE IDENTIFIED

WITH A SIGN DISPLAYING THE INTERNATIONAL SYMBOL OF ACCESSIBILITY

AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, TO BE VISIBLE TO PERSONS ALONG APPROACHING PEDESTRIAN WAYS. (CBC SECTION 11B-703.5 & 11B-216.6)

8. WHEN PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND

SPACES, RAISED LETTERS SHALL BE PROVIDED AND SHALL BE
ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH SECTIONS 11B-703.2.

SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO WALL SPACE ON THE LATCH SIDE,

INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE

NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT (CBC SECTION 11B-703.4.2). TACTILE CHARACTERS ON SIGNS SHALL BE LOCATED 48 INCHES (1219 MM) MINIMUM ABOVE THE FINISH FLOOR OR GROUND

SURFACE, MEASURED FROM THE BASELINE OF THE LOWEST BRAILLE CELLS AND 60 INCHES (1524 MM) MAXIMUM ABOVE THE FINISH 1100R OR

GROUND SURFACE, MEASURED FROM THE BASELINE OF THE HIGHEST LINE OF RAISED CHARACTERS. (CBC SECTION 11B-703.4.1)
SCALE: ACCESSIBLE PARKING 1/8" = 1'-0" 7SCALE:

ACCESSIBLE PARKING SYMBOL 1" = 1'-0" 4
SCALE:

ACCESSIBLE PARKING SIGN 1/4" = 1'-0" 1
SCALE: WHEEL STOP 1 1/2" = 1'-0" 3
SCALE: INTERNACIONAL SYMBOL OF ACCESSIBILITY 6" = 1'-0" 8SCALE:

ACCESSIBLE FACEPLATE DETAIL 3" = 1'-0" 5
SCALE:

SIGNAGE MOUNTING DETAIL 1/2" = 1'-0" 2
SCALE: ACESSIBLE ENTRANCE/TOW AWAY SIGN 3/4" = 1'-0" 9SCALE:

BASE ANCHOR 3" = 1'-0" 6
Attachment 2
56 Item 3.

GENERAL SIGNAGE NOTES:

1. REFER TO SPECIFICATION SECTION 10 14 23 FOR LETTER STYLE, PROPORTIONS,

STROKE, SIZE, MARGINS, BRAILLE CRITERIA, AND SIGN MATERIALS/FINISHES

2. SIGN TO HAVE CONTRASTING COLORS 60" AFF
GIRLS
12" DIAMETER
RR-1 - FEMALE DOOR MOUNTED
1/4" MIN. THICK CIRCLE, COLOR

TO CONTRAST WITH DOOR
1/4" MIN. THICK EQUILATERAL TRIANGLE, COLOR TO CONTRAST WITH DOOR 12" EA. SIDE
BOYS
1/8 MIN -
1/4 MAX
RADIUS @ VERTICES
NOTE: ALL EDGES TO
COMPLY WITH 11B-703.7.2.6.4

AS SHOWN HERE

EASED/ROUNDED CHAMFERED
1/8" MAX
1/8" MAX

OF DOOR

GENDER NEUTRAL
10"
RR-4 - WALL MOUNTED
3"
RR-3 - GENDER NEUTRAL DOOR

MOUNTED

OF DOOR
12"
1/4" MIN. THICK CIRCLE, COLOR

TO CONTRAST WITH DOOR
1/4" MIN. THICK EQUILATERAL TRIANGLE,

COLOR TO CONTRAST WITH DOOR
TEXT
RR-2 - MALE DOOR MOUNTED
0' - 10"
BOYS
10"

CORRESPONDING

GRADE II BRAILLE
HEIGHT OF LETTERING 5/8" MIN. TO 2"
MAX. - ALL UPPERCASE CHARACTERS 3/8" TYP

ISA COLOR AND PROPORTIONS SHALL
MATCH CBC FIGURE 11B-703.7.2.1
60" AFF

OF DOOR
60" AFF
60" AFF
TYP
1/2" MIN

TEXT PER SIGNAGE SCHEDULE

TEXT PER SIGNAGE SCHEDULE

ISA COLOR AND PROPORTIONS SHALL
MATCH CBC FIGURE 11B-703.7.2.1

ISA COLOR AND PROPORTIONS SHALL
MATCH CBC FIGURE 11B-703.7.2.1

ISA COLOR AND PROPORTIONS SHALL
MATCH CBC FIGURE 11B-703.7.2.1
NOTE #1: PROVIDE SIGNAGE W/ #2 BRAILLE
@ LATCH SIDE OF DOOR.

NOTE #2: COLOR & CONTRAST OF SIGN SHALL

BE DISTINCTLY DIFFERENT FROM
COLOR & CONTRAST OF THE DOOR.

COLOR TO BE SELECTED BY THE

ARCHITECT ANDCOORDINATED WITH
OWNER.

REFER TO ACCESSIBILITY SIGNAGE
NOTES ON SHEET 6/A-665 FOR
ADDITIONAL REQS.

NOTE #3:

MOUNTING INSTRUCTIONS
FOR MOUNTING SIGNAGE @
WINDOW, SEE DETAIL A.

NOTE #4:

VERIFY ALL SIGNAGE TEXT WITH
OWNER PRIOR TO FABRICATION.

NOTE #5:

NOTE #6: SEE PLAN FOR LOCATION.

SEE SPECIFICATIONS FOR SIGN
TYPE 'e' - EVACUATION SIGNAGE
NOTE #7:
4"
8"

ROOM NAME
ROOM NO.
12"
58"- 60"
NOTE #1
12" DIAMETER
WOMEN
NOTE #2
12" EA. SIDE
MEN
12" DIAMETER
UNISEX

SIGN TYPE

EXTERIOR INTERIOR

BACK-UP PLATE
SIGN

FOR APPLICATION TO GLASS

PROVIDE BACK-UP PLATE AND

MOUNT TO INTERIOR SURFACE
OF GLASS WITH ADHESIVE.

NOTE:

DETAIL A:

RAISED LETTERS

BRAILLE SIGNAGE
5/8"
5/8"

INSERT DESCRIPTION
INSERT
a
1/4" THICK COLOR OF TRIANGLE TO CONTRAST
FROM CIRCLE COLOR. CIRCLE COLOR

TO CONTRAST FROM DOOR AND
TRIANGLE COLOR.
1/2" MIN.
3/8" MIN.

TO 1/2" MAX

SIGN TYPE
b

DOOR MOUNTED

WALL MOUNTED
NUMBER
CL
4"
4"
4"3"
3"
5"
5"
6"
5"
5"
10"

RAISED LETTERS
EXIT

BRAILLE SIGNAGE
1"
1/2" MIN.
3/8" MIN.

TO 1/2" MAX

BRAILLE SIGNAGE

RAISED LETTERS

MAIN ENTRY
3/4"
10"
1/2" MIN.
3/8" MIN.

TO 1/2" MAX

RAISED LETTERS
EXIT
3/4"
1/2" MIN.
3/8" MIN.

TO 1/2" MAX
ROUTE
RAISED
BRAILLE 3/4"
1/2" MIN.
3/8" MIN.

TO 1/2" MAX
DOWN
STAIR
EXIT

SIGNAGE

LETTERS

BRAILLE SIGNAGE

SIGN TYPE
c

WALL MOUNTED

SIGN TYPE
3/4" LETTERS

MAXIMUM

OCCUPANCY
162 PERSONS d

SIGN TYPE
e

WALL MOUNTED

SIGN TYPE
f

WALL MOUNTED

SIGN TYPE
g

WALL MOUNTED
Drawing No.

SUBMITTAL 01 08 APR 2024
1750 E Palomar Street, Suite E
Chula Vista, CA 91913
(619) 784-6428
Copyright 2024 - Senses & Spaces
All ideas, designs, and arrangements
indicated on these drawings are the property
of Senses $ Spaces and are intended to be
used in connection with this specific project
only and shall not otherwise be used for any
purpose whatsoever without the written
consent of the designer. There shall be no
changes or deviations from these drawings
or the accompanying specifications without
the written consent of the designer.

CAKE HOUSE

COACHELLA
45800 DILLON RD
COACHELLA CA92236

ADA SIGNAGE &

DETAILS
A112
SCALE: RESTROOMS SIGNAGE TYPES 1 1/2" = 1'-0"
1 SCALE:

SIGNAGE MOUNTING AND ANCHORING 3" = 1'-0"
2 Attachment 2
57 Item 3.
x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x VISTA DEL NORT D E I L ON ROA D N45°06'07"E - 114.38' (N44º29'28"E) S 45°06'09"E - 342.70' N 87°56'39"W 268.23' N 77°26'18"W - 161.63'
N27°09'10"E - 130.81' (N27º09'10"E)
(E) BUILDING TO BE REMODELED
1854 SF 8%
PL
PL
PL
NO PARKING E 50'-0" CVWD EASEMENT 50'-0" CVWD EASEMENT E L-I

ILLUSTRATIVE
PLAN 0 8' 16' 32' ILLUSTRATIVE PLAN
SCALE 1"=16'-0" A
45800 DILLON RD
COACHELLA CA 92236

CAKE HOUSE

COACHELLA
ALL IDEAS, DESIGN ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF SOTELO LANDSCAPE ARCHITECTS AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT, NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SOTELO LANDSCAPE ARCHITECTS.

SUBMITTAL 05.14.24
SHEET
2643 4th Avenue
San Diego CA 92103
Phone 619.544.1977
[email protected]
www.asotelo.com
Renewal Date
Issue Date

12.31.25 05.14.24 L CI ENSED L A NDS C A PE A RCHI T EC TA NGELINA SOTELO #5254 S T A T E OF C A L IFORNIA

EXISTING UNPLANTED

LANDSCAPE TO REMAIN

NEW LANDSCAPE AROUND BUILDING
BOUNDED BY 6" CONCRETE CURB,

PER SITE PLAN

EXISTING PARKING

CANOPY TO REMAIN

NEW BLOCK AND WROUGHT

IRON FENCING PER

ARCHITECT'S PLANS

EXISTING BLOCK

WALL TO REMAIN

PROPOSED BILLBOARD, BY

SEPARATE PERMIT

NEW ADA

PARKING
STALL

NEW PARKING

PLANTER
NEW

CONCRETE

WALKWAY

EXISTING

SIDEWALK

EXISTING PLANTER
WIDENED TO 10'

EXISTING PLANTER
WIDENED TO 10'

EXISTING PLANTER
WIDENED TO 10'
10'-0"
10'-0"

NEW PARKING STALLS

WITH BORDERING

LANDSCAPE PLANTERS

TRASH ENCLOSURE PER

ARCHITECT'S PLAN

PROPOSED

PLANTING, TYPICAL

PROPOSED

BOULDERS,

TYPICAL

ALL NEW LANDSCAPING

TOPPED WITH DECOMPOSED

GRANITE

PROPOSED
TREES

PARKING SHADE

TREES, TYPICAL

EXISTING ASPHALT,

TYPICAL
10'-0"
Attachment 2
58 Item 3.
x x x x x x x x x x x x x x x x x x x x x x x x x x x x VISTA DEL NORT D E I L LON ROA D N45°06'07"E - 114.38' (N44º29'28"E) S 45°06'09"E - 342.70' N 87°56'39"W 268.23' N 77°26'18"W - 161.63' (E) BUILDING TO BE REMODELED 1854 SF 8% PL PL NO PARKING E 50'-0" CVWD EASEMENT
50'-0"
CVWD EASEMENT E 45800 DILLON RD COACHELLA CA 92236 CAKE HOUSE COACHELLA ALL IDEAS, DESIGN ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF SOTELO LANDSCAPE ARCHITECTS AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT, NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SOTELO LANDSCAPE ARCHITECTS. SUBMITTAL 05.14.24 SHEET 2643 4th Avenue San Diego CA 92103 Phone 619.544.1977 [email protected] www.asotelo.com Renewal Date Issue Date 12.31.25 05.14.24 L CI ENSED L A NDS C A PE A RCHI T EC TA NGELINA SOTELO #5254 S T A T E OF C A L IFOR NIA L1.0 IRRIGATION PLAN 0 8' 16' 32' IRRIGATION PLAN SCALE 1"=16'-0" A ALL LATERAL LINES SHALL BE 34" UNLESS OTHERWISE NOTED NOTE: PLAN IS DIAGRAMMATIC. LOCATE MAIN, LATERAL LINE AND VALVES INSIDE PLANTED AREA. SLEEVE ALL IRRIGATION PIPE AND WIRING WHICH RUNS UNDER ANY PAVEMENT, TYPICAL. NOTE: CONTRACTOR TO VERIFY EXISTING MAINLINE IS MINIMUM OF 1". CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT IF MAINLINE IS LESS THAN 1". NOTE: CONTRACTOR TO VERIFY THAT THERE IS AN EXISTING CONTROLLER WITH RAIN SENSOR AND ENOUGH OPEN STATIONS FOR THE PROJECT, OR PROVIDE A NEW ONE PER LEGEND BF MV FS SM M BFMVFS SM M 35 27 2 2 2 2 2 2 2 22 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 22 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 11 17 4 27 33 A-1 1" 9.0 6 6 4 10 12 1" 3 4" A-2 1" 2.06 3 4" A-3 1" 1.1 3 4" B-2 1" 3 B-2 1" 0.76 3 4" 3 4" IRRIGATION NOTES 1. CONTRACTOR SHALL INSTALL IRRIGATION SYSTEMS THAT ARE COMPLETE AND FUNCTIONING IN EVERY WAY. 2. PLANS ARE PRECISE, AND YET DIAGRAMMATIC. PRECISE LOCATION OF HEADS SHALL BE FIELD ADJUSTED TO MEET MINOR VARIATIONS IN PLAN. 3. CONTRACTOR SHALL CHECK AND VERIFY ALL SITE CONDITIONS, UTILITIES, AND SERVICES PRIOR TO TRENCHING. 4. CONTRACTOR SHALL CHECK AND VERIFY WATER PRESSURE OF 75 PSI AT POINT OF CONNECTION (P.O.C.) NEAR SITE ENTRY PRIOR TO BEGINNING OF WORK. NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCY. 5. POINT OF CONNECTION (P.O.C.) - REFER TO PLAN FOR LOCATIONS OF THE TWO EXISTING WATER METERS 6. DIRECT BURIAL CONTROL WIRE SHALL BE 24 VOLT, SINGLE CONDUCTOR SOLID COPPER, PLASTIC INSULATED CABLE RATED FOR DIRECT BURIAL APPLICATIONS, UF, UL APPROVED, 14-GAUGE (MINIMUM) CONTROL WIRE, 12-GAUGE (MINIMUM) FOR COMMON GROUND RETURN WIRE. SIZE OF WIRE FOR RUNS OVER 1000' LONG SHALL BE PER MANUFACTURER'S SPECS. NEUTRAL WIRES: WHITE (#12 AWG), DO NOT INTERCONNECT NEUTRAL WIRES BETWEEN CONTROLLERS. PILOT WIRES: (#14 AWG), USE AS MANY AS NECESSARY. VALVE NO. VALVE NO. VALVE NO. 1. YELLOW 7. YELLOW W/ BLACK STRIPE 13. ORANGE W/ RED STRIPE 2. ORANGE 8. ORANGE W/ BLACK STRIPE 14. PURPLE W/ WHITE STRIPE 3. BLUE 9. RED W/ BLACK STRIPE 15. BROWN W/ WHITE STRIPE 4. BLACK 10. WHITE W/ RED STRIPE 16. YELLOW W/ WHITE STRIPE 5. BROWN 11. YELLOW W/ RED STRIPE 17. BLUE W/ WHITE STRIPE 6. PURPLE 12. BLUE W/ RED STRIPE 18. RED W/ WHITE STRIPE SPARE WIRES: TWO (2) RED (# 14 AWG) FROM FURTHEST VALVE OR MANIFOLD TO EACH CONTROLLER. *COLORS REPEAT FOR VALVES BEYOND 18. 7. CONTRACTOR TO PROVIDE TWO EXTRA CONTROL WIRES AT FURTHEST VALVE BACK TO THE CONTROLLER AND (ALT ITEM) ONE EXTRA WIRE FROM EACH VALVE BANK BACK TO CONTROLLER. 8. IN-LINE WIRE SPLICES SHALL BE MADE ONLY IN PULL BOXES, OR PLASTIC VALVE BOXES, WITH WATERPROOF SEALING PACKETS. 9. CONTRACTOR SHALL BE RESPONSIBLE FOR SLEEVES AND CHASES UNDER PAVING, THROUGH WALLS, ETC., UNLESS OTHERWISE NOTED. SLEEVING SHALL BE MARKED AT EACH END OF FLATWORK OR WALLS BY A PAINT DOT. 10. CONTRACTOR SHALL NOTE LOCATIONS OF TREES ON PLANTING PLAN AND SHALL ROUTE IRRIGATION PIPE AND PLACE HEADS TO PREVENT CONFLICTS WITH TREE PLANTING. GROUP VALVES IN BOXES, PARALLEL TO EACH OTHER, IN PLANTING AREAS. LOCATE PIPE ALONG EDGE OF PLANTING AREAS WHEREVER POSSIBLE. 11. ALL PIPE AND WIRE UNDER VEHICULAR USE AREAS AND PAVING SHALL BE 36" DEEP AND INSTALLED IN PVC SCHEDULE 40 SLEEVES. SLEEVES SHALL BE AT LEAST TWICE THE DIAMETER OF THE PIPE OR WIRE BUNDLE TO BE ENCLOSED, WITH A MINIMUM OF 2" SIZE. 12. FLUSH ALL PIPES CLEAN PRIOR TO INSTALLING SPRINKLER HEADS. 13. ALL HEADS TO BE 3" MINIMUM FROM BROW DITCH OR WALLS. 14. OBTAIN AN IRRIGATION COVERAGE APPROVAL FROM THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. CONTACT LANDSCAPE ARCHITECT AT LEAST 24 HOURS IN ADVANCE OF DESIRED INSPECTION TIME. 15. PROVIDE ANTI-DRAIN VALVES OF CORRECT LINE SIZE WHERE FIELD CONDITIONS DEMAND, PER PLANS, AND/OR AS REQUIRED. 16. CONTROL WIRES SHALL BE BUNDLED WITH ELECTRICAL TAPE AT 8'-0" INTERVALS AND BURIED BENEATH MAINLINE WHERE POSSIBLE OR AT THE SAME DEPTH AS MAINLINE ALONG EDGES OF PLANTING AREAS. 17. ALL "DRIP" IRRIGATION DEVICES, SHALL HAVE VALVES THAT SERVICE "DRIP" IRRIGATION AND SHALL BE INSTALLED WITH AN APPROVED FILTER, PER PLAN. 18. CONTRACTOR SHALL ADJUST ALL IRRIGATION HEADS TO COMPLETELY COVER PLANTING AREAS WHILE AVOIDING WALKS, BUILDINGS, POSTS, COLUMNS, AND WINDOWS. 19. ALL TRENCHES SHALL BE WETTED AND RECOMPACTED TO 90% MINIMUM UNDER FLATWORK AND 85% IN PLANTING AREAS. 20. SYSTEM CONTROLLER SHALL BE SUPPLIED WITH THE CORRECT BATTERY BACK UP AND CONNECTED TO A RAIN SENSOR SHUTOFF DEVICE AND MOISTURE SENSOR, PER PLAN. 21. CONTRACTOR'S MAINTENANCE PERIOD SHALL NOT BE TERMINATED UNTIL THE FOLLOWING CONDITIONS ARE SATISFIED AND APPROVED BY THE LANDSCAPE ARCHITECT: A. VALVES SHALL BE WIRED TO CONTROLLER IN SAME NUMERICAL SEQUENCE AS INDICATED ON PLANS. B. PROVIDE PLASTIC SEALED DIAGRAMMATIC PLAN OF SYSTEM IDENTIFYING STATION NUMBERS AND AREA THEY WATER; MOUNT INSIDE EACH CONTROLLER. C. CONTRACTOR SHALL MOUNT IRRIGATION SCHEDULING GUIDELINES (PROVIDED BY LANDSCAPE ARCHITECT) IN A PLASTIC SLEEVE IN THE CONTROLLER BOX. CONTRACTOR IS REQUIRED TO USE MULTIPLE STARTS FOR EACH VALVE TO ACHIEVE DEEP WATERING. D. "AS-BUILT" DRAWINGS SHALL INCLUDE LOCATIONS OF ALL MAINS, VALVES, SOURCE OF ELECTRICAL POWER FOR CONTROLLER CLOCK, CONTROL WIRE SLEEVES, AND BELOW GRADE HEADS, IF DIFFERENT THAN PLANS. LOCATE BY DIMENSIONING FROM TWO FIXED POINTS (CONTRACTOR MAY USE A BLUEPRINT OF THE SPRINKLER PLAN AND EDIT IN PERMANENT RED INK FOR THE AS-BUILT DRAWING.) 22. PROVIDE THE FOLLOWING TOOLS AND MATERIALS AS PART OF THIS CONTRACT: A. ALL EQUIPMENT OPERATION MANUALS AND GUARANTEES. B. 1 PLASTIC SEALED DIAGRAM OF SYSTEM AREAS. GET REDUCED PRINT FROM LANDSCAPE ARCHITECT. C. 1 AS-BUILT DRAWINGS. D. 2 SETS OF AUTOMATIC CONTROLLER KEYS FOR EACH CONTROLLER. E. 1 QUICK COUPLER VALVE KEYS AND 1 HOSE SWIVEL AND BIBB ASSEMBLIES. F. 1 WRENCH FOR DISASSEMBLING EACH TYPE OF SPRINKLER HEAD SUPPLIED. G. 1 SCREWDRIVER FOR ADJUSTING EACH TYPE OF SPRINKLER HEAD SUPPLIED. 23. ALL IRRIGATION IMPROVEMENTS ARE TO BE INSTALLED AS SHOWN ON THE PLANS AND IN ACCORDANCE WITH THE CRITERIA AND STANDARDS OF THE CITY-WIDE LANDSCAPE REGULATIONS AND THE CITY OF SAN DIEGO LAND DEVELOPMENT MANUAL LANDSCAPE STANDARDS AND ALL OTHER LANDSCAPE RELATED CITY AND REGIONAL STANDARDS AS OF THE APPROVED DATE OF THESE PLANS. AN IRRIGATION AUDIT REPORT MAY BE REQUIRED PRIOR TO OCCUPANCY PRIOR TO RELEASE OF SECURITY, THE APPLICANT SHALL SUBMIT A LANDSCAPE IRRIGATION AUDIT THAT VERIFIES WATER USE IS WITHIN THE PARAMETERS OF WHAT WAS APPROVED ON THE PROJECT. THE AUDIT SHALL BE CONDUCTED BY A THIRD PARTY CERTIFIED LANDSCAPE IRRIGATION AUDITOR. LANDSCAPE AUDITS SHALL NOT BE CONDUCTED BY THE PERSON(S) WHO DESIGNED THE LANDSCAPE OR INSTALLED THE LANDSCAPE POINT OF CONNECTION 'A'POINT OF CONNECTION 'B' SYMBOL MANUFACTURER/MODEL/DESCRIPTION PSI GPM DETAIL 30 0.50 30 0.50 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL RAIN BIRD LFV-075 3/4" LOW FLOW DV VALVE RAIN BIRD XT025 W/ XERI-BUG 20PC 1/2" FEMALE THREADED POINT SOURCE DRIP EMITTER. QUANTITY CODED EMITTERS WITH FLOW RATES OF 2.0 GPH EACH. RECOMMENDED PRESSURE FROM 20 PSI-50 PSI. 1 EMITTER FOR SMALL SHRUBS. TWO EMITTERS FOR LARGER SHRUBS. SEE PLAN. SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL RAIN BIRD PGA GLOBE 1", 1-1/2", 2" ELECTRIC REMOTE CONTROL VALVE, GLOBE. RAIN BIRD 3-RC 3/4" BRASS QUICK-COUPLING VALVE, WITH CORROSION-RESISTANT STAINLESS STEEL SPRING, THERMOPLASTIC RUBBER COVER, AND 1-PIECE BODY. SPEARS BALL VALVE 1/2", 3/4", 1", 1-1/4", 1-1/2",2" THREADED PLASTIC BALL VALVE. QUARTER-TURN SHUTOFF DESIGNED FOR IRRIGATION, SPAS, POOLS AND OTHER GENERAL COLD WATER APPLICATIONS. 125 PSI RATING. SAME SIZE AS MAINLINE. IRRIGATION LEGEND PSI GPH 20 2.00 (GPH) RAINBIRD 1400 FLOOD BUBBLER MULTI-STREAM BUBBLER, FIXED RISER, 0.5 GPM. RAINBIRD RWS-B-C 18" LONG RZWS WITH INSTALLED 0.50 GPM BUBBLER OPTIONS, 1/2" SWING JOINT FOR CONNECTION TO 1/2" PIPE 2 DETAIL N , SHEET L1.1 DETAIL O , SHEET L1.1 DETAIL J,K , SHEET L1.1 DETAIL D , SHEET L1.1 DETAIL F , SHEET L1.1 DETAIL I , SHEET L1.1 DETAIL H , SHEET L1.1 HUNTER HC FLOW 100 SUBMETER SM DETAIL B, SHEET L1.0 RAIN BIRD 300-BPES GLOBE 3" 3" BRASS MASTER VALVE, WITH GLOBE CONFIGURATION. WITH A PATENTED NYLON SCRUBBER THAT SCRAPES A STAINLESS STEEL SCREEN TO PREVENT DEBRIS BUILD-UP AND CLOGGING. MV DETAIL B , SHEET L1.1 BF ZURN 975XL2 1" WITH ZURN BRONZE 1" WYE STRAINER 1-SXL DETAIL A , SHEET L1.1 REDUCED PRESSURE BACKFLOW DEVICE AND ENCLOSURE. INSTALL IN AN APPROVED VANDAL-PROOF STRONG BOX BACKFLOW PREVENTER ENCLOSURE GREEN COLOR. RAIN BIRD WR2-RFC WIRELESS RAIN AND FREEZE SENSOR COMBO, INCLUDES 1 RECEIVER AND 1 RAIN/FREEZE SENSOR TRANSMITTER. RAIN BIRD FS-100-P 1" FLOW SENSOR, PLASTIC PVC MODEL. SUGGESTED OPERATING RANGE 5.4 GPM TO 54 GPM. SIZE FOR FLOW NOT ACCORDING TO PIPE SIZE. RAIN BIRD COMPATIBLE CONTROLLERS: ESP-LXIVM(P) | LXD | LXME2(P) | ME3, OR CONTROLLERS ACCEPTING CUSTOM K-FACTOR AND OFFSET. INSTALL IN RAIN BIRD VALVE BOX WATER METER TO REMAIN IRRIGATION LATERAL LINE: PVC SCHEDULE 40 MAINLINE: PVC SCHEDULE 40 RFSM Valve Number Valve Flow Valve Size Valve Callout # #" # DETAIL L , SHEET L1.1 DETAIL C , SHEET L1.1 DETAIL E , SHEET L1.1 PIPE SLEEVE: PVC SCHEDULE 40 DETAIL E , SHEET L1.1 DETAIL E , SHEET L1.1 SYMBOL MANUFACTURER/MODEL/DESCRIPTION DETAIL WIRELESS HC FLOW METER TRANSMITTER AND CABLE PER PLAN (WHCFLOW) HC FLOW METER WATERPROOF CONNECTORS (2) RECTANGULAR VALVE BOX PER PLAN BRICK SUPPORTS AT EACH CORNER (4) FILTER FABRIC GRAVEL BASE, DEPTH PER PLAN MAIN LINE AND SOIL COVER PER PLAN MAIN LINE FITTING PER PLAN FINISHED GRADE 123456 1 7 1045 6 78 5 x DIA. OF STRAIGHT PIPE FREE OF FITTINGS OR ELBOWS 10 x DIA. OF STRAIGHT PIPE FREE OF FITTINGS OR ELBOWS FLOW NOTE: SAWCUT A 3-1/4" (8.255cm) DIA. HOLE IN TOP OF VALVE BOX LID TO ALLOW FOR TRANSMITTER INSTALLATION. 3 8 9 910 2 NOT TO SCALE SUB-METER B RAIN BIRD ESPLXME2 W/ (1) ESPLXMSM12 24 STATION, TRADITIONALLY-WIRED, COMMERCIAL CONTROLLER. (1) ESPLXME2 12-STATION, INDOOR/OUTDOOR, PLASTIC WALL-MOUNT ENCLOSURE W/ (1) ESPLXMSM12 - 12-STATION EXPANSION MODULES. C DETAIL M , SHEET L1.1 RC Attachment 2 59 Item 3.
45800 DILLON RD
COACHELLA CA 92236

CAKE HOUSE

COACHELLA
ALL IDEAS, DESIGN ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF SOTELO LANDSCAPE ARCHITECTS AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT, NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SOTELO LANDSCAPE ARCHITECTS.

SUBMITTAL 05.14.24
SHEET
2643 4th Avenue
San Diego CA 92103
Phone 619.544.1977
[email protected]
www.asotelo.com
Renewal Date
Issue Date

12.31.25 05.14.24
L
CI E
NSED

L A NDS C A PE A RCHI T
E
C
T
A NGELINA SOTELO #5254

S T A T E OF C A L IFORNIA

IRRIGATION

DETAILS
L1.1
120V TO POWER SUPPLY 3'-8" 1'-6" MIN.

CONTROL WIRES TO VALVES

NOT TO SCALE

AUTOMATIC CONTROLLER M

1. FACE OF EXTERIOR WALL

2. BUILDING WALL

3. AUTO CONTROLLER PER PLANS

AND SPECS, IN A LOCKABLE

VANDALPROOF, STAINLESS

STEEL ENCLOSURE, PERLEGEND

OR APPROVED EQUAL, WALL
MOUNT PER MFGR'S PER SPECS.

MAKE ALL CONNECTIONS INSIDE
CABINET.

4. MIN. Iû" RIGID CONDUIT, PAINTED
TO MATCH SURROUNDINGS.

5. MIN. 3/4 " RIGID CONDUIT,

PAINTED TO MATCH
SURROUNDINGS, FOR 120V
POWER SUPPLY. PROVIDE

GROUND WIRE FOR
CONTROLLER. COORDINATE

POWER SUPPLY CONNECTION
W/ OWNER.

6. ANCHOR CONDUIT TO WALL W/
GALV. PIPE CLAMPS AND
APPROVED ANCHORS.

7. SWEEP ELLS, TYP.

8. FINISH GRADE.

NOTE: CONTRACTOR

TO SUPPLY AND
INSTALL MFGR.

BATTERY WITH THIS
INSTALLATION 15" MIN.

FLOW
D

DRIP REMOTE CONTROL VALVE

NOT TO SCALE

NOT TO SCALE G
DRIPLINE FLUSHING VALVE ¾"

NOT TO SCALE

RAIN / SOLAR SENSOR L

NOT TO SCALE

JOINT TRENCH E
1"

LOCATE ON LOW END OF
EACH DRIP STATION 12" 21" MIN.

FLOW 1" CLR

NOT TO SCALE B

MASTER VALVE

THREADED EMITTER

NOT TO SCALE K

1. WIRE CONNECTORS (W/12" LOOP)

2. DRIP CONTROL ZONE KIT

3. JUMBO PLASTIC VALVE BOX W/ U.V.

INHIBITORS PER SPECS

4. FINISH GRADE (W/ MULCH) 1/2" BELOW VALVE

BOX TOP IN SHRUB PLANTING AREA

5. FILTER

6. PVC SXS ELL (90°)

7. PVC SCH 40 NIPPLE

8. PVC TEE OR ELL

9. PVC MAIN

10. POLY LATERAL LINE (TO EMITTERS)

11. PRESSURE REGULATOR

12. PEA GRAVEL. 4" MIN. DEPTH

13. BRICK (OPTIONAL) IN MIDDLE

NOT TO SCALE F

REMOTE CONTROL VALVE
FLOW CLR.

1. 10" VALVE BOX & LID W/U.V.

INHIBITORS. MODEL #212BCB
BY NDS

2. LINE FLUSHING VALVE, MOD.
#TLSOV BY NETAFIM

3. FINISH GRADE

4. 3/4" GRAVEL SUMP (1 CUBIC
FOOT)

5. INSERT FEMALE ADAPTER
(SIZE AS REQ'D) W/ REDUCING
BUSHING MPT X 1/2" FPT

6. POLYETHYLENE LATERAL (OR

EXHAUST HEADER)

7. POLYETHYLENE TUBING WITH

STAINLESS STEEL CLAMP

8. DOUBLE MIRAFI HP570

GEOTEXTILE (PERMEABLE)

9. UNMORTARED

BRICKSUPPORTS (TWO)

1. FINISH GRADE (W/ MULCH) 1/2"

BELOW VALVE BOX TOP IN

SHRUB PLANTING AREA

2. WIRE CONNECTORS

3. 12" DIAM LOOP

4. PVC LATERAL

5. PVC MALE ADAPTER.

6. UNION.

7. BRICK (OPTIONAL)

8. PLASTIC VALVE BOX W/ U.V.

INHIBITORS PER SPECS.

9. SOLENOID ACTUATED GLOBE
VALVE

10. PVC MALE ADAPTER

11. PVC SCH 40 NIPPLE

12. PVC SXS ELL

13. PVC SCH 40 NIPPLE

14. PVC TEE OR ELL

15. PVC MAIN

16. PEA GRAVEL 4" MIN. DEPTH

1. BUILDING EAVE

2. RAIN/SOLAR SENSOR,

MOUNT AT BUILDING
EAVE PER MFGRS.

SPECS. MUST

BEEXPOSED

TOUNOBSTRUCTED THE

SUN, RAINFALL AND

CLEAR OF IRRIGATION
SPRAY.

QUICK COUPLER VALVE IN BOX I NOT TO SCALE

BALL VALVE

NOT TO SCALE H

1. 7" DIA. VALVE
BOX

2. BALL VALVE

3. PVC MAINLINE

4. 3/4" DIA.

GRAVEL
SUMP. 6" X 6"

NOT TO SCALE

REDUCED PRESSURE BACKFLOW PREVENTER
NOTES: 12" MIN.

FROM METER
SLOPE
TO
EDGE
A
· ALL PIPING FROM THE METER

THROUGH THE BACKFLOW

PREVENTER SHALL BE TYPE M OR L
COPPER WITH SOLDERED JOINTS. · ALL FITTINGS AND NIPPLES SHALL BE COPPER. · CLOSE NIPPLES SHALL NOT BE USED. · TEFLON TAPE ß" WIDE SHALL BE

USED ON ALL THREADED
CONNECTIONS. · CONCRETE PAD SHALL BE 26" WIDE &
5" THICK (520-C-2500). · ALL PIPE BELOW GRADE SHALL BE
WRAPPED AS REQ'D BY AGENCY. · INLET FITTINGS TYPICAL TO OUTLET FITTINGS. · BACKFLOW PREVENTER ASSEMBLY

SHALL BE TESTED UPON

INSTALLATION BY A CERTIFIED
BACKFLOW DEVICE TESTER.

CONTRACTOR TO PROVIDE THE

ENGINEER WITH WRITTEN TEST

RESULTS COMPLETED BY A

CERTIFIED BACKFLOW DEVICE

TESTER PRIOR TO THE BACKFLOW

PREVENTER ASSEMBLY'S
ACCEPTANCE BY THE ENGINEER.

1. PVC IRRIGATION MAINLINE

2. SCH. 80 PVC FEMALE

ADAPTER

3. FINISH GRADE

4. PRESSURE REGULATOR
PER LEGEND SET @ 75 PSI

5. COPPER UNION, TYP.

6. FEBCO YA REDUCED

PRESSURE BACKFLOW

PREVENTER DEVICE

ASSEMBLY-SIZE PER
LEGEND

7. BALL VALVE AS REQ'D BY
AGENCY WILKINS 850 C

SERIES, TYPICAL, LINE SIZE

8. SOLDERED COPPER RISER

WRAPPED IN

POLYETHYLENE

9. CONCRETE PAD, 2" ABOVE

GRADE, SIZE PER

ENCLOSURE DIMENSIONS &
NOTES

10. SXT COPPER ELL (90°)

11. FLOW DIRECTION

12. 18"X12"X12" CONCRETE

THRUST BLOCK

NOT TO SCALE

FLOW SENSOR C

1. BRICK

2. RED BRASS UNION

3. PVC FEMALE ADAPTER

4. RED BRASS NIPPLE

5. RED BRASS 45° ELL

6. RED BRASS NIPPLE

7. 12" DIAM. LOOP.

8. WIRE CONNECTORS

9. FINISH GRADE MAX. 1/2"

BELOW VALVE BOX TOP

IN NON LAWN AREA

10. PLASTIC VALVE BOX
WITH UV INHIBITORS.

11. SOLENOID ACTUATED

GLOBE VALVE

12. RED BRASS NIPPLE

13. RED BRASS 45° ELL

14. RED BRASS NIPPLES

15. PVC FEMALE ADAPTER

16. PVC MAIN

17. RED BRASS 45°

18. ELL PEA GRAVEL 4" MIN.

DEPTH

NOT TO SCALE
BUBBLER N 18" (30" UNDER STREET PAVEMENT) 21" IN PLANTED AREA (36" UNDER PAVEMENT) SLEEVE 12" UNDER POTABLE WATER LINES WHERE OCCURS, PER DETAIL I / L-28 NOTES: · BACKFILL MATERIAL

SHALL BE COMPACTED TO

RELATIVE COMPACTION
OF 90% OR MORE. · ALL PVC PIPE SHALL LAY

FREE IN THE TRENCH

WITH NO INDUCED STRAIN

AND W/ SUFFICIENT

ALLOWANCE FOR

EXPANSION AND

CONTRACTION AS

RECOMMENDED BY THE
MANUFACTURER. · TEFLON TAPE 3/4" WIDE

SHALL BE USED ON ALL

THREADED
CONNECTIONS. · THE LETTER W SHALL BE

STAMPED OR CHISELED

ON THE IMPROVEMENT
(CURB -SIDEWALK)

DIRECTLY ABOVE THE
PRESSURE PIPELINE. · ALL PLASTIC PIPE UNDER

PAVEMENT SHALL BE

INSTALLED IN A PVC
SLEEVE. · MINIMUM CLR BETWEEN
PRESS. PIPES SHALL BE
2". · IRRIGATION JOINT
TRENCH TO BE 12" MIN.

CLR. BETWEEN SDG&E

DRY UTILITIES WHEN

THEY RUN PARALLEL AND
6" VERTICAL CLR. WHEN
THEY CROSS. SEE ENGR'S

PLAN FOR UTILITIES
LOCATIONS.
12" MIN. 2" CLR.
2"
CLR.
2"
CLR 4"-6"
FINISH
GRADE

1. ROAD OR DWY A/C

PAVING, OR

CONCRETE PAVING

AS OCCURS

2. NATIVE SOIL FREE
OF LARGE (> 3"Ø)

ROCKS & DEBRIS

3. TRENCH MARKER
TAPE

4. IRRIG. LATERAL

LINE(S)

5. PLASTER OR

MORTAR SAND PER
SPECS. 02811
SECTION, W/ MIN.

SAND EQUIVALENCY
OF 50

6. SLEEVES WHERE

SHOWN ON PLANS
(SIZE AS SHOWN)
MIN. 2x PIPE Ø

7. IRRIGATION

MAINLINE

8. CONTROL WIRE IN

CONDUIT, SHALL

FOLLOW JOINT
TRENCH EXCEPT @

PULL & VALVE
BOXES. CONTROL

WIRES TO BE INSIDE

MAINLINE SLEEVE
UNDER PAVEMENT. 2û" MIN. 4" MIN.

SUPPLY 1 KEY/HOSE

BIBB ASSEMBLY W/
THIS JOB.

1. COMPACTED OR

NATIVE SOIL

2. 1 CU. FT. MIN. CONC.

THRUST BLOCK

3. RED BRASS 90°
ELBOW

4. BRASS RISER

5. QUICK COUPLER

WITH LOOSE KEY &

LOCKING COVER

6. VALVE BOX

ENCLOSURE

7. PEA GRAVEL SUMP

8. SCH. 40 PVC

ADAPTER

9. PVC MAINLINE

10. STD BRICK (4 REQ'D)

11. RED BRASS NIPPLE
8" LONG
3/4 " DIA. GRAVEL
SUMP. 6" X 6"
10 X PIPE Ø 5 X PIPE Ø

1. 7" DIA. VALVE BOX WIRE TO
INTERFACE PANEL 18" GA.

MIN.

2. WIRE SIZE, MAX WIRE RUN
1000 FT.

3. FLOW SENSOR

4. PVC MAINLINE

5. BRICK

FLOW FLOW

1. FINISH GRADE

2. TOP OF MULCH

3. EMITTER PER IRRIGATION
LEGEND

4. POLYFLEX RISER AND

ADAPTER

5. PVC SCH 40

6. PVC LATERAL PIPE
R.C.V.

1. LATERAL LINES

2. EMITTERS UPHILL FROM
R.C.V. PER PLAN,

TYPICAL

3. EMITTERS DOWNHILL
FROM R.C.V. PER PLAN,

TYPICAL

4. LATERAL LINE P.O.C.

FROM R.C.V.

5. R.C. VALVE

6. DIRECTION OF PLANTER
SLOPE
2 1
1 2
2 3
3 2
2 THREADED EMITTER DOWNHILL FROM R.C.V.

NOT TO SCALE J 2"

1. BUBBLER PER LEGEND. ADJUST

THROW TO MATCH PLANTED
AREA AND UP TO 9" AWAY FROM
BUILDING WALL, TYPICAL.

2. PVC SCH 80 NIPPLE: LENGTH AS
REQ'D. (2" MIN. WHERE SHOWN).

3. 2- PVC SCH 40 STREET ELLS.
(SWING JOINT).

4. PVC SCH 80 NIPPLE: LENGTH AS
REQ'D.

5. FINISH GRADE/ TOP OF MULCH,

SEE NOTE ABOVE

6. EXCESS FLOW VALVE IN HEADS
ADJACENT SIDEWALK.

7. PVC SCH 40 STREET ELL (SWING
JOINT)

8. PVC SCH 40 TEE OR ELL

9. PVC LATERAL, PER PLANS &
SPECS

NOT TO SCALE

SUPPLEMENTAL TREE ROOT WATERING SYSTEM O
PLAN VIEW 1"

5. ** 1/2" ELL

6. SCH 40 PVC ELL (LATERAL LINE SIZE)

9. NATIVE SOIL

11. LATERAL LINE PIPING PER IRRIGATION
2" 18"

1. BUBBLER

2. ROOTBALL OF TREE

3. 2" OF PEA GRAVEL AROUND RWS

4. ** 4" BASKET WEAVE CANISTER

7. FINISH GRADE

8. ** SCH 80 PVC NIPPLE

10. ** 12" SWING ASSEMBLY

LEGEND (PLAN SIZE)

12. TREE STAKE PER PLANTING PLAN

13. TRUNK OF TREE

14. ROOT WATERING

SECTION / ELEVATION

SYSTEM PER IRRIGATION LEGEND
Attachment 2
60 Item 3.
x
x
x x x x x x x x x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x
x

VISTA DEL NORT
D
E
I L
ON
ROA D
N45°06'07"E - 114.38' (N44º29'28"E)
S 45°06'09"E - 342.70'
N 87°56'39"W 268.23'
N 77°26'18"W - 161.63'
N27°09'10"E - 130.81'
(N27º09'10"E)
(E) BUILDING TO BE REMODELED
1854 SF 8%
PL
PL
PL

NO PARKING
E
X
50'-0" CVWD EASEMENT 50'-0" CVWD EASEMENT
E
45800 DILLON RD
COACHELLA CA 92236

CAKE HOUSE

COACHELLA
ALL IDEAS, DESIGN ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF SOTELO LANDSCAPE ARCHITECTS AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT, NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SOTELO LANDSCAPE ARCHITECTS.

SUBMITTAL 05.14.24
SHEET
2643 4th Avenue
San Diego CA 92103
Phone 619.544.1977
[email protected]
www.asotelo.com
Renewal Date
Issue Date

12.31.25 05.14.24
L
CI E
NSED

L A NDS C A PE A RCHI T
E
C
T
A NGELINA SOTELO #5254

S T A T E OF C A L IFORNIA
L2.0

PLANTING
PLAN
0 8' 16' 32' PLANTING PLAN
SCALE 1"=16'-0"
A
TOTAL PARKING AREA:
(EXCLUDES DRIVE AISLES) 1,417 S.F.

SHADING REQUIRED (50%): 708.5 S.F.

PARKING AREA SHADED BY
TREES AND EXISTING CANOPY: 779 S.F.
= 54.9%
TREE SIZE SHOWN AT 15 YEARS MATURITY (OBTAINED

FROM THE RIVERSIDE COUNTY FRIENDLY PLANT LIST),
PER RIVERSIDE COUNTY ORDINANCE 348, SECTION 18.12
REQUIRED % OF PARKING AREA
TO BE SHADED: 50% MINIMUM

SHADING LEGEND
& SUMMARY

ABBR SIZE QTY SCIENTIFIC NAME COMMON NAME
TREES

PLANT LIST
SHRUBS
CER. D.M. 36" BOX 8 CERCIDIUM DESERT MUSEUM DESERT MUSEUM PALO VERDE CHA. HUM. 24" BOX 2 CHAMAEROPS HUMILIS EUROPEAN FAN PALM BOU. T.G. 5 GAL. 39 BOUGAINVILLEA 'TORCH GLOW' TORCH GLOW BOUGAINVILLEA DAS. WHE. 15 GAL. 6 DASYLIRION WHEELERI DESERT SPOON
LAN. N.G. 5 GAL. 26 LANTANA 'NEW GOLD' GOLDEN SPREADING LANTANA LAN. SPR. 5 GAL. 31 LANTANA 'SPREADING SUNSET' SPREADING SUNSET LANTANA TEC. STA. 15 GAL 8 TECOMA STANS YELLOW BELLS
TEC. BOF. 5 GAL. 13 TECOMARIA 'BELLS OF FIRE' BELLS OF FIRE TECOMA CER. D.M. CHA. HUM. BOU. T.G. DAS. WHE.

LAN. N.G. LAN. SPR. TEC. BOF. TEC. STA.

CER. D.M.

CHA. HUM.

BOU. T.G.

DAS. WHE.

LAN. N.G.

LAN. SPR.

TEC. STA.

TEC. BOF.

ROOT BARRIER,
TYPICAL. THIS SYMBOL
( )
WAS. ROB. 12' BTH 2 WASHINGTONIA FILIFERA CALIFORNIA FAN PALM WAS. FIL.

ALL PLANTED LANDSCAPE AREAS SHALL BE
COVERED IN A 2" DEPTH LAYER OF CRUSHED
ROCK SHALL BE 1/2" 'MOJAVE GOLD' SET

OVER 'MIRIFI MSCAPE' LANDSCAPE FABRIC,

TYPICAL

EXISTING UNPLANTED

LANDSCAPE TO REMAIN

EXISTING UNPLANTED

LANDSCAPE TO REMAIN

EXISTING UNPLANTED

LANDSCAPE TO REMAIN

LIMIT OF CRUSHED

ROCK TOP DRESSING

LIMIT OF CRUSHED

ROCK TOP DRESSING

BOULDERS SHALL BE 'DESERT

SAND' BOULDERS BY SOUTHWEST

BOULDER AND STONE

NEW LANDSCAPE AROUND BUILDING
BOUNDED BY 6" CONCRETE CURB,

PER SITE PLAN

TRASH ENCLOSURE PER

ARCHITECT'S PLAN

EXISTING PARKING

CANOPY TO REMAIN

SHADED AREA PROVIDED FOR

SHADING CALCULATIONS,

TYPICAL

SHADED AREA PROVIDED FOR

SHADING CALCULATIONS,

TYPICAL
WAS. FIL.

EXISTING TREES TO

REMAIN, TYPICAL

NEW BLOCK AND WROUGHT

IRON FENCING PER

ARCHITECT'S PLANS

PROPOSED BILLBOARD, BY

SEPARATE PERMIT

EXISTING PALM TO
REMAIN

EXISTING DEAD PALM

TO BE REMOVED

EXISTING BLOCK

WALL TO REMAIN
WUCOLS
L
M
M
M
M
M
M
M
L
Attachment 2
61 Item 3.

TREE PLANTING

NOT TO SCALE

SPACING

SHRUB PLANTING

NOT TO SCALE C
B
NOTE
EQUAL

SPACING

GROUNDCOVER
EQUAL

SPACING

TRIANGULAR SPACING

GROUNDCOVERS & SHRUBS NOT TO SCALE D

SPACING(S) BETWEEN CENTERS OF
PLANTS EQUAL IN ALL DIRECTIONS.

SEE LEGEND FOR CLEARANCE

BETWEEN PLANTS AND ADJACENT
FLATWORK OR PAVING.

PLANT GROUND COVERS TO WITHIN
12" OF SHRUB PLANTING PITS,

AND/OR TO THE EDGE OF DRIFTS OF
PLANTS.

E
2%
*NOTE: ROOT BARRIERS WILL

NOT BE WRAPPED AROUND

THE ROOTBALL
3"

ROOT BARRIER

NOT TO SCALE

ROOT BARRIERS ARE SHOWN ON
THE PLANTING PLAN. CONFIRM
LOCATION W/ LAND. ARCH.

A

1. 3" GRAVEL BACKFILL,
3/4" SIZE, EXTENDING
2-3" BELOW THE

BOTTOM OF ROOT
BARRIER.

2. PLANTED AREA; SLOPE
@ 2% MIN.

3. 24" HIGH DENSITY

POLYETHYLENE

ROOTBARRIER WITH

INTERLOCKING STRIPS

AT JUNCTIONS, PER
SPECS. WITH TOP 1/2"
ABOVE GRADE. ROOT

DEFLECTORS MUST
FACE TOWARDS TREE.

4. ADJACENT CURB

AND/OR PAVING, AS
OCCURS

5. COMPACTED OR
NATURAL BASE.
2 TIMES WIDTH

OF CONTAINER AT

BOTTOM OF PIT

FOR DESERT TREES AND SHRUBS,
PLANTING PITS SHALL BE 2X ROOTBALL
AND BACKFILLED WITH NATIVE SOILS.

1. PLANTING PIT 2 TIMES WIDTH & 1" LESS
THAN CONTAINER DEPTH. BACKFILL TO
BE 1/3 NITROLIZED AMENDMENT, 2/3

EXISTING SOIL, PLUS OTHER

CORRECTIVES SHOWN ON PLANTING
NOTES.

2. SCORE ROOT BALL W/ SHARP TOOL IN 3
PLACES TO 1" DEPTH ALONG SIDES AND

BOTTOM BEFORE PLACING IN THE
PLANTING PIT. APPLY SUPERTHRIVE ™,
SARVON ™,
WITHIN 2 HOURS OF PLANTING PER
NOTES.

3. 4" HIGH WATERING BASIN @ EDGE OF
PLANTING PIT.

4. LODGEPOLE TREE STAKE. DRIVE 2 FT.

MIN. INTO UNDISTURBED SOIL. DO NOT
PENETRATE ROOTBALL. KEEP TOP OF
STAKE BELOW TOP OF CANOPY.

5. TIE W/ CINCH TIE, ARBORTAPE OR
APPROVED EQUAL, TWO TIES MIN. KEEP
LOOSE.

6. TOP OF STAKE TO BE 3" MAX. ABOVE
TOP TREE TIE & 6" BELOW CANOPY.

7. TREE

8. 3" BARK MULCH AROUND TREE

9. TOP OF ROOT BALL TO BE 1" ABOVE
SURROUNDING GRADE.

10. SLOPE @ 1"/ FT.

11. 24" DEEP WATERING TUBE 4"Ø
PERFORATED PIPE WITH 3"Ø GRATE,
LOCATION, UPHILL SIDE.

12. ADJACENT SIDEWALK

13. 21 GM. PLANT TABS PER SPECS. PLACE
IN DIRECT CONTACT W/ ROOT BALL.

1.5 X CONTAINER
DEPTH, FOR 1
GAL. PLANTS 1"

LESS THAN

CONTAINER
DEPTH FOR 5 & 15
GAL. PLANTS.
2X CONTAINER WIDTH AT

BOTTOM OF PIT
3"
MAX.

1. FINISH GRADE.

2. 2" + BERM FOR WATERING
BASIN.

3. TOP OF ROOTBALL 1" ABOVE
SURROUNDING GRADE.

4. SHRUB, PER PLANS.

5. 21 GM. PLANT TABS, PER
SPECS. PLACE IN DIRECT
CONTACT W/ ROOTBALL. 1
PER 1-GAL 2 PER 5-GAL

6. BACKFILL MIX: 1/3
NITROLIZED SHAVINGS, 2/3

NATIVE SOILS, PLUS

CORRECTIVES PER
PLANTING NOTES. APPLY
SUPERTHRIVE ™
WITHIN 2 HOURS OF
PLANTING PER NOTES.

7. NATIVE OR UNDISTURBED
SOILS.

PLANTING NOTES

1. LANDSCAPE CONTRACTOR SHALL RECEIVE THE SITE WITHIN PLUS OR MINUS .10 FEET OF FINISH GRADE.

2. THE PLANTING PLANS ARE DIAGRAMMATIC. MINOR ADJUSTMENTS IN

PLANT LOCATIONS AND TYPE MAY BE MADE AT THE DISCRETION OF THE LANDSCAPE ARCHITECT.

3. CONTRACTOR TO BE ADVISED THAT CERTAIN CULTIVARS OR SPECIES

OF PLANTS FOR THIS PROJECT MAY ONLY BE AVAILABLE THROUGH RETAIL SOURCES (IE.: PATENED MONROVIA SELECTIONS). CONTRACTOR IS

FURTHER ADVISED THAT ALL PLANT MATERIAL FOR THIS PROJECT SHALL BE "PREMIUM" NURSERY STOCK.

4. ALL PLANT MATERIAL SHALL BE SUBJECT TO THE APPROVAL OF THE

LANDSCAPE ARCHITECT AND REPLACED UPON REQUEST BEFORE OR AFTER THE PLANTING.

5. THE LANDSCAPE CONTRACTOR WILL COORDINATE HIS WORK WITH THE OTHER TRADES AND MAINTAIN DRAINAGE DURING CONSTRUCTION.

6. PLANT QUANTITIES AND AREAS SHOWN ON LEGENDS ARE FOR
CONTRACTORS' CONVENIENCE IN ESTIMATING ONLY. CONTRACTOR IS

RESPONSIBLE FOR PROVIDING PLANT MATERIALS TO COVER ALL AREAS AS SHOWN ON PLANS.

7. SLOPE ALL PLANTING AREAS AWAY FROM BUILDING AT 2% MINIMUM FOR 5 FEET MINIMUM, WHERE APPLICABLE.

8. LANDSCAPE ARCHITECT SHALL APPROVE FINAL PLACEMENT OF ALL TREES, SHRUBS, AND VINES PRIOR TO PLANTING.

9. TREE AND SHRUB PITS 5 GALLONS AND SMALLER SHALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND 1-1/2 TIMES CONTAINER DEPTH.

10. TREE AND SHRUB PITS 15 GALLONS AND LARGER SHALL BE TWO TIMES ROOTBALL DIAMETER WIDE AND 1" LESS THAN CONTAINER DEPTH.

11. TREE STAKING SHALL BE DONE ONLY IF ESSENTIAL AND REQUIRED BY THE LANDSCAPE ARCHITECT. TREES THAT CANNOT STAND WITHOUT THE NURSERY STAKE SHALL BE REJECTED. CONTRACTOR SHALL BE

RESPONSIBLE FOR THE TREE'S STABILITY DURING THE LENGTH OF THE GUARANTEE PERIOD. ALL STAKING AND GUYING MATERIALS SHALL BE REMOVED AT THE END OF THE 1-YEAR TREE GUARANTEE PERIOD.

12. DO NOT DAMAGE PLANT ROOTBALL DURING TRANSPORTATION OR PLANTING.

13. CONTRACTOR SHALL USE THE FOLLOWING AMENDMENT SCHEDULE FOR BIDDING PURPOSES ONLY. A SOIL TEST SHALL BE MADE BY

LANDSCAPE ARCHITECT, AND RECOMMENDED AMENDMENTS SHALL BE USED FOR ACTUAL INSTALLATION.
100 LBS. OF GYPSUM PER 1000 SQ. FT.
70 LBS. OF TRI-C (6-2-4 W/ 5% SULFUR) PER 1000 SQ. FT.
6 LBS. OF IRON SULFATE PER 1000 SQ. FT.
25 LBS. OF SOIL SULFUR PER 1000 SQ. FT.
5 CUBIC YARDS OF NITROLIZED ORGANIC AMENDMENT PER 1000 SQ. FT. (SEE NOTE 16)

14. AMENDED SOIL SHALL BE ROTOTILLED TO A DEPTH OF 8".

15. NO IRON SULFATE SHALL COME IN CONTACT WITH ANY MASONRY SURFACE.

16. NITROLIZED ORGANIC AMENDMENT SHALL BE HUMIC COMPOST FROM AGRI-SERVICE, LOAMEX™, OR APPROVED EQUAL.

17. A. PLANTING BACKFILL MIX FOR ALL CONTAINER PLANTS SHALL CONSIST OF 1/3 NITROLIZED ORGANIC AMENDMENT AND 2/3 EXISTING SOIL, PLUS 2-1/2 LBS. OF SOIL SULFUR, 2 LBS. IRON SULFATE PER CU. YD., 4 LBS.

GYPSUM, AND 8 LBS. OF TRI-C (6-2-4 W/ 5% SULFUR) PER CUBIC YARD.

B. ALL PLANTED AREAS SHALL BE WATERED IN THOROUGHLY WITH SARVON™, PER MANUFACTURERS SPECIFICATIONS IN ADVANCE OF PLANTING.

C. ALL PLANTS SHALL BE WATERED THOROUGHLY WITH SUPERTHRIVE™ WITHIN 1 HOUR OF PLANTING.

18. ALL PLANTS 1-GALLON SIZE OR LARGER SHALL RECEIVE AGRIFORM 21-GRAM 20-10-5 FERTILIZER TABLETS AT THE FOLLOWING RATES:

ONE PER 1-GALLON; TWO PER 5-GALLON; FIVE PER 15-GALLON; 12 PER 24" BOXED TREES; 18 PER 36" BOXED TREES (SEE L.A. FOR RATES FOR LARGER STOCK). PLACE TABLETS AT HALF THE DEPTH OF THE PLANTING PIT AND 1" FROM ROOTBALL (BOXED TREES SHALL BE IN 2 LAYERS GOING UP ALONG SIDES OF THE ROOTBALL).

19. ALL PLANTS INSTALLED FROM FLATS SHALL RECEIVE ONE AGRIFORM 5-GRAM 20-10-5 TABLET EACH, AND ALL 4" POTS SHALL RECEIVE TWO 5-GRAM TABLETS EACH, MIXED WITH A HANDFUL OF PREPARED BACKFILL PER NOTE 17.

20. BOUGAINVILLEAS SHALL BE PLANTED WITH INTACT ROOTBALLS. NO BROKEN ROOTBALLS WILL BE ACCEPTED.

21. ALL PLANTS EXCEPT BOUGAINVILLEAS PLANTED FROM CONTAINERS

SHALL HAVE THEIR ROOTBALLS SCORED WITH A SHARP TOOL TO A DEPTH OF 1" IN THREE LONGITUDINAL INCISIONS AT LOCATIONS SPACED AROUND THE ROOTBALL BEFORE PLACING PLANT IN PLANTING HOLE.

22. ALL TYING MATERIALS AND MARKING TAPES SHALL BE REMOVED AT THE TIME OF PLANTING.

23. STAKES SHALL BE REMOVED FROM VINES AND VINES SHALL BE PROVIDED WITH AN APPROVED MEANS OF SUPPORT.

24. ALL SHRUB PLANTING AREAS SHALL BE COVERED WITH A 3" DEEP LAYER OF SHREDDED FIR BARK, OR APPROVED EQUAL. ALL BARK TO BE NITROLIZED WITH 5% NITROGEN. WHEN GRAVEL OR COBBLE

GROUNDCOVER IS USED, A LANDSCAPE FILTER FABRIC MUST BE
INSTALLED, WITH AN OVERLAP OD 12" MIN. BETWEEN ROLLS AND FASTENED WITH STAPLES FLUSH TO THE FABRIC TO PREVENT MOVEMENT.

25. IF THE SOIL TEST PREVIOUSLY MENTIONED SHOWS THAT
PERMEABILITY RATES ARE LESS THAN .5" PER HOUR, LANDSCAPE ARCHITECT MAY REQUIRE A TREE DRAIN SYSTEM.

26. A LANDSCAPE MAINTENANCE PERIOD OF 90 DAYS SHALL BE
CONSIDERED PART OF THIS CONTRACT. REFER TO THE PROJECT
SPECIFICATIONS FOR DETAILS..

THE CONTRACTOR SHALL ENSURE THAT ALL PLANTS RECEIVE SUPERTHRIVE VITAMIN SOLUTION AT

TIME OF INSTALLATION

A SOIL TEST SHALL BE MADE BY LANDSCAPE CONTRACTOR PRIOR TO THE BEGINNING OF WORK AND THE RECOMMENDATIONS MUST BE USED FOR INSTALLATION.

AN IRRIGATION AUDIT REPORT MAY BE REQUIRED BY THE CITY PRIOR TO CERTIFICATE OF OCCUPANCY.

IF A CERTIFICATE OF COMPLETION IS REQUIRED BY THE CITY, PLEASE NOTIFY LANDSCAPE ARCHITECT 48 HOURS BEFORE INSPECTION.
45800 DILLON RD
COACHELLA CA 92236

CAKE HOUSE

COACHELLA
ALL IDEAS, DESIGN ARRANGEMENTS AND PLANS INDICATED OR REPRESENTED BY THIS DRAWING ARE OWNED BY AND THE PROPERTY OF SOTELO LANDSCAPE ARCHITECTS AND WERE CREATED, EVOLVED AND DEVELOPED FOR THE USE ON, AND IN CONNECTION WITH, THE SPECIFIED PROJECT, NONE OF SUCH IDEAS, DESIGNS, ARRANGEMENTS OR PLANS SHALL BE USED BY OR DISCLOSED TO ANY PERSON, FIRM OR CORPORATION FOR ANY PURPOSE WHATSOEVER WITHOUT THE WRITTEN PERMISSION OF SOTELO LANDSCAPE ARCHITECTS.

SUBMITTAL 05.14.24
SHEET
2643 4th Avenue
San Diego CA 92103
Phone 619.544.1977
[email protected]
www.asotelo.com
Renewal Date
Issue Date

12.31.25 05.14.24
L
CI E
NSED

L A NDS C A PE A RCHI T
E
C
T
A NGELINA SOTELO #5254

S T A T E OF C A L IFOR NIA
1/3 OF BOULDER HEIGHT
BOULDERS, TYPICAL.

SIZE PER PLAN

BOULDERS

NOT TO SCALE

PLANTING

NOTES &

DETAILS
L2.1
x
x
x x x x x x x x x x
x x x x x x x x x x x x x
x
x
x x x x x x x x

VISTA DEL NORT
D
E
I L
O N
ROA D
N45°06'07"E - 114.38' (N44º29'28"E)
S 45°06'09"E - 342.70'
N 87°56'39"W 268.23'
N 77°26'18"W - 161.63'
N27°09'10"E - 130.81'
(N27º09'10"E)
(E) BUILDING TO BE REMODELED
1854 SF 8%
PL
PL
PL

NO PARKING
E
50'-0" CVWD EASEMENT 50'-0" CVWD EASEMENT
E
MAXIMUM ALLOWABLE WATER ALLOWANCE (MAWA):
= 55.44
ESTIMATED TOTAL WATER USE (ETWU):

LOW WATER USE SHRUBS WITH DRIP IRRIGATION

54.02 ETWU = 55.44 < MAWA = 54.02

MODERATE WATER USE SHRUBS WITH DRIP IRRIGATION

MODERATE WATER USE TREES WITH BUBBLER IRRIGATION
C C
(ETo) x (0.62) x [(0.45) x LA] / 748
(76 x (0.62) x [(0.45) x 1,956] / 748
(ETo) x (0.62) x [(PF x HA)/IE] / 748
(76) x (0.62) x [(0.1 x 72)/0.9] / 748 = 0.50
HYDROZONE 1
HYDROZONE 3
(76) x (0.62) x [(0.4 x 1,404)/0.9] / 748 = 39.30
HYDROZONE 2
(76) x (0.62) x [(0.4 x 480)/0.85] / 748 = 14.22
**
**
*
HYDROZONE 1 LOW WATER

USE SHRUBS WITH DRIP

IRRIGATION
HYDROZONE 2 MODERATE

WATER USE SHRUBS WITH

DRIP IRRIGATION
*
*
*
*
*
*
*
HYDROZONE 3 MODERATE

WATER USE TREES WITH

BUBBLER IRRIGATION
*

HYDROZONE MAP
Attachment 2
62 Item 3.

Attachment 2
63 Item 3.

VAULT
OFFICE

ADA RESTROOM BREAK ROOM
WH
01 Attachment 2
64 Item 3.

VAULT
OFFICE

ADA RESTROOM BREAK ROOM
Attachment 2
65 Item 3.

LAV
(1)
3"(5)
2"(1)
2" (4)
WCO
W.C.
(4)
SINK
(2)
2" (2)
2"(2)
Ex'g 4" (7)
4"
2"VTR
CO (Ex'g)
Ex'g 4" 0)
2"(1)
2" (7)
3" (4)
Attachment 2
66 Item 3.

Attachment 3
67 Item 3.

Attachment 3
68 Item 3.

Attachment 3
69 Item 3.

Attachment 3
70 Item 3.

Attachment 3
71 Item 3.

Office of the County Fire Marshal (East)
77-933 Las Montañas Rd., Ste. #201, Palm Desert, CA 92211-4131 Phone (760) 863-8886 Fax (760) 863-7072
www.rvcfire.org
Proudly serving the
unincorporated areas
of riverside county
and the cities of:

Banning
Beaumont
Coachella
Desert Hot Springs
Eastvale
Indian Wells
Indio
Jurupa Valley
Lake Elsinore
La Quinta
Menifee
Moreno Valley
Norco
Palm Desert
Perris
Rancho Mirage
Rubidoux CSD
San Jacinto
Temecula
Wildomar

BOARD OF
SUPERVISORS:

Kevin Jeffries
District 1
Karen speigel
District 2

CHARLES WASHINGTON
District 3
V. MANUEL PEREZ
District 4
Yxstian Gutierrez
District 5
Planning Case Conditions
Date: 2/5/2024
City Case Number: CUP 374 / AR 23-16
Project Name: Roots Cafe – “The Cake House”
Planner: Anahi Fernandez
Reviewed By: SFM Kohl Hetrick
Fire Department Permit Number: FPCUP2400001
It is the responsibility of the recipient of these Fire Department conditions to forward them to all interested parties. The permit number (as it is noted above) is required on all correspondence.

Additional information is available at our website: www.rvcfire.org Questions should be directed to the Riverside County Fire Department, Office of the Fire Marshal at 77933 Las Montañas Suite 201, Palm Desert, CA 92211 (760) 863-8886.

With respect to the planning conditions for the referenced project, the fire department requires the following fire protection measures be provided in accordance with Riverside County Ordinances, the current edition of California Fire Code (CFC) as adopted and amended by the County of Riverside and/or recognized fire protection standards.

These conditions are preliminary and further review will be conducted upon receipt of additional entitlement and/or construction submittals. Additional requirements may be required based upon the adopted codes at the time of submittal.

1. Fire Protection Water Supplies/Fire Flow - Minimum fire flow for the construction of all buildings is required per CFC Appendix B. Prior to building permit issuance for new construction, the applicant shall provide documentation to show a (existing/proposed) water system capable of delivering the required fire flow. Specific design features may increase or decrease the required fire flow.
a. Will Serve Letters from the responsible water purveyor are required prior to a map recordation.

2. Fire Protection Water Supplies/Hydrants - The minimum number of fire hydrants required, as well as the location and spacing of fire hydrants, shall comply with CFC Appendix C and NFPA 24. Fire hydrants shall be located no more than 400 feet from all portions of the exterior of the building along an approved route on a fire apparatus access road, unless otherwise approved Attachment 3
72 Item 3.

Riverside County Fire Department – Office of the County Fire Marshal Planning Case Conditions - Page 2
by the Fire Department. Where new water mains are extended along streets where hydrants are not needed for protection of structures, standard fire hydrants shall be provided at spacing not to exceed 1000 feet along streets for transportation hazards. Fire hydrants shall be at least 40 feet from the building it is serving. A fire hydrant shall be located within 20 to 100 feet of the fire department connection for buildings protected with a fire sprinkler system. The size and number of outlets required for the approved fire hydrants are 4” x 2 ½” x 2 ½” (super hydrant). Reference CFC as amended and NFPA 24.

3. Fire Department Access - Fire apparatus access roads shall be provided to within 150 feet of all exterior portions of buildings, unless otherwise approved by the Fire Department. Fire apparatus access roads shall have an unobstructed width of not less than 24 feet. Dead-end fire apparatus access roads in excess of 150 feet shall be provided with an approved turn around. The minimum required turning radius of a fire apparatus access road is 38 feet outside radius and 14 feet inside radius. The construction of the fire apparatus access roads shall be all weather and capable of sustaining 75,000 lbs. Unless otherwise approved, the grade of a fire apparatus access road shall not exceed 16 percent and the cross slope shall not exceed 2.5 percent. The angles of approach and departure for fire apparatus access roads shall be a maximum of 6 percent grade change for 25 feet of approach/departure. Reference CFC as amended and Riverside County Fire Department Policies and Standards. a. Fire Lane marking: Identification and marking of fire lanes, including curb details and signage shall be in compliance with Riverside County Fire Department Standards.

4. Fire Department Access Turn Around - Dead-end fire apparatus access roads in excess of 150 feet in length shall be provided with a bulb turnaround at the terminus measuring a minimum of 38 feet outside radius and 14 feet inside radius. Parallel parking around the perimeter of the bulb is acceptable provided the bulb outside turning radius is increased by 8 feet. In-lieu of a bulb, a hammer-head type turnaround is acceptable where the top of the “T” dimension is 120 feet with the stem in the center. Additional turnaround designs may be acceptable as approved by the Fire Department. Reference CFC as amended and Riverside County Fire Department Policies and Standards.

5. Fire Department Building Construction Plan Review - Submittal of construction plans to the Fire Department will be required. Final fire and life safety conditions will be addressed when the Fire Department reviews the plans. These conditions will be based on California Fire Code, California Building Code (CBC), and related codes/standards adopted at the time of construction plan submittal. Reference CFC as amended.

6. Fire Sprinkler System - All new commercial buildings and structures 3,600 square feet or larger will be required to install a fire sprinkler system.

Attachment 3
73 Item 3.

Riverside County Fire Department – Office of the County Fire Marshal Planning Case Conditions - Page 3
Reference CFC as amended. *The existing structure would not require retroactive installation as currently proposed.

7. Cannabis Facilities - Deferred submittals shall be required for Carbon Dioxide Gas Enrichments Systems and Plant Processing/Extraction Systems.

Reference CFC as amended and Riverside County Fire Department Policies and Standards.

8. Traffic Calming Devices - Requests for installation of traffic calming designs/devices on fire apparatus access roads shall be submitted for evaluation purposes, resulting in denial or approval by the Fire Code Official.

Reference CFC as amended.

9. Gate Access - All electronically operated gates shall be provided with Knox key switches and automatic sensors for access. These gates shall be provided with access to gate equipment or another method to open the gate if there is a power failure. (Manual gates shall not be locked unless a Knox padlock or Knox Box containing the key to the lock is installed in an approved location on the approach side of the gate). A pedestrian gate, if used to provide access, shall be a minimum 3 feet wide and provided with a Knox Box/Padlock if locked. Reference CFC as amended.

10. UST Remediation – Environmental Health - Provide documentation of the remediation of any existing or previous Underground Storage Tanks utilized for the prior use of the fueling and service center. Riverside County Environmental Health shall be contacted and any requests or conditions for compliance shall be satisfied.

These conditions are preliminary and further review will occur upon receipt of construction plans.

Additional requirements may be required based upon the adopted codes at the time of submittal.

Should you have any questions, or if some items are unclear, please phone our office at 760-863-8886 and speak with Supervising Fire Marshal Kohl Hetrick to assist you with these conditions.

Kohl Hetrick
Supervising Fire Marshal / Office of the County Fire Marshal Riverside County Fire Department
Attachment 3
74 Item 3.

STAFF REPORT
7/3/2024
TO: Planning Commission
FROM: Gabriel Perez, Development Services Director
SUBJECT: Sun Community Credit Union
SPECIFICS: Conditional Use Permit (CUP) No. 381, Architectural Review (AR) 24-07 to a 4,130 sq. ft. single story credit union branch with 24 parking stalls and 2 freestanding drive-up ATMs on a 1.97-acre site located at the Northeast corner of Cesar Chavez Street and Valley Road. (APN 778-242-026). Applicant:

LaMacchia Group, LLC
STAFF RECOMMENDATION:

The applicant request that the Planning Commission approve Resolution No. PC2024-13 approving Conditional Use Permit No. 381 and Architectural Review No. 24-07 a 4,130 sq. ft. single story credit union branch with 24 parking stalls and 2 freestanding drive-up ATMs on a

1.97-acre site located at the Northeast corner of Cesar Chavez Street and Valley Road with the findings and conditions as recommended by Staff.

BACKGROUND:

The subject site consists of 1.97 acres of vacant commercial property consisting of two parcels on the Cesar Chavez Street Corridor and appears to have been vacant in all historical aerial photographs dating from 1939. In February 2011 the City prepared a report entitled “Improving Neighborhood Connections Along Coachella’s Harrison Street Corridor” (Corridor Plan) developed through a grant with Caltrans to make the Corridor safer for communities on both sides of the Street and envisions development patterns that foster a safer experience for pedestrians including new development
characterized by buildings framing the Corridor rather than parking lots which was the previous development pattern.

Cesar Chavez Street was once Harrison Street and previous to that it was the State Highway 86 and served a major highway through the Coachella Valley to the Salton Sea. The corridor no longer serves this purpose with the construction of the Expressway 75 Item 4.

86. The Coachella General Plan recognizes this plan and a policy of the Harrison Street Corridor Sub-area requires new development to follow the vision and design direction of the report.

Sun Community Credit Union (Sun Community) intends to establish a branch at this location. Sun Community was founded in 1954 with right branches in Brawley, Calexico, Calipatria, El Centro, Holtville, Imperial, Indio, Palm Springs.

Figure 1: Improving Neighborhood Connections Along Coachella’s Harrison Street Corridor exhibits relevant to subject site.
76 Item 4.

DISCUSSION/ANALYSIS
The surrounding land uses and zoning designations are as follows:

North: Family Dollar, (C-N, Neighborhood Commercial).

South: Vacant (C-N, Neighborhood Commercial).

East: Residential neighborhood (S-N, Suburban Neighborhood).

West: Cesar Chavez Street and (C-N, Neighborhood Commercial).

Site Plan
The applicant proposes construction of a 4,130 sq. ft. single-story Sun Community Credit Union commercial building. The proposed building orientation is largely consistent with the Corridor Plan with the building framing the corridor and parking placed at the rear of the site, which promotes the Plan’s vision of a walkable environment with a well-designed public realm. The Corridor Plan identifies possibilities for multi-tenant building uses occupying the entire site frontage, buildings with entrances facing Cesar Chavez Street and a sidewalk up to 9 feet in width.

The applicant does not propose the building setback from the sidewalk by 14 ft, a 6 ft wide sidewalk and building entrance at the building elevation fronting Valley Road. The applicant proposes to remove the existing sidewalk along the Cesar Chavez Street frontage and construct a new sidewalk separated from the street by a 13-foot-wide landscape parkway, which provides an opportunity for a safer pedestrian experience with opportunities for shading from trees from landscaping areas on both sides of the sidewalk.

There are two, 24 ft wide entry driveways, one to be constructed on both sides of the north property line of the subject site southern parcel at Cesar Chavez Street and the other at Valley Road. The Cesar Chavez Street driveway will facilitate shared access for any development proposed for the northerly parcel. A drive thru ATM is proposed with a one-way stacking lane that accommodates up to 6 queuing vehicles. On-site storm water retention is proposed with underground stormwater retention chambers beneath existing driveways. Twenty-four (24) parking stalls are proposed including two A.D.A. stalls where 16 parking stalls are required by the Coachella Municipal Code (C.M.C.), thereby the project has an 8-parking stall surplus. Staff has communicated to the applicant that additional building area at the site would supported for multi-tenant development due to the existing parking surplus that would enable an additional 2,000 sq. ft. of commercial space. A trash enclosure is proposed at the northeast corner of the site and a block wall is proposed at the rear of the property.

The applicant proposes an approximately 2,305 sq. ft. plaza area at the entrance to the building with seating, landscape planters and a proposed stone water feature anticipated to be an art in public places piece. The proposed art piece will require a separate detailed submittal for approval by the Coachella Cultural and Arts Commission. An outdoor walk up ATM is proposed at the western elevation of the building.
77 Item 4.

Figure 2: Site Plan
Figure 3: Renderings at the Corner of Cesar Chavez Street and Valley Road 78 Item 4.

Figure 4: Cesar Chavez Street (Westerly) Elevation
Figure 5: East Elevations
Figure 6: North Elevation
Bagdad Avenue Frontage
Tripoli Way Frontage
79 Item 4.

Figure 7: South Elevation
Architectural Design
The applicant proposes a modern architectural theme characterized by clean horizontal lines and large expanses of windows. The Cesar Chavez Street has a well-articulated design with pronounced Sun Control Louver element extending from westerly and southerly elevations to accommodate passive solar design consistent with General Plan policies for energy efficiency.

Exterior walls consist of a combination of stucco (“white”), thin-set masonry veneer (“earth tone”), and pecan colored fiber cement siding (“brown”). A metal roof screen is proposed around the proposed rooftop equipment. Staff is supportive of the design as it integrates with the architectural design and colors of the building.

Sign Program
Signs programs are required for projects that propose an identification sign such as a monument sign and requires approval by the Planning Commission. The Planning Commission review of the sign programs includes, but not limited to, sign placement, color, architectural integrity, construction material, legibility, size and scale, and illumination. The applicant may have a total sign area not to exceed 2 sq. ft. for every linear foot of building frontage on any one side of the business. The applicant has 90 linear feet of building frontage facing Cesar Chavez Street and is therefore permitted to have 180 sq. ft. of total sign area. The applicant proposes channel lettering for wall signs but does not provide a detail of how the sign is illuminated. Condition of approval 11 has been added requiring that the wall signs be illuminated as halo-lit signs. The applicant proposes one monument sign at a height of 4 ft 6 inches near the corner of Cesar Chavez Street and Valley Road.

Landscape Design
The plant palette shows a variety of trees including “Willow Acacia”, “Chilean Mesquite,” “Moon Lagoon Eucalyptus,” “Fruitless Olive,” “Palo Verde,” and “California Fan Palm.” The project is conditioned to modify the landscape plan to substitute California Fan Palm with Date Palm, substitute Palo Verde with another drought tolerant shade tree and integrate shade trees to the Cesar Chavez Street landscape parkway. Shrubs and succulents include “Yellow Oleander”, 80 Item 4.
“Coral Fountain”, “Sticks on Fire”, “Whales Tongue Agave.” Decomposed granite and Mexican Beach pebbles are proposed as groundcover.

CONSISTENCY WITH THE GENERAL PLAN
The proposed project is within the Neighborhood Center land use designation of the General Plan 2035 Land Use and Community Character Element. The Neighborhood Center designation is intended to create a concentration of commercial businesses and civic amenities—often mixed with multi-family housing—within convenient walking or biking distance of nearby neighborhoods. The project is consistent with the policies of the Land Use and Community Character's Sub-Area #4 policies, which recognizes the Cesar Chavez Street Corridor will become a pedestrian-oriented mixed-use corridor with a diverse mix of retail, commercial and residential uses. New development will be more urban in design with buildings that frame the street and parking located back of the buildings. While transformed over time, the corridor will continue to serve as a major thoroughfare and a major retail street for the City, focusing on goods and services that meet the daily needs of residents.

CONSISTENCY WITH ZONING
The subject site is zoned C-N (Neighborhood Commercial) zone, which allows for local service businesses primarily intended to serve the immediate neighborhood as a permitted use. A conditional use permit is required for the proposed drive through ATM. The project complies with the development standards of the C-N zone and C.M.C. as outlined in table 1 below.

Table 1 – Development Standards
Zoning Ordinance/ Pueblo
Viejo Revitalization Plan
Proposed Complies
with Code
Parking
(Minimum)
Zoning -
Retail: 1 parking space for each
250 sq. ft. of gross floor area.
-On-Site Parking 24 spaces Yes. 16
parking
spaces are
required.

There is a
surplus of 8
parking
spaces.

Lot
Requirements
Zoning - Minimum Lot width
50’
Lot width exceeds 50’ Yes
Height
(maximum)
Zoning - 50’ maximum 19’ Yes
Landscaping Zoning
 Parking area or driveway
abutting a street requires a
10’ setback fully landscaped.
 All areas exceed 10’ fully
landscaped setback
 Internal landscaping %
not identified but
Yes
81 Item 4.
 Internal landscaping equal to
a minimum of 5% of the
parking and driveway area.
 One 15 gallon tree for every
10 parking spaces.
 All landscape planter beds in
interior parking areas shall
be not less than 5’ in width
required by condition of
approval.
 One 15-gallon tree for
every 10 spaces.
 The rear property line
planter to the rear of
Panda Express is 5’.

Signs Zoning
 180 sq. ft. total allowable
wall signage
 Main sign 50 sq. max
 6’ high monument sign and
not exceed 32’ in sign area.
 130 sq. ft. sign area
total provided
 Main sign is 37 sq. ft in
area
 Monument sign 4’6” in
height and 27 sq. ft. in
area
Yes

ENVIRONMENTAL IMPACT CONSIDERATION
The City of Coachella has determined that the proposed project is exempt from the California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15332 as an infill development because the project involves development on a site under five acres where the parcel complies with General Plan policies and zoning regulations, and where the project site has no value as habitat for endangered, rare or threatened species, and where the site can be adequately served by all required utilities and public services, and the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The subject site is surrounded on all sides by urban uses and has no suitable habitat for endangered species. There are existing utilities and public services available to serve the site. As proposed, the project will comply with General Plan policies and zoning code regulations and the project does not result in any significant traffic, air quality, or water quality impacts. As such, no additional environmental review is required.

ALTERNATIVES:
1) Adopt Resolution No. PC 2024-13 approving of CUP No. 381 and Architectural Review No. 24-07 with the findings and conditions as recommended by Staff. 2) Adopt Resolution No. PC 2024-13 approving of CUP No. 381 and Architectural Review No. 24-07 with the findings and conditions as recommended by Staff, as modified by the Planning Commission.
2) Deny the proposed project.
3) Continue this item and provide staff and the applicant with direction.

RECOMMENDED ALTERNATIVE(S):

Staff recommends alternative #1.
82 Item 4.

Attachments:

1. PC Resolution No. 2024-13 for CUP No. 381 and AR No. 24-07 Exhibit A – Conditions for Approval for CUP No. 381 AR No. 24-07 Exhibit B - Development Plan Set (Site Plan, Floor Plan, Elevations, Landscape Plan, Sign Program)

2. Correspondence from IID and Riverside County Fire

3. Harrison Street Corridor Plan excerpts

4. Existing Conditions Photos
83 Item 4.

RESOLUTION NO. PC2024-13

A RESOLUTION OF THE CITY OF COACHELLA PLANNING

COMMISSION RECOMMENDING APPROVAL OF CONDITIONAL USE
PERMIT 381 AND ARCHITECTURAL REVIEW 24-07, APPROVING

DEVELOPMENT PLANS AND SIGN PROGRAM FOR THE SUN
COMMUNITY CREDIT UNION DEVELOPMENT CONSITING OF 4,130
SQ. FT. CREDIT UNION BRANCH BUILDING AND 2 FREESTANDING DRIVE-UP ATMS ON A 1.97 ACRE SITE AT THE NORTHEAST CORNER OF CESAR CHAVEZ STREET AND VALLEY ROAD. (APN 778-242-025 AND 778-242-026) LAMACCHIA GROUP, LLC (APPLICANT).

WHEREAS LaMacchia Group, LLC filed an application for Conditional Use Permit (CUP) No. 381 and Architectural Review (AR) No. 24-07 to allow the construction of 4,130 sq. ft. credit union branch building at the northeast corner of Cesar Chavez Street and Valley Road (APN 778-242-025 and 778-242-026); and,
WHEREAS on July 3, 2024, the Planning Commission of the City of Coachella held a duly noticed public hearing on the subject application, considered written and oral comments, and facts and evidence presented by the applicant, City staff, and other interested parties; and WHEREAS the proposed use is necessary or desirable for the development of the community, is consistent with the objectives of the City’s General Plan, and is not detrimental to the existing uses or the uses specifically permitted in the zone in which the proposed use is to be located; and,
WHEREAS the proposed site is adequate in size and shape to accommodate the proposed development; and,
WHEREAS, the Planning Division completed an initial environmental assessment of the above matter and in accordance with the California Environmental Quality Act (CEQA) recommends the Planning Commission determine the project is exempt from the California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15332 as an infill development because the project involves development on a site under five acres where the parcel complies with General Plan policies and zoning regulations, and where the project site has no value as habitat for endangered, rare or threatened species, and where the site can be adequately served by all required utilities and public services, and the project will not result in any significant effects relating to traffic, noise, air quality, or water quality.

WHEREAS the conditions as stipulated by the City are necessary to protect the public health, safety and welfare of the community.

NOW, THEREFORE, BE IT RESOLVED, that the Planning Commission of the City of Coachella, California hereby resolve as follows:

Section 1. Incorporation of Recitals
The Planning Commission hereby finds that all of the facts in the Recitals are true and correct Attachment 2
84 Item 4.

Resolution PC2022-10

Page 2 ends

and are incorporated and adopted as findings of the Planning Commission as fully set forth in this resolution.

Section 2. CEQA Findings
Based upon its review of the entire record, including the Staff Report, any public comments or testimony presented to the Planning Commission, and the facts outlined below, the Planning Commission hereby finds and determines that the proposed project is exempt from the California Environmental Quality Act (CEQA), pursuant to CEQA Guidelines Section 15332 as an infill development because the project involves development on a site under five acres where the parcel complies with General Plan policies and zoning regulations, and where the project site has no value as habitat for endangered, rare or threatened species, and where the site can be adequately served by all required utilities and public services, and the project will not result in any significant effects relating to traffic, noise, air quality, or water quality. The subject site is surrounded on all sides by urban uses and has no suitable habitat for endangered species. There are existing utilities and public services available to serve the site. As proposed, the project will comply with General Plan policies and zoning code regulations and the project does not result in any significant traffic, air quality, or water quality impacts. As such, no additional environmental review is required.

Section 3. Conditional Use Permit and Architectural Review Findings With respect to Conditional Use Permit (CUP) 381 and Architectural Review 24-07, the Planning Commission finds as follows for the proposed commercial development project:

1. The Conditional Use Permit and Architectural Review is consistent with the goals, objectives, policies, and implementation measures of the Coachella General Plan 2035. The proposed project is within the Neighborhood Center land use designation of the General Plan 2035 Land Use and Community Character Element. The Neighborhood Center designation is intended to create a concentration of commercial businesses and civic amenities—often mixed with multi-family housing—within convenient walking or biking distance of nearby neighborhoods. The project is consistent with the policies of the Land Use and Community Character's Sub-Area #4 policies, which recognizes the Cesar Chavez Street Corridor will become a pedestrian-oriented mixed-use corridor with a diverse mix of retail, commercial and residential uses. New development will be more urban in design with buildings that frame the street and parking located back of the buildings. While transformed over time, the corridor will continue to serve as a major thoroughfare and a major retail street for the City, focusing on goods and services that meet the daily needs of residents.

2. The proposed uses will be located, designed, constructed, operated and maintained so as to be compatible with the existing or intended character of the general vicinity and shall not change the essential character of the same area. The subject site is zoned C-N (Neighborhood Commercial) zone, which allows for local service businesses primarily intended to serve the immediate neighborhood as a permitted use. A conditional use permit is required for the proposed drive through ATM.

3. Consideration is given to harmony in scale, bulk, coverage and density, to the availability of public facilities and utilities, to harmful effect, if any, upon desirable neighborhood character, to the generation of traffic and the capacity of surrounding streets, and to any 85 Item 4.

Resolution No. PC2024-13

Page 3 ends

other relevant impact of the development. The proposed project is in compliance with the applicable development standards for the C-N (Neighborhood Commercial) Zoning District of the City's Zoning Code. The proposed development consists of a 4,130 sq. ft. credit union branch building. The proposed uses will be compatible with existing adjacent uses that include single family residential and commercial uses within the immediate vicinity.

4. The Project will be compatible with neighboring properties with respect to land development patterns. The proposed development would develop according to the development standards of the C-N Zone at a scale, massing, and aesthetic appeal at a higher quality than neighboring commercial properties as the project would more closely align with the Harrison Corridor Plan. The project would promote a well-designed pedestrian realm that includes shade and a safe pedestrian environment for pedestrians.

5. The proposed use will include two new vehicular approaches to the property designed to improve off-site and on-site vehicular circulation for existing traffic on surrounding public streets or roads. Evidence of this is reflected in the provided site plan design. The new proposed drive aisles and internal circulation have been reviewed and approved by the Fire Department and the Engineering Department.

Section 5. Planning Commission Approval
Based on the foregoing recitals and findings above, and the written and oral comments, facts and evidence presented, the City of Coachella Planning Commission hereby recommends to the City Council approval Conditional Use Permit (CUP 381), and Architectural Review 24-07 for the Sun Community Credit Union Project development and subject to the Conditions of Approval as set forth in “Exhibit A” and development plan set in “Exhibit B.” PASSED APPROVED and ADOPTED this 3
rd day of July 2024.
___________________________________
Jason Hernandez, Chairperson
Coachella Planning Commission
ATTEST:
_________________________________
Gabriel Perez
Planning Commission Secretary
APPROVED AS TO FORM:
___________________________________
Carlos Campos
City Attorney
86 Item 4.

I HEREBY CERTIFY that the foregoing Resolution No. PC2024-13, was duly adopted at a regular meeting of the Planning Commission of the City of Coachella, California, held on the 3
rd day of July 2024, by the following roll call vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
___________________________________
Gabriel Perez
Planning Commission Secretary
87 Item 4.

Resolution No. PC 2024-13 EXHIBIT A
Exhibit A - Resolution No. PC2024-13

CONDITIONS OF APPROVAL
CONDITIONAL USE PERMIT NO. 381, ARCHITECTURAL REVIEW NO. 24-07

SUN COMMUNITY CREDIT UNION
General Conditions

1. Conditional Use Permit No. 381 and Architectural Review 24-07 shall be valid for 12 months from the effective date of said Planning Commission approvals unless the applicant requests an extension of time and granted by the Planning Commission. The conditional use permit shall expire and shall become void one year following the date on which the conditional use became effective, unless prior to the expiration of one year a building permit is issued and construction is commenced and diligently pursued toward completion, or a certificate of occupancy is issued.

2. The applicant shall defend, indemnify and hold harmless the City of Coachella, its officials, officers, employees, and agents from and against any claim, action, or proceeding against the City, its officials, officers, employees or agents to attack, set aside, void or annul any project approval or condition of approval of the city concerning this project, including but not limited to any approval or condition of approval or mitigation measure imposed by the City Council or Planning Commission. The City shall promptly notify the applicant of any claim, action, or proceeding concerning the project and the City shall cooperate fully in the defense of the matter. The City reserves the right, at its own option, to choose its own attorney to represent the City, its officials, officers, employees and agents in the defense of the City Attorney, within five days of the effective date of this approval.

3. Within five business days of project approval, the applicant shall submit to the Planning Division a check made payable to the County of Riverside in the amount of $50 for filing the CEQA Notice.

4. All plans, as shown, are considered “conceptual,” subject to revisions as called out by the conditions of this resolution. The plans shall not be stamp-approved until all conditions requesting revisions have been satisfied during the building plan check process. Any substantial changes to the plans, including changes shown on future building permit plans deemed by Staff to not be within substantial conformance with this approval, will require an amendment to the approval of the conditional use permit or architectural review.

5. All plan submittals are the responsibility of the developer; this includes plan submittals to the City of Coachella, the Riverside County Fire Department or to other agencies for whom plan review and approval is required.

6. The working drawings shall include within the first four pages a list of all conditions of approval included in this resolution.
88 Item 4.

Resolution No. PC 2024-13 EXHIBIT A

7. All plans, as shown, are considered "conceptual," subject to revisions as called out by the conditions of this resolution. The plans shall not be stamp-approved until all conditions requesting revisions have been satisfied during the building plan check process. Any substantial changes to the plans, including changes shown on future building permit plans deemed by Staff to not be within substantial conformance with this approval, will require an amendment to the approval of Architectural Review No. 24-07, including architectural features, materials, and site layout.

8. Applicant shall work with City on a potential location for the City’s Art in Public Places program that may include decorative, ornamental or architectural elements commissioned from an artist as an integral aspect of the project structure or site.

9. The applicant shall allow for shared access for the northerly proposed driveway at Cesar Chavez Street for future development proposed for the northerly parcel. The shared access shall be verified with the City Engineer prior to issuance of grading permits.

10. Lighting bollard shall be of a high quality construction type resistant to vandalism.

11. The sign program shall be revised to reflect logo sign at the westerly elevation. All wall and monument signs shall consist of halo-lit signs. A full construction detail of signage shall be included in the revised sign program for approval by the Development Services Director.

12. No roof mounted equipment or features after certificate of occupancy is issue may be added to the building without obtaining approval from the Development Services Department.

13. A design of the trash enclosure shall be consistent with the building architecture for approval by the Development services Director.

14. The appearance of the proposed roof screen RS-1 shall be consistency in appearance and color as the fiber cement siding (FC-1).

15. At the South and Westerly side of the northlerly property, install a barrier consisting of wood posts spaced at a minimum 15’ connected by metal cable to deter dumping.

Architectural Design, Character and Massing

16. A lighting and photometric plan shall be provided during plan check. Parking lot lighting shall be provided at all times of the night and additional lighting may be required by the Development Services Director if necessary to ensure safety of patrons at the walk-up or drive up ATM.
89 Item 4.

Resolution No. PC 2024-13 EXHIBIT A

17. All roof-top equipment must be architecturally screened from public view by screening materials of the same nature as the building's basic materials. Mechanical equipment generally shall be located below the parapet walls of the building. Please provide cross sections showing the line of site from street elevation, height of parapets, and height of rooftop mechanical equipment.

Public Realm/Streetscape

18. Incorporate pavers or alternative decorative paving at vehicle entrances at Cesar Chavez Street.

General - Engineering
PRIOR TO APPROVAL OF ENGINEERING PLANS or ISSUANCE OF
ENGINEERING PERMITS:

GENERAL:

19. A focused Traffic Analysis (TA) shall be prepared for the project by an appropriately licensed professional engineer. Prior to the preparation of the TA, the engineer shall submit a scoping letter for the TA for the City Engineer’s approval. The TA shall include but not limited to identification of trip generation, traffic distribution and impact on existing transportation facilities and at time of General Plan build-out, all relevant, ingress and egress movements, lines of sight, queuing analysis, and alignment studies (preliminary signing and striping plan).

Applicant shall obtain approval of site access and circulation from the Fire Marshall.

20. A preliminary soils report shall be prepared for the project by an appropriately licensed professional engineer. At a minimum, the soils report shall provide specific analyses and recommendations for grading, pavement structural sections, and infiltration.

21. A comprehensive drainage report, prepared by California Registered Civil Engineer, shall be submitted for review and approval by the City Engineer prior to issuance of any permits. The report shall contain pre- and post-development hydrology maps showing on-site and off-site tributary drainage areas and shall be prepared in accordance with the requirements of the Riverside County Flood Control District. Adequate provisions shall be made to accept and conduct the existing tributary drainage flows around or through the site in a manner which will not adversely affect adjacent or downstream properties. If the design of the project includes a retention basin, it shall be sized to contain the runoff resulting from a 10-year storm event and the runoff from a 100-year storm event shall be contained within basin with shallow ponding (3.5' max.). The basin shall be designed to evacuate a 10-year storm event within 72 hours. The size of the retention basin(s) shall be determined by the hydrology report and be approved by the City Engineer. Retention basin shall be provided with a minimum of 2.00 feet sandy soil if determined to contain silt or clay materials. Maximum allowable percolation rate for design shall be 10 gal./s.f./day unless otherwise approved by the City Engineer. A percolation test for this site is required to be submitted. A combination drywell vertical drain 90 Item 4.

Resolution No. PC 2024-13 EXHIBIT A
field shall be constructed at all points where runoff enters the retention basin. Drywell & vertical drain field design shall be based on soils borings made at the proposed drywell locations after the retention basins have been rough graded. Minimum depth shall be 45-feet.

A log that includes sieve analysis for each strata of the borings shall be submitted to the City Engineer for confirmation of depth of the vertical drain fields. Underground retention under the proposed parking area will be considered as an alternative to surface retention subject to the approval of the City Engineer.

22. Prepare and record necessary drainage easements to implement the project in accordance with drainage law.

23. A storm water quality management plan shall be prepared for the project by California Registered Civil Engineer in compliance with NPDES and State Water Quality Control Board regulations. The project shall be designed to specify preferential use of Low Impact Development Best Management Practices that reduce pollutants and runoff volume.

24. Applicant shall comply with the valley wide NPDES permit requirements including but not limited to submittal of a WQMP for plan review accompanied by a $3,000 plan check deposit for approval including executed maintenance agreement. All unused plan check fees will be refunded to the applicant upon approval of the Final WQMP.

25. The developer shall submit a Fugitive Dust Control and Erosion Control plan in accordance with Guidelines set forth by CMC and SCAQMD to maintain wind and drainage erosion and dust control for all areas disturbed by grading. Exact method(s) of such control shall be subject to review and approval by the City Engineer. No sediment is to leave the site.

Additional securities, in bond form, in amount of $2,000.00 per acre of gross area, and a onetime cash deposit of $2,000.00 are required to insure compliance with this requirement. No work may be started on or off site unless the PM-10 plan has been approved, the original plans, and executed dust control agreement, are filed in the engineering department at the City of Coachella.

26. Applicant shall submit for review and approval by the City Engineer all documents related to any existing and proposed on-site and off-site easements that may affect the development of the site. All easements shall be identified on the engineering plans.

27. Site access improvements shall be in conformance with the requirements of Title 24 of the California Administrative Code. This shall include access ramps for off-site and on-site streets as required.

28. Applicant shall obtain approval of site access and circulation from Fire Marshall.

29. The applicant shall provide necessary utility easements for IID and underground overhead distribution lines within the project boundaries. Applicant shall submit to the City a letter from IID that satisfies this requirement.

30. The applicant shall pay all necessary plan check, permit and inspection fees. Fees will be determined when plans are submitted to the City Engineering Department for plan check. 91 Item 4.

Resolution No. PC 2024-13 EXHIBIT A
ROUGH GRADING:

31. Prepare and submit rough grading and erosion control plans for the project.

32. The project’s soils engineer shall certify to the adequacy of the grading plan.

33. All projects developing one (1) acre or more of total land area, or which are part of a larger phased development that will disturb one acre of land, are required to obtain coverage under the State Water Resources Control Board’s (SWRCB) General Permit for storm water discharges associated with construction activity. Proof of filing a Notice of Intent (NOI) with the SWRCB for coverage under this permit is required. The Waste Discharger’s Identification Number (WDID), issued by the SWRCB, must be shown on the grading plans. The project’s Storm Water Pollution Prevention Plan shall be submitted for the City’s review and approval.

PRECISE GRADING:

34. A precise grading/improvement plan, prepared by a California Registered Civil Engineer, showing building footprints, pad elevations, finished grades, drainage routes, retaining walls, erosion control, slope easements, and all other pertinent information shall be submitted for review and approval by the City Engineer.

35. Rough grading shall be certified by the project soils engineer prior to issuance of a permit for precise grading or building construction.

36. Provide and record a reciprocal use and maintenance agreement to assure common ingress and egress and joint maintenance of all common access, parking areas and drives.

37. If applicant is planning to build a wall, separate permits shall be required for wall construction.

The maximum height of any wall shall be limited to six (6) feet as measured from an average of the ground elevations on either side.

STREET IMPROVEMENTS:

38. Street improvement plans prepared by a California Registered Civil Engineer shall be submitted for review and approval by the City Engineer. All street improvements including street lights shall be designed and constructed in conformance with City Municipal Code, General Plan, and Standards and Specifications. Street flow line grade shall have a minimum slope of 0.35 %.

39. Applicant shall construct all off-site and on-site improvements including street pavement, curb, gutter, sidewalk, street trees, perimeter walls, perimeter landscaping and irrigation, storm drain, street lights, and any other incidental works necessary to complete the improvements. Driveways shall conform to City of Coachella standards for commercial driveways with a minimum width of 24.00 feet and curbed radius entrances. 92 Item 4.

Resolution No. PC 2024-13 EXHIBIT A

40. Applicant shall construct and dedicate the following streets and street improvements to conform to the General Plan and/or requirements of Traffic Study. 1) Cesar Chavez Street- Public Roadway as shown on the RAC and per these comments shall include the following:
a. Dedication of land along northbound lane within project limits is not required. This street is classified as Primary Arterial with Bicycle Lanes with 94 feet of right-ofway per City of Coachella General Plan. b. Easterly curb shall be protected in its current location. Any deteriorated sections of existing curb shall be removed and replaced to the satisfaction of the City Engineer.
c. Applicant shall recorded a 24-foot private ingress and egress easement that connects the 35-foot access easement on Cesar Chavez Street with the 35-foot access easement on Valley Road, as shown on Parcel Map 31405. The 24-foot private easement shall be recorded prior to building occupancy and shall be designed to the satisfaction of the City Engineer
d. Applicant shall install all sidewalk, curb and gutter transitions to uniformly connect to existing adjacent improvements and coordinate installation and/or relocation of fire hydrants, water meters, storm drain, wells, streetlights, landscape and all other appurtenances as required to the satisfaction of the City Engineer. e. Applicant shall construct all appurtenant roadway components within project limits such as, but not limited to: sidewalk, ADA ramps, Traffic control striping, legends, Traffic control signs, Street Lights and street name signs to the satisfaction of the City Engineer.
f. Applicant shall underground all existing dry utilities if existing at northbound lane within project limits such as, but not limited to: power poles, telecommunication poles and all other existing dry utilities to the satisfaction of the City Engineer. g. Driveway access on Cesar Chavez Blvd. shall only be permitted within the existing shared access easement located at the northwest corner of the parcel as shown on Parcel Map 31405.
2) Valley Road- Public Roadway as shown on the RAC and per these comments shall include the following:
a. This street is classified as Residential Street with a existing R/W of 60-foot b. Street measured at Center line to northerly curb shall have a width of 20-foot min. c. Applicant shall install all sidewalk, curb and gutter transitions to uniformly connect to existing adjacent improvements and coordinate installation and/or 93 Item 4.

Resolution No. PC 2024-13 EXHIBIT A
relocation of fire hydrants, water meters, storm drain, wells, streetlights, landscape and all other appurtenances as required to the satisfaction of the City Engineer. d. Applicant shall construct all appurtenant roadway components within project limits such as, but not limited to: sidewalk, ADA ramps, Traffic control striping, legends, Traffic control signs, Street Lights and street name signs to the satisfaction of the City Engineer.
e. Applicant shall underground all existing dry utilities if existing at northbound lane within project limits such as, but not limited to: power poles, telecommunication poles and all other existing dry utilities to the satisfaction of the City Engineer. f. Driveway access on Valley Rd. shall only be permitted within the existing shared access easement located at the southeast corner of the parcel as shown on Parcel Map 31405.

SEWER and WATER IMPROVEMENTS:

41. Sewer & Water Improvement Plans prepared by a California Registered Civil Engineer shall be submitted for engineering plan check and City Engineer approval.

42. Applicant shall construct all off-site and on-site water improvements and any other incidental works necessary to complete the improvements. Size and location of sewer and water improvements shall be approved by the City Engineer.

43. It is noted that existing Water lines exist within the central portion of the property. The property owner shall be responsible for the potholing and observation of the existing water lines to determine the exact location and depth and the owner shall be responsible for the full costs of design and relocation of the water lines, if needed. The final location and operation of the water line shall be protected to maintain existing service and capacity under its current designed intent.

44. All water mains that are proposed to exist within the property shall be located within City approved utility easements.

PRIOR TO ISSUANCE OF BUILDING PERMITS:

45. A final soils report, compaction report and rough grading certificate shall be submitted and approved prior to issuance of any building permits.

46. Provide a set of proposed Covenants, Conditions and Restrictions (CC&R) for review and approval. The proposed CC&Rs shall contain the Association’s/Owner’s maintenance obligations with respect to various facilities including, but not limited to, right-of-way and private landscaping, private streets, sidewalks, utilities, street lights, and Water Quality Management Plan (WQMP) features. This document must be submitted to and approved by the City before it is submitted to any other governmental entity. 94 Item 4.

Resolution No. PC 2024-13 EXHIBIT A

47. Prior to issuance of building permits, all required public improvements, including landscaping and lighting of the retention basins, and landscaped areas along the exterior streets, shall be completed or secured with appropriate sureties to the satisfaction of the City Engineer. An engineering final inspection is required. "As-built" plans shall be submitted to and approved by the City Engineer. Prior to acceptance of the improvements by the City, such plans, once approved, shall be given to the city on compact disk in AutoCad format. All off-site and onsite improvements shall be completed to the satisfaction of the City Engineer prior to acceptance of improvements for maintenance by the City.

48. The applicant’s Civil Engineer shall field verify and certify that all BMPs are designed, constructed, and functional in accordance with the approved WQMP.

PRIOR TO RELEASE OF OCCUPANCY PERMITS/ACCEPTANCE OF PUBLIC IMPROVEMENTS:

Prior to issuance of certificate of occupancy, all public improvements, including landscaping and lighting of the retention basins, and landscaped areas along the exterior streets, shall be completed to the satisfaction of the City Engineer. An engineering final inspection is required. "As-built" plans shall be submitted to and approved by the City Engineer. Prior to acceptance of the improvements by the City, such plans, once approved, shall be given to the city on compact disk in AutoCad format. All off-site and on-site improvements shall be completed to the satisfaction of the City Engineer prior to acceptance of improvements for maintenance by the Ci
Landscaping

61. Final landscaping and irrigation plans shall be submitted to the Development Services Department for review and approval. Said plans shall conform to the landscaping plan submitted as part of the subject Architectural Review, and as conditioned herein. Landscape lighting shall be incorporated inclusive of uplighting for trees and elevated ring lighting for palm trees. All landscape materials shall be identified on a legend and identified graphically on a landscape plan including planting counts and any tree caliper and planted tree heights.

Weed barrier shall be integrated below decorative gravel to deter weed growth.

62. Landscaping and irrigation shall be provided in accordance with Section 17.54.010(J) of the Municipal Code and in accordance with the State Model Water Efficient Landscape Ordinance (AB 1881). Water budget calculations, including the Maximum Applied Water Allowance (MAWA) and Estimated Total Water Use (ETWU) shall be provided as part of the landscaping and irrigation plan.

63. The proposed landscape shall be in conformance with the City's Landscape Development Guidelines and should include water-efficient plantings as encouraged for the commercial development. A detailed landscape and irrigation plan shall be submitted that addresses 95 Item 4.

Resolution No. PC 2024-13 EXHIBIT A
landscape requirements for the project site. All landscaping shall fulfill the general requirements of the Coachella Municipal Code Chapter 17.54 as follows:
a. Internal landscaping equal to a minimum of five percent 5% of the parking area and driveway area is required and shall be distributed throughout the parking area. b. All landscape planter beds in interior parking areas shall be not less than five (5) feet in width and bordered by a concrete curb not less than six (6) inches nor more than eight (8) inches in height adjacent to the parking surface. The landscaped planter along the north side of the drive-thru lane shall be a minimum of five feet in width. c. Where a drive aisle abuts the side of a parking space a landscaped planter shall separate the parking space from the drive aisle.
d. At least one (1) fifteen (15) gallon tree shall be provided within the parking area for every ten (10) parking spaces, with size, height and species acceptable to staff. e. All internal landscape planters shall have permanent and automatic sprinkler or drip irrigation systems.

64. The Planning Division may request minor substitutions of plant materials or request additional sizing or quantity of materials during plan check.

65. The applicant shall submit, and must obtain approval from the Development Services Director, a letter from a registered landscape architect confirming that landscaping and irrigation have been installed in accordance with the approved plans prior to issuance of a certificate of occupancy. Any damaged, dead or decayed landscaping landscape areas within the remainder of the commercial center shall be replaced per approved landscape plans upon landscape inspection by the Development Services Department and prior to issuance of a certificate of occupancy.

66. The site landscaping shall be maintained in good condition at all times, and the owner or operator of the facility shall be responsible for replacing any damaged, dead or decayed landscaping as soon as practicable, and in accordance with the approved landscape plan.

67. The landscape plan shall be modified to substitute California Fan Palm with Date Palm planted at a minimum 10’ trunk height. Substitute Palo Verde with another drought tolerant shade tree. Integrate shade trees to the Cesar Chavez Street landscape parkway to ensure sidewalk has shade cover for pedestrians. The decomposed granite in the landscape parkway shall be of a 3/4” size.

Coachella Valley Water District:

68. Applicant must comply with Coachella Valley Water District regulations pertaining to irrigation infrastructure protect-in-place practices, relocation or abandonment of infrastructure, if needed.

Fire Department ([email protected])
96 Item 4.

Resolution No. PC 2024-13 EXHIBIT A
Prior to Permit Issuance

69. Prior to Permit Issuance - Fire Protection Water Supplies/Fire Flow - Minimum fire flow for the construction of all buildings and project is required per CFC Appendix B. Will Serve Letters from the responsible water purveyor with capabilities of water in the public street along the property line is required prior to a map recordation or Prior to building permit issuance for new construction, the applicant shall provide documentation to show there exists a water system capable of delivering the required fire flow. Specific design features may increase or decrease the required fire flow.

70. Prior to Permit Issuance - Fire Protection Water Supplies/Hydrants - The minimum number of fire hydrants required, as well as the location and spacing of fire hydrants, shall comply with CFC Appendix C and NFPA 24. Fire hydrants shall be located no more than 400 feet from all portions of the exterior of the building along an approved route on a fire apparatus access road, unless otherwise approved by the fire department. In areas where new water mains are extended along streets and hydrants are not needed for protection of structures, standard fire hydrants shall be provided at spacing not to exceed 1,000 feet along streets for transportation hazards. Fire hydrants shall be at least 40 feet from the building it is serving.

A fire hydrant shall be located within 20 to 100 feet of the fire department connection for buildings protected with a fire sprinkler system. The size and number of outlets required for the approved fire hydrants are 4” x 2 ½” x 2 ½” (super hydrant). Reference CFC as amended and NFPA 24.

71. Prior to Permit Issuance – Fire Department Access Fire Department emergency vehicle apparatus access road locations and design shall be in accordance with the California Fire Code and Riverside County Fire Department Standards. Plans must be submitted to the Fire Marshal office for review and approval prior to building permit issuance.

72. Prior to Permit - Fire Department Plan Review Submittal of construction plans to the Fire Department will be required. This will require a separate permit application submitted directly to the Fire Department. This shall include a full site plan including all fire apparatus access roads. Final fire and life safety conditions will be addressed when the Fire Department reviews these plans. These conditions will be based on California Fire Code, California Building Code (CBC), and related codes/standards adopted at the time of construction plan submittal.

Prior to Final

73. Prior to Final (Deferred) - Fire Sprinkler System - All new commercial buildings and structures 3,600 square feet or larger will be required to install a fire sprinkler system.

Reference CFC as amended.
97 Item 4.

Resolution No. PC 2024-13 EXHIBIT A

74. Prior to Final (Deferred) - Fire Alarm and Detection System - A water flow monitoring system and/or fire alarm system may be required as determined at time of building construction plan review. Reference CFC as amended.

75. Prior to Final – Fire Department Final Inspections Prior to issuance of a Building Certificate of Occupancy, the Fire Department shall perform all fire final inspections within the Building, fire suppression systems and other related fire permits.

Environmental Compliance/Utilities:

76. Submit water and sewer plans to Engineering for approval from Utilities Manager –project required to connect to City public sewer and water system

77. Water & Sewer impact fees to be paid prior to final approval of plans

78. Project to install 4G AMI master meters

79. Backflows required on all non-residential meters

80. Above ground DCDAs required on fire lines – per approved materials list, DCDAs also require a ¾” master meter.

81. Water service line Type K Soft Copper Tubing Polywrap-C Blue (6Mil, use applicable size), do not rely on W-8 standard drawing showing plastic service lines.

82. There is a water-line running behind sidewalk fronting this property, no large trees should be placed above the water line, City requires a 7’ off-set for any large trees and root barriers.

83. Submit landscaping plans to Utilities for approval for ensuring landscape does not interfere with water lines.

84. Water Improvement Note #4. Shall always be revised moving forward to: “Water services shall be type K soft copper tubing polywrap-c blue (6MIL, use applicable size)

85. Water Improvement Note #10. Shall always be revised moving forward to: “It shall be the water contractor’s responsibility to set water valves lid and cover to finish grade after paving in accordance with CVWD standards W-17 and W-18. Lid to say “WATER” and omit reference to CVWD. All valves must be “workable” at all times.

86. Additional requirements subject to water and sewer plan checking process

87. Complete wastewater discharge survey for approval and issuance of wastewater discharge permit.

88. All stormwater must be contained within the property via retention basins.

89. Outside drains exposed to rain events are prohibited from draining into the sanitary sewer. 98 Item 4.

Resolution No. PC 2024-13 EXHIBIT A
Building Division

90. The following plans will be required prior to obtaining a building permit:
a. Grading plans and permit from the City of Coachella Engineering Department. b. Accessibility plans showing accessible site circulation and path of travel to all the amenities include material and slopes at walk ways.
c. Electrical plans for the proposed modifications with calculations and single line diagram. The current electrical system at the venue does not comply with the National Electrical Code and poses a significant safety risk to visitors and the venue.
d. Provide plans for all structures and improvements include a site plan, floorplan and use for each room.

91. All “field verify” notes will need to be field verified by the licensed professional and incorporated into the building documents and building plan submittal.

92. Existing structures and improvements shall be in compliance with the 2022 California Building Codes prior to a Certificate of Occupancy being issued.

93. Proposed plan must incorporate Electrical Vehicle chargers. (CGBSC Tbl.5.106.5.3.1)

94. Landscaping plans shall meet the requirements of the CGBSC 106.12- Shade Trees.

95. Provide accessible path of travel from the parking lots to the venue. Both routes must be accessible.

89. Obtain all necessary permits from all agencies as required for the use of the facility. Such as but not limited to the following:
a. Riverside County Fire Department
b. Riverside County Health Department
c. City of Coachella Engineering Department
d. Building Permits

96. The venue underwent multiple improvements over the years, some with permits from the City and some without. Before a Certificate of Occupancy can be issued, all buildings and improvements must meet current building and state code requirements. It is essential to engage a licensed design professional to conduct a site inspection and identify all the necessary improvements to ensure compliance with the current building codes. 99 Item 4.
100
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101
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102
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107
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118
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120
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121
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122
Item 4.
www.companyname.com
© 2016 Startup theme. All Rights Reserved.

Sun Community FCU
Coachella Branch
Exterior Revisions
N E C o r n e r o f C e s a r C h a v e z S t r e e t a n d V a l l e y R o a d , C o a c h e l l a , C A J u n e 2 7 , 2 0 2 4
123
Item 4.
www.companyname.com
© 2016 Startup theme. All Rights Reserved.

WEST ELEVATION REVISION
124
Item 4.
www.companyname.com
© 2016 Startup theme. All Rights Reserved.

View looking Northeast

EXTERIOR REVISON
125
Item 4.
www.companyname.com
© 2016 Startup theme. All Rights Reserved.

View looking East

EXTERIOR REVISION
126
Item 4.
www.companyname.com
© 2016 Startup theme. All Rights Reserved.

View looking Southeast

EXTERIOR REVISION
127
Item 4.
www.companyname.com
© 2016 Startup theme. All Rights Reserved.

West Elevation

EXTERIOR REVISION
128
Item 4.
11 9
5 NO PARKING VAN ACCESSIBLE EV EV EV EV

ORGANICS TRASH RECYCLE NO PARKING

REAL ESTATE

FINANCIAL ADVISOR

MANAGER

ASSISTANT MANAGER
BREAK

TELLER WORK

TELLERS
WORK

COMMUNITY ROOM

RESOURCE LOUNGE

WELLNESS
MSR
MSR
ATM

MEN WOMEN
DATA

FACILITIES

ACCOUNTING

JANITOR

ELECTRICAL
WM
MH
WM
MH
CO
CO
CO
CO
5 6
6 6
6 6
6 13 13
3 2 2
2 2
2 2
13 13
13 13
4 4
4 4
8 8
3 9 9
10 1
1 7
7 14
14 14
14 14
14 16
16 16
16 16
16 16
17 15
15 15
17 17
18 16 16
19 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 4
4 16 16 16
16 16 16
16 16
16 16
16 16
16 16 16
16 18
18 17 17
20 20
20 20
20 20
20 20
20 20
16 16
16 16
15 15
15 15
21 21
21 21
21 21
21 4
22 22
22 15
15 15
15 15
21 21
21 22
4 21
21 17
15 20
20 16
23 9
24 25
25 25
25 25
25 25
25 26
27 27
5 21
21 21
21 21
3 6
9 11
2 5
4 6
6 6
14 14
14 15
15 13
13 12

PL PL PL PL PL PL PL

PL / ROW PL / ROW PL / ROW PL / ROW
℄ ROW ℄ ℄ ℄
℄
℄
℄

0.93 ACRES
PARCEL 4
PARCEL 5 LOT LINE

1.04 ACRES ROW ℄ ROW ℄ ROW ℄

60.00'

30.00'

20.00' 10.00'

20.00' 10.00'10.00'

24.00'

14.00'

24.00'

6.50'
11 6.00'

24.00'

VALLEY ROAD
VALLEY ROAD CESAR CHAVEZ BLVD. CESAR CHAVEZ BLVD. 12.00' MH
MH
MH MH
MH MH
(12" W)
(12" W)
(12" W)
(12" W)
(8" W)
(8" W) (8" W) (8" W)
PARCEL 5

1.04 ACRES
APN: 778-242-026
APN 778-242-025

14.00'
3 4
12 REMOVE EXISTING POWER
POLE AND GUY WIRE.

UNDERGROUND EXISTING

OVERHEAD ELECTRICAL IN

FRONTAGE PORTION OF
THE PROJECT.

PL / ROW
11 11
27 1
7 7 7
11 9

13.96'
7 13.98'

6.00'
9 24.00' 24.00'

6.00' 11.00'
1 2
3 4
20 5
7 7
20 20
20 16
21 16
16 14
7 14
14 14
14 14
14 14
8 11
11 11
11 11
16 12
13 14
17 21
3 3
3 3
3 3
4 4
3 4
4 4
4 4
4 4
12 12
12 12
12 12
12 12
15 15
19 4
23 4
20 1
1 1
24 9
9 9
9 9
9 9
9 23
3 3
3 25
25 25
26 26
26 26
11 11
4 11
11 11
4 27
27 27
3 4
14 28
11 11

PROPOSED SITE PLAN
1 LOCATION: CLIENT:

OF SHEETS
1330.001
JOB NO.

PREPARED UNDER THE DIRECT SUPERVISION OF:
03/31/2024
27943
R.C.E. NO.

DATE REG. EXP.

ROBERT K. HOLT, P.E.

SHEET CONTENT:

DESIGN BY:

CHECKED BY:

DRAWN BY:

RH
NO. REVISIONS: APPROVED DATE
201 E. Hobsonway Blythe California 92225 (760) 922-4658 1601 N. Imperial Ave. El Centro California 92243 (760) 337-3883 36951 Cook St. Palm Desert California 92211 (760) 427-8533 UNAUTHORIZED CHANGES & USES: The engineer preparing these plans will not be responsible for, or liable for, unauthorized changes to or uses of these plans. All changes to the plans must be in writing and must be approved by the preparer of these plans.

T e Holt Group

ENGINEERING PLANNING SURVEYING
h JS
JS

SEAL-ENGINEER
DWG FILE=> C:\Users\Jake\Dropbox\1330.001_SUN COMMUNITY BANK\DESIGN\SITE PLAN\SUN COMMUNITY BANK SITE PLAN_FINAL.dwg SHEET

SUN COMMUNITY FEDERAL CREDIT UNION

ONSITE GRADING IMPROVEMENTS PLAN

IN COACHELLA, CALIFORNIA

CITY OF COACHELLA SUN COMMUNITY FCU
03-20-2024
Exp. 03-31-24
No. 27943
OR
B R
K. E OLT
H

E I REE
N
GN
SI
L NA O
L
LI
I
F
NRO IA
RE

GE TSI E
P D
E ROF
S
E
TAT
C OF
CI
R
A
V
S
T
9 LOCAL BENCHMARK:

CHISELED 'X' ON TOP OF CURB @ SOUTH SIDE OF
FAMILY DOLLAR PARKING LOT.

EL = 430.368
EL = 429.04
COC BM #1025
2" BRASS DISC SET IN TOP OF CURB IN THE EAST

SIDE OF THE WEST TRAFFIC ISLAND LOCATED AT
THE CESAR-CHAVEZ BLVD AND 52ND AVENUE
INTERSECTION.

ELEVATIONS = NAVD88 + 500'

EXISTING KEYNOTES
EXISTING LIGHT POLE TO REMAIN.

EXISTING POWER POLE TO REMAIN.

EXISTING GUY WIRE TO REMAIN.

EXISTING A.C. PAVEMENT TO REMAIN.

EXISTING TRAFFIC SIGN TO REMAIN.

EXISTING WATER PIPELINE TO REMAIN.

EXISTING SANITARY SEWER PIPELINE TO REMAIN.

EXISTING WATER VALVE TO REMAIN.

EXISTING SANITARY SEWER MANHOLE TO REMAIN.

EXISTING STORMWATER MANHOLE TO REMAIN.

NOT USED.

NOT USED.

EXISTING OVERHEAD ELECTRICAL LINE TO REMAIN.

EXISTING FENCE TO REMAIN.

EXISTING P.C.C. SIDEWALK TO REMAIN.

EXISTING P.C.C. CURB AND GUTTER TO REMAIN.

EXISTING P.C.C. CURB RAMP TO REMAIN.

EXISTING P.C.C. RIBBON GUTTER TO REMAIN.

EXISTING BRICK PAVER TO REMAIN.

EXISTING P.C.C. BARRIER CURB TO REMAIN.

EXISTING NATIVE MATERIAL TO REMAIN.

EXISTING PALM TREE TO REMAIN.

EXISTING GAS VALVE TO REMAIN.

EXISTING BUILDING TO REMAIN.

EXISTING PRIVATE RESIDENCE TO REMAIN.

EXISTING P.C.C. DRIVEWAY TO REMAIN.

EXISTING WOOD BOLLARDS AND CHAINS TO REMAIN.
1 2
3 4
5 6
7 9
10 11
8 12
13 14
15 16
17 18
19 20
21 22
23 24
25 26
27 30 0 30 60 90
SCALE 1"= 30'
N
2 3
4 5
7 8
9 10
11 PROPOSED P.C.C. ADA RAMP PER CALTRANS STANDARD PLAN A88A.

PROPOSED TRASH ENCLOSURE PER BURRTEC REQUIREMENTS.

PROPOSED P.C.C. CURB AND GUTTER WITH 6-INCH TALL CURB FACE PER CITY OF COACHELLA STANDARD DRAWING S-7.

PROPOSED 6-INCH P.C.C. BARRIER CURB PER CITY OF COACHELLA STANDARD DRAWING S-10.

PROPOSED DRIVE THRU STRUCTURE AND INTERCOM SYSTEM.

NOT USED.

PROPOSED 3-FOOT WIDE RIBBON GUTTER PER CITY OF COACHELLA STANDARD DRAWING S-13.

PROPOSED BUILDING.

PROPOSED PARKING LOT BOX LIGHT.

NOT USED.

PROPOSED P.C.C. SIDEWALK.

PROPOSED A.C. PAVEMENT.

PROPOSED BUSINESS / MONUMENT SIGN.

PROPOSED LANDSCAPING.

PROPOSED BLUE PAINT ON CURB PER CALTRANS STANDARD DETAIL A90B.

PROPOSED 4-INCH WIDE WHITE STRIPING PER CALTRANS STANDARD PLAN A90A.

PROPOSED 4-INCH WIDE BLUE STRIPING PER CALTRANS STANDARD PLAN A90A.

PROPOSED "NO PARKING" LEGEND PER CALTRANS STANDARD PLANS A90A AND A90B.

PROPOSED 4-INCH WIDE DIAGONAL BLUE HATCH STRIPING PER CALTRANS STANDARD DETAIL A90A. THE HATCH STRIPING SHALL NOT ENCROACH INTO THE "NO PARKING" LEGEND.

PROPOSED TYPE I ARROW PER CALTRANS STANDARD PLANS A24A.

PROPOSED INTERNATIONAL SYMBOL OF ACCESSIBILITY (ISA) PER CALTRANS STANDARD PLANS A24C AND A90A.

PROPOSED WHEEL STOP.

PROPOSED P.C.C. DRIVEWAY PER CALTRANS STANDARD PLAN A87A.

PROPOSED 4 BIKE CAPACITY BIKE RACK.

PROPOSED 2-FT HIGH MASONRY WALL FOR PLAZA AREA.

PROPOSED 6-FT HIGH MASONRY WALL.

PROPOSED BOLLARDS.

PROPOSED STONE FOUNTAIN.

CONSTRUCTION KEYNOTES
1 6
12 13
14 15
16 17
18 19
20 21
22 23
24 25
26 27
28 PROPOSED FIRE DETECTOR CHECK ASSEMBLY PER CITY OF COACHELLA STANDARD DRAWING W-10.

PROPOSED FIRE WATER LINE.

PROPOSED DOMESTIC AND IRRIGATION SEPERATE WATER METERS PER CITY OF COACHELLA STANDARD DRAWING W-9.

PROPOSED BACKFLOW PREVENTOR ASSEMBLY FOR DOMESTIC AND IRRIGATION.

PROPOSED DOMESTIC WATER LINE.

PROPOSED FIRE HYDRANT PER CITY OF COACHELLA STANDARD DRAWING W-4.

PROPOSED WATER SERVICE LATERAL PER CITY OF COACHELLA STANDARD DRAWING W-4.

PROPOSED 22.5 DEG ELBOW.

PROPOSED SANITARY SEWER CLEANOUT.

PROPOSED 11.25 DEG ELBOW.

PROPOSED SANITARY SEWER GRAVITY PIPELINE.

PROPOSED STORM TECH UNDERGROUND STORMWATER STORAGE CHAMBERS.

PROPOSED STORMWATER MANHOLE.

PROPOSED STORMWATER PIPELINE.

PROPOSED 3-FOOT X 3-FOOT GRATED DRAIN INLET.

UTILITY KEYNOTES
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 APPLICANT:

PATRICK CAREY

PRESIDENT/CEO

SUN COMMUNITY FCU
1068 BROADWAY
EL CENTRO, CA 92243
OWNER:

ROGELLIO CERVANTES
14703 OZARK SITE WAY
CYPRESS, TX 77433
SITE ADDRESS:

VACANT LOT ON NE CORNER OF CESAR
CHAVEZ BLVD AND VALLEY RD.

COACHELLA CA, 92236
ZONING/GENERAL PLAN DESIGNATION:

C-N, NEIGHBORHOOD COMMERCIAL ZONE
APN'S :
778-242-025 (± 0.93 ACRES)
778-242-026 (± 1.04 ACRES)
DESCRIPTION OF USE:

COMMERCIAL BANK BUILDING
SUMMARY OF AREAS:

BUILDING: 4,130.33 SF
PARKING AREA: 21,970.20 SF
TOTAL LANDSCAPING AREA: 16,212.72 SF
TRASH ENCLOSURE: 863 SF
PROPERTY SIZE:
778-242-025 (± 0.93 ACRES)
778-242-026 (± 1.04 ACRES)
STORIES:

ONE
PARKING PROVIDED:

REQUIREMENT:
1 SPACE PER 250 SQ FT GROSS FLOOR AREA.

REGULAR PARKING REQUIRED: 16 STALLS
REGULAR PARKING PROVIDED: 18 STALLS
HANDICAP PARKING: 1 PER 40 REGULAR STALL
HANDICAP PARKING PROVIDED: 2 STALLS
EV PARKING REQUIRED: 1 STALL
EV PARKING PROVIDED: 4 STALLS
BIKE RACK PROVIDED: 4 BIKE CAPACITY
LANDSCAPE:

REQUIRED: 5% PARKING AREAS (1,098.51 SF)
PROVIDED: 16,212.72 SF
NOTE:

1. OWNER MAY REVISE THE

LANDSCAPING PLANS BY USING ANY

OF THE LISTED LANDSCAPING PLANTS,

BOULDERS OR BY SUBSTITUTING

OTHER DESERT LANDSCAPING PLANTS
WITH CACTI SPECIES. I.E. AGAVE'S,
ALOE'S, ETC..

2. EXISTING WATER LINE HEADING

NORTH/SOUTH ALONG HARRISON
STREET IS SHOWN AS APPROXIMATE.

EXISTING WATERLINE AND PROPOSED

TIE-IN LOCATIONS ARE SUBJECT TO

CHANGE WHEN THE EXISTING WATER

LINE IS IDENTIFIED/LOCATED
ACCURATELY.

3. THE EXISTING SIDEWALK ALONG

CESAR CHAVEZ BLVD IS PROPOSED TO

BE DEMOLISHED AND RE-LOCATED TO
THE EAST OF THE EXISTING 8-INCH

WATER LINE AS DEPICTED CREATING A

VARIABLE WIDTH LANDSCAPED
PARKWAY UP TO 14-FT IN WIDTH.

SYMBOL DESCRIPTION

GRAVEL MULCH

PARKING LOT BOX

LIGHTING
1 LEGEND
NOTE:

SEE LANDSCAPE ARCHITECTUAL PLANS FOR
ALL PROPOSED LANDSCAPING.
129
Item 4.

CESAR CHAVEZ BLVD

VALLEY ROAD
Deer Grass – Muhlenbergia rigens
Sticks on Fire – Euphorbia tirucalli
Pink Muhly – Muhlenbergia 'Regal Mist' California Fan Palm – Washingtonia filifera Coral Fountain – Russelia equisetiformus
Crown of Thorns – Euphorbia milii
Whale's Tongue Agave - Agave ovatifolia
Chilean Mesquite – Prosopis chilensis
Willow Acacia – Acacia salicina
Moon Lagoon Eucalyptus
Flame Vine – Pyrostegia venusta
Yellow Oleander – Thevetia
Yellow Lantana – Lantana x 'New Gold'
Desert Spoon – Dasyliron wheelerii
Century Plant – Agave americana
Desert Museum Hybrid Palo Verde
Fruitless Olive
Water Fountain
Decomposed Granite "Brimstone" Baja Cresta Cobble
Desert Milkweed – Asclepias subulata
Mexican Beach Pebbles

CESAR CHAVEZ BLVD

VALLEY ROAD

YELLOW OLEANDER FLAME VINE ESPALIERED TO FENCE YELLOW OLEANDER

WILLOW ACACIA DEER GRASS DECOMPOSED GRANITE
CROWN OF THORNS, TYP.

COBBLE

CHILEAN MESQUITE
COBBLE

DESERT SPOON

DESERT MUSEUM

HYBRID PALO VERDE

CORAL FOUNTAIN
+2'
+2'
+2'
+2'
+2'
COBBLE

CENTURY PLANT

YELLOW LANTANA

WHALE'S TONGUE AGAVE
'STICKS ON FIRE'

EUCALYPTUS 'MOON LAGOON'

MUHLENBERGIA 'REGAL MIST' CALIFORNIA FAN PALM
COBBLE

CENTURY PLANT

YELLOW LANTANA

DESERT SPOON
+3' RETAINING WALL
STONE

FOUNTAIN
BENCH, TYP.

FRUITLESS OLIVE WITH

MEXICAN BEACH PEBBLES
BELOW

CROWN OF THORNS
COBBLE

CHILEAN MESQUITE

DESERT MUSEUM

HYBRID PALO VERDE

CENTURY PLANT

YELLOW LANTANA

DESERT MUSEUM

HYBRID PALO VERDE

CENTURY PLANT

YELLOW LANTANA

CROWN OF THORNS

CHILEAN MESQUITE

DECOMPOSED GRANITE

DEER GRASS

WILLOW ACACIA

MONUMENT SIGN

DECOMPOSED GRANITE

DESERT MILKWEED
COBBLE

ARCHITECTURE LANDSCAPE INTERIORS
LANDSCAPE CONCEPT L-1
Project No.: 2409
Site Plan
Scale: 1/16"
= 1'-0" 3/14/24

SUN COMMUNITY FCU

VACANT LOT ON NE CORNER

OF CESAR CHAVEZ BLVD
COACHELLA, CA 92236
N
130
Item 4.
37 Improving Neighborhood Connections Along Coachella’s Harrison Street Corridor Street Design Recommendations
8 Bagdad Avenue to Avenue 52
"is segment of Harrison Street continues the four-lane
configuration with a median and left turn pockets, and bike lanes (Street Section Options 1 and 2) that began at the Avenue 50 to the north.

Because of the long distance between the major intersections at Bagdad Avenue and Avenue 52, the crosswalks at the Cairo Street intersection should be highlighted with bold crosswalk markings.

If difficulties with crossing the street still persist, the City should consider placing button-activated flashing pedestrian beacons. 9 Avenue 52 Intersection
In the near term, this is the last roundabout the design team is recommending for the Harrison Street corridor. Beyond this point traffic levels on Harrison Street and the cross streets are low enough that conventional traffic controls will suffice. As discussed below, when development is extended to the Avenue 54 intersection, a new roundabout/gateway feature should be installed there.

Figure 4.26: Roundabout design layout for
Harrison Avenue and Avenue 52.
131
Item 4.

Improving Neighborhood Connections Along Coachella’s Harrison Street Corridor 38 Street Design Recommendations
As with the roundabout at the Avenue 50 intersection, the City must acquire some small amounts of additional property for the proper design to fit at this location. Some adjustment of the roundabout may reduce this need, and some ROW may be obtained through development agreements for the properties at the northeast and southwest corners of the intersection. See Figure

4.26 on previous page.

Alternative to Roundabout
If it is determined that a roundabout at this location is not desireable, the alternative is to maintain the signalized intersection that currently exists. "e guidelines for signalized intersections discussed on pages 24 to 25 should be followed.
10 Avenue 52 to Avenue 53
"is segment of Harrison Street continues the four-lane
configuration with a median and left turn pockets, and bike lanes (Street Section Options 1 and 2) that began at the Avenue 50 to the north.
"e assumption behind the recommendations is that the frontage road on the west side of Harrison Street between Avenue 52 and Calle Verde will be eliminated. "e new landscaped strip adjacent to the street would be retained, and sidewalks would be created beyond that buffer strip in part of the existing frontage road. "e design would then conform to that shown for the more northern section of Harrison Street in Figure 4.16 or 4.17, above.

And again, because of the long distance between the major intersections at Avenue 53 and Avenue 54, the crosswalks at cross street intersections should be highlighted with bold crosswalk markings. If difficulties with crossing the street still persist, the City should consider placing button-activated flashing pedestrian beacons at select location between the major intersections. 132
Item 4.

Existing Conditions Photos
Project site at Southwest corner
Valley Road site frontage
133
Item 4.

Vacant site to the South (Across Valley Road)
134
Item 4.

STAFF REPORT
7/3/2024
TO: Planning Commission Chair and Commissioners
FROM: Adrian Moreno, Associate Planner
SUBJECT: CUP No. 254 (Modification), AR No. 24-02 Coachella Gateway – a modification to add a drive-thru multi-tenant commercial building within the Coachella Gateway shopping center approved under CUP No. 254 at the southwest corner of Ave 48 and Grapefruit Boulevard, adjacent to the Dillon Bridge. Applicant:

Chandi & Karan LLC
STAFF RECOMMENDATION:

Staff recommends that the Planning Commission continue consideration of Conditional Use Permit No. 254 (MOD) and Architectural Review No. 24-02 for a modification to add a drive-thru and new elevations to a multi-tenant commercial building within the Coachella Gateway shopping center, a building which was originally approved under CUP 254.

The applicant requested more time to review the conditions of approval for the project, and that their team would not be available for the July 3rd meeting due to the upcoming holiday. The applicant is requesting the item be continued for the next scheduled Planning Commission hearing on July 17th, 2024. Staff plans to cancel the Planning Commission Meeting for July 17th, as there are no items planned for that hearing date. Staff has received three total requests from the applicant to continue their item since the first meeting was scheduled on May 1st. Due to the applicant’s history to continue this item, Staff recommends the Planning Commission instead schedule a hearing for this item on September 4th 2024 when there are expected to be more items on the agenda.

Staff recommends the Planning Commission continue this item to the September 4, 2024 Planning Commission Meeting.

Attachments:

1. Continuance Request Letter, July 3rd

2. Continuance Request, June 5th

3. Continuance Request, May 1st
135
Item 5.

CHANDI & KARAN LLC
 42270 Spectrum St.  Indio  California  92203
June 26, 2024
Adrian Moreno
City of Coachella
53390 Enterprise Way
Coachella, CA 92236
Dear Adrian,
As communicated, it has become necessary for us to reschedule the Coachella Gateway, CUP 254 Modification agenda item, which was tentatively scheduled for the Planning Commission meeting of July 3, 2024.

At this time, we are still reviewing the various proposed conditions for the project that staff has recommended and have also just learned that certain members of our strategic planning team will not be available to attend the July 3rd meeting, due to the July 4th national holiday.

While this item has been rescheduled at our request more than once, the City of Coachella has also cancelled meetings in both May and June (5/15/2024 and 6/19/2024).

We respectfully request that this agenda item be moved to the next regularly scheduled planning commission meeting, currently scheduled for July 17, 2024. It is my understanding that there may be some internal discussion amongst city staff to cancel the July 17th meeting, however, I would urge you to reconsider, since the city has already committed to no planning commission meetings during the month of August 2024. This would result in an extended length of time for no public service development items to be addressed.

Please accept my sincere apology for any inconvenience that this request may cause. This project remains of high importance to the Chandi family. We understand that significant time and effort go into preparation for these planning commission meetings, and we value and appreciate your understanding and flexibility regarding this matter.

Sincerely,
Toni Merrihew
Sr. Vice President & CFO
Chandi Group USA
136
Item 5.

From: Andy Alvillar <[email protected]>
Sent: May 29 24 8:20 AM
To: Adrian Moreno
Cc: Toni Merrihew
Subject: RE: CUP 254 Modification
Good morning Adrian,
Thank you and the City of Coachella team for meeting with us to discuss the conditions of approval for the CUP 254 Modification. We are requesting that you remove the project from the June 5, 2024 agenda. We will update you accordingly.

Have a great day!
Regards,
Andy C. Alvillar
Senior Project Manager
Black Gold Builders Group Inc

CHANDI GROUP, USA
42270 Spectrum St. Indio CA 92203-9513
Office: (760) 396-9260 x. 128
Cell: (760) 625-3378
[email protected]

THIS ELECTRONIC MESSAGE, INCLUDING ANY ACCOMPANYING DOCUMENTS, IS CONFIDENTIAL and intended exclusively for the individuals and entities to which it is addressed. It may contain information that is privileged, confidential or otherwise legally exempted from disclosure. If you are not the intended recipient, or believe that you may have received this communication in error, please notify the sender immediately and delete all copies of this email. Do not read, print, retain, copy or disseminate this message or any part of it. Thank you.

Internet correspondence is not secure and neither Chandi Group USA, nor the sender accepts responsibility for viruses or other forms of data corruption caused by such electronic communication. It is your responsibility to scan this e-mail and any attachments for viruses.

Neither Chandi Group USA, nor the sender accepts liability for any errors or omissions in the contents of this message or attachments that arise as a result of e-mail transmission.

From: Adrian Moreno [mailto:[email protected]]
Sent: Tuesday, May 28, 2024 2:39 PM
To: Andy Alvillar <[email protected]>; Andrew Simmons <[email protected]>; Mark Chappell <[email protected]>; Gabriel Perez <[email protected]> Cc: Nachhattar Chandi <[email protected]>; Toni Merrihew <[email protected]>; Gurvinder Singh Chandi <[email protected]>; Erick 137
Item 5.

From: Andy Alvillar <[email protected]>
Sent: April 29 24 7:50 AM
To: Adrian Moreno; Emmanuel Santos
Cc: Toni Merrihew; Nachha)ar Chandi; Gurvinder Singh Chandi; Emmanuel Santos; Mark Chappell
Subject: RE: COACHELLA GATEWAY REVISED CUP AMENDMENT CUP 254 (MOD) AR 24-02
Good morning Adrian,
Hope you had a great weekend. Please remove the Coachella Gateway project from the May 1, 2024 Agenda, as we need >me to review the Condi>ons of Approval. We will update you ASAP.

Regards,
Andy C. Alvillar
Senior Project Manager
Black Gold Builders Group Inc

CHANDI GROUP, USA
42270 Spectrum St. Indio CA 92203-9513
Office: (760) 396-9260 x. 128
Cell: (760) 625-3378
[email protected]

THIS ELECTRONIC MESSAGE, INCLUDING ANY ACCOMPANYING DOCUMENTS, IS CONFIDENTIAL and intended exclusively for the individuals and entities to which it is addressed. It may contain information that is privileged, confidential or otherwise legally exempted from disclosure. If you are not the intended recipient, or believe that you may have received this communication in error, please notify the sender immediately and delete all copies of this email. Do not read, print, retain, copy or disseminate this message or any part of it. Thank you.

Internet correspondence is not secure and neither Chandi Group USA, nor the sender accepts responsibility for viruses or other forms of data corruption caused by such electronic communication. It is your responsibility to scan this e-mail and any attachments for viruses.

Neither Chandi Group USA, nor the sender accepts liability for any errors or omissions in the contents of this message or attachments that arise as a result of e-mail transmission.

From: Adrian Moreno [mailto:[email protected]]
Sent: Monday, April 29, 2024 7:29 AM
To: Andy Alvillar <[email protected]>; Emmanuel Santos <[email protected]> Cc: Toni Merrihew <[email protected]>; Nachhattar Chandi <[email protected]>; Gurvinder Singh Chandi <[email protected]> Subject: RE: COACHELLA GATEWAY REVISED CUP AMENDMENT CUP 254 (MOD) AR 24-02 138
Item 5.

STAFF REPORT
7/3/2024
TO: Planning Commission Chair and Commissioners
FROM: Adrian Moreno, Associate Planner
SUBJECT: VMP Night Club & Event Center – Alcohol Sales and Entertainment Establishment Permit – Entertainment Permit 24-01 and Conditional Use Permit 380 for a bar, nightclub and special event center to allow for live events and a request for a Type 48 ABC license to allow the on-sale of beer, wine, and distilled spirits at the 6,360 SF commercial suite at 49974 Cesar Chavez Street. Applicant:

Reyes Hernandez
STAFF RECOMMENDATION:

Staff recommends that the Planning Commission continue consideration of the VMP Night Club & Event Center project, Entertainment Permit 24-01 and Conditional Use Permit 380 for a bar, nightclub and special event center at the 6,360 SF commercial suite at 49974 Cesar Chavez Street.

The applicant initially requested a 274-occupant load for their project; however, their team plans to submit revised plans to increase the occupant load for their project. The applicant has not submitted revised plans, and staff requires time to review their request for important fire and safety considerations. To ensure Staff and outside agencies have enough time to review the revised project, Staff recommends the item be continued to the Planning Commission date on September 4 th, 2024.

Staff recommends the Planning Commission continue this item to the September 4, 2024 Planning Commission Meeting.
139
Item 6.

STAFF REPORT
7/3/2024
TO: Planning Commission Chair and Commissioners
FROM: Gabriel Perez, Development Services Director
SUBJECT: A & G Mart Conditional Use Permit No. 382
SPECIFICS: Adopt Resolution No. PC2024-18 to approve Conditional Use Permit No. 382 a request for liquor sales as part of a proposed 2,625 square foot market (ABC Type 20, Off-Sale Beer and Wine) in an existing commercial building located at 50-223 Cesar Chavez Street, Suite “B” in the C-N (Neighborhood Commercial) zone. A & G Mart, Inc. (Applicant) (Continuance Requested)
STAFF RECOMMENDATION:

Staff recommends that the Planning Commission continue consideration of Conditional Use Permit No. 382 until the Planning Commission meeting of July 17, 2024. Due to new information supplied by the applicant a complete staff report was unable to be prepared for the public hearing for consideration by the Planning Commission.
140
Item 7.

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