Calimesa City Council
July 20, 2026

City Council Resolution 2026-40
July 20, 2026

PASSED, APPROVED AND ADOPTED this ___ day of ________, 2026, upon the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
________________________

JEFF CERVANTEZ, MAYOR
ATTEST:
____________________________________

DARLENE GERDES, CITY CLERK

EXHIBIT A
EA 25-02 – Addendum Mitigated Negative Declaration

RESOLUTION NO. 2026-40
Exhibit “A”
Review by clicking on the following link:

Quick Quack – Environmental Assessment No. 25-02 Addendum to the previously adopted Initial Study/Mitigated Negative Declaration (IS/MND) in accordance with the California Environmental Quality Act (CEQA) Guidelines Sections 15162 and 15164

ORDINANCE NO. 421

AN ORDINANCE OF THE CITY OF CALIMESA ADOPTING ZONE TEXT AMENDMENT NO. 25-03, AMENDING CALIMESA MUNICIPAL CODE
TABLE 18.39.050 OF CHAPTER 18.39 - DOWNTOWN BUSINESS
DISTRICT, TO ALLOW AUTOMOTIVE WASHING AUTOMATED SELFSERVICE AS A CONDITIONALLY PERMITTED USE SUBJECT TO

APPROVAL OF A CONDITIONAL USE PERMIT AND FIND THE ZONE

TEXT AMENDMENT EXEMPT FROM THE CALIFORNIA

ENVIRONMENTAL QUALITY ACT PURSUANT TO CEQA GUIDELINES
SECTION 15061(B)(3)
The City Council of the City of Calimesa does ordain as follows:

Section 1. Recitals
A. The City of Calimesa’s (“City”) received an application for Zone Text Amendment (ZTA 25-03),Development Plan Review (DPR 23-01), Conditional Use Permit (CUP 23-01), and Tentative Parcel Map (TPM 39386) to facilitate the development of a Quick Quack Car Wash and associated site improvements on property located at 1168 Calimesa Boulevard (APN: 411-190-042, 045) (the "Project"); and
B. Zone Text Amendment No. 25-03 proposes to amend Table 18.39.050 of Chapter

18.39 of the Calimesa Municipal Code to allow Automotive Washing, Automated Self-Service as a conditionally permitted use within the Downtown Neighborhood Commercial zone subject to approval of a Conditional Use Permit.

C. The proposed Zone Text Amendment is necessary to facilitate consideration of the proposed automotive washing facility and to establish a discretionary review process for such uses within the Downtown Business District.

D. On June 8, 2026, the Planning Commission of the City of Calimesa held a duly noticed public hearing on Zone Text Amendment 25-03 related to Ordinance No. 421 (“Ordinance”) at which time all persons interested in the Ordinance had the opportunity and did address the Planning Commission on these matters. Following the receipt of public testimony the Planning Commission closed the public hearing. At the conclusion of the Planning Commission hearing and after due consideration of the testimony, the Planning Commission adopted Resolution No. 2026-08 recommending that the City Council approve the Ordinance.

E. On, July 20, 2026, the City Council of the City of Calimesa held a duly noticed public hearing on the Ordinance, at which time all persons interested in the Ordinance had the opportunity and did address the City Council on these matters. Following the receipt of public testimony the City Council closed the public hearing and duly considered the written and oral testimony received.

F. All legal preconditions to the adoption of this Ordinance have occurred.

Section 2. The Recitals set forth above in Section 1 are true and correct and incorporated herein as if set forth in full.

Section 3. A new definition is hereby added to Chapter 18.10 (Definitions) of Title 18 (Zoning, Land Use and Development Regulations) of the Calimesa Municipal Code to read as follows with all other provisions of Chapter 18.10 to remain the same:

"Automotive Washing, Automated Self-Service" means a facility designed and operated for the washing, cleaning, or detailing of motor vehicles utilizing automated equipment, self-service equipment, or a combination thereof, whether attended or unattended, and may include vacuum stations and related accessory uses.” Section 4. Table 18.39.050 (Downtown Business District Permitted Uses) of Chapter

18.39 (Downtown Business District) of the Calimesa Municipal Code is hereby amended to allow Automotive Washing, Automated Self-Service as a conditionally permitted use subject to approval of a Conditional Use Permit (CUP) within the Downtown Neighborhood Commercial zone to read as follows with all other provisions in Table 18.39.050 to remain the same:

Automotive washing, automated self-service X XC X
Section 5. Pursuant to the California Environmental Quality Act (“CEQA”) and CEQA Guidelines, the City Council finds: that Zone Text Amendment 25-03 is exempt from CEQA pursuant to CEQA Guidelines 15601(B)(3) because the project is covered by the general rule that CEQA applies to projects that have the potential for causing a significant effect on the environment. The project only amends certain language within the Calimesa Municipal Code.

Section 6. Effective Date; Publication. This ordinance shall take effect 30 days after its final passage, and within 15 days after its passage, the City Clerk shall cause this ordinance or a summary hereof to be published and/or posted as required by law and by the City's ordinances and resolutions.

INTRODUCED AND PASSED UPON FIRST READING on____________, 2026, by title only, upon the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

PASSED, APPROVED AND ADOPTED on __________,2026 upon the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

JEFF CERVANTEZ, MAYOR

ATTEST:

DARLENE GERDES, CITY CLERK
APPROVED AS TO FORM:

STEVEN FLOWER, CITY ATTORNEY

CC RESOLUTION 2026-41

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CALIMESA APPROVING TENTATIVE PARCEL MAP 39386 TO SUBDIVIDE
APPROXIMATELY 5.24 GROSS ACRES INTO TWO PARCELS FOR A
PROPOSED AUTOMOBILE WASHING FACILITY LOCATED AT 1168
CALIMESA BLVD (APNS: 411-190-042, 045)
The City Council of the City of Calimesa hereby finds and determines that:

WHEREAS, Fountainhead Development on behalf of Quick Quack Car Wash (“Applicant”) has submitted an application for Tentative Parcel Map No. 39386 (“TPM 39386”) to the City of Calimesa (“City”) requesting approval to subdivide approximately 5.24 gross acres into two legal parcels (the “Project”) located at 1168 Calimesa Boulevard on certain real property located on APNS: 411-190-042 and 411-190-045; and
WHEREAS, the application for TPM 39386 was submitted concurrently with an application by Fountainhead Development for Environmental Assessment 25-02, Zone Text Amendment 25-03, Conditional Use Permit 25-01 and Major Development Plan Review 25-01; and WHEREAS, the proposed subdivision is intended to facilitate development of a future automobile washing facility and associated site improvements; and
WHEREAS, TPM 39386 is processed in accordance with the California Subdivision Map Act, Government Code Section 66410, and the Calimesa Municipal Code; and WHEREAS, the proposed subdivision has been reviewed for consistency with the City of Calimesa General Plan, applicable zoning regulations, and applicable development standards; and WHEREAS, the City of Calimesa Planning Department on May 15, 2026 caused to be published a legal notice in the Yucaipa-Calimesa News Mirror, a local paper of general circulation, indicating the date, time, and location of the Planning Commission public hearing on the proposed TPM 39386; and WHEREAS, not less than twenty days prior to the public hearing, the City also distributed copies of the Public Hearing Notice to servicing utilities, adjacent public agencies, Native American Tribes; and in addition, copies of the Notice were distributed via United States Postal Service to local agencies, property owners within a 600-foot radius of the Project site in accordance with state law, and other interested parties; a 6’ x 6’ Public Hearing Notice Sign was installed on the project site, and the Public Hearing Notice was also posted on the City’s website, at City Hall, and at the Calimesa library; and WHEREAS, on June 8, 2026, the Planning Commission held a duly noticed public hearing at a meeting to consider the application for the Project and following the receipt of all testimony, closed the public hearing; and
WHEREAS, based on the public testimony presented at the June 8, 2026 Planning Commission meeting, the Planning Commission adopted PC Resolution No. 2026-07 through 2026-10 recommending approval of Environmental Assessment No. 25-02, Zone Text Amendment No. 25-03, Development Plan Review No. 25-01, Conditional Use Permit No. 25-01, and Tentative Parcel Map No. 39386; and, WHEREAS, on July 20, 2026, the City Council held a duly noticed public hearing regarding the Project, at which hearing all persons interested in the matter were permitted to speak; after which the City Council considered all of the testimony provided and evidence in the administrative record; and WHEREAS, all legal preconditions have been satisfied; and

WHEREAS, prior to making a decision on this Project, the City Council reviewed and considered the Initial Study/Mitigated Negative Declaration, as supplemented by the CEQA Addendum prepared for the Project, all of which are hereby incorporated by reference.

NOW, THEREFORE, the City Council of the City of Calimesa does hereby find, determine, resolve and order as follows:

Section 1. The City Council finds that the recitals contained in this Resolution and the information contained in the attached exhibits are true and correct.

Section 2. Based on the whole of the administrative record, including the application, Staff Report, supporting documents, and public testimony received during the duly noticed public hearing, the City Council finds that Tentative Parcel Map No. 39386 is consistent with the goals, policies, and land use designations of the City of Calimesa General Plan, the Calimesa Municipal Code, including the Zoning Ordinance as amended by Zoning Text Amendment No. 25-03, and the requirements of the City's Subdivision Ordinance and the California Subdivision Map Act.

Section 3. The City Council finds that, pursuant to Public Resources Code section 21166 and CEQA Guidelines section 15164, preparation of an Addendum to the certified Mitigated Negative Declaration is appropriate because only minor technical changes have resulted from the proposed project, and none of the circumstances requiring preparation of a subsequent or supplemental environmental document are present.

Section 4. Based on the findings contained in Sections 1 through 3 of this Resolution and the evidence contained in the administrative record, the City Council hereby approves Tentative Parcel Map No. 39386, subject to the Conditions of Approval attached hereto as Exhibit A and incorporated herein by this reference. The effectiveness of the approval of Tentative Parcel Map No. 39386 shall be contingent upon the effective date of Ordinance No. 421, approving Zoning Text Amendment No. 25-03.

PASSED, APPROVED AND ADOPTED on __________,2026 upon the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

JEFF CERVANTEZ, MAYOR
ATTEST:
____________________________________________

DARLENE GERDES, CITY CLERK

EXHIBIT A
TENTATIVE PARCEL MAP 39386
CITY COUNCIL RESOLUTION 2026-41

CONDITIONS OF APPROVAL
# Conditions of Approval Department

GENERAL CONDITIONS

1.01 This conditionally approved Tentative Tract Map shall expire twenty-four (24) months from the date of approval, unless extended as provided for in Section

17.15.020 of the Calimesa Municipal Code.

Planning

1.02 Details shown on the Tentative Tract Map are not necessarily approved. Any details that are inconsistent with City ordinances, these conditions of approval, or the City Engineer's current subdivision design guidelines must be specifically approved in the Final Tract Map or on the improvement plans.

However, the proposed project shall substantially conform with the submitted Tentative Tract Map approved by the City Council on July 20, 2026, which is on file with the Community Development Department, except as herein modified, during plan check if such modifications are in substantial conformance to the approved Tentative Tract Map and consistent with the provisions of the Calimesa Municipal Code and/or other applicable regulations.

Planning

1.03 Approval of Tentative Tract Map 39386 is contingent upon the property owners and the applicant signing and returning to the Community Development Department the “Acknowledgement and Agreement to Conditions of Approval” form at the end of this exhibit. No building permits or other permits or approvals shall be issued by the City until compliance with this condition.

Planning

1.04 As a condition of approval of Tentative Tract Map 39386, the developer agrees to indemnify, protect, defend, and hold harmless the City, and agency or instrumentality thereof, and its elected and appointed officials, officers, employees and agents, from and against any and all liabilities, claims, actions, causes or action, proceeding, suits, damages, judgments, liens, levies, costs and expenses of whatever nature, including reasonable attorney's fees and disbursements (collectively, "Claims") arising out of or in any way relating to the issuance of the entitlement, any actions taken by the City related to this entitlement or the environmental review conducted under the California Environmental Quality Act, Public Resources Code Section 21000 et seq., for this entitlement and related actions.

Planning

1.05 Any proposed phasing of project components shall be submitted for review and approval by the Community Development Department and the City Engineer.

Planning

1.06 The Developer shall obtain City approval for any modifications or revisions to the approval of this project. Deviations not identified on the plans may not be approved by the City, potentially resulting in the need for the project to be redesigned. Consequently, amended entitlement approvals may be necessary.

Planning

1.07 The developer shall demonstrate compliance with all requirements of the Yucaipa Valley Water District Preliminary Project Service Evaluation Letter dated September 9, 2025.

Planning

1.08 The Community Development Department shall review and approve the height, location, and aesthetic design of any fences, retaining, and/or garden walls.

Planning

1.09 The project shall comply with all Development Plan Review (DPR) 25-01 Conditions of Approval associated with this property.

All

1.10 The Developer shall obtain City approval for any modifications or revisions to the approval of this project. Deviations not identified on the plans may not be approved by the City, potentially resulting in the need for the project to be redesigned. Consequently, amended entitlement approvals may be necessary.

All

1.11 All Ordinances, Policy Resolutions, and Standards of the City in effect at the time this project is approved shall be complied with as a condition of this approval.

All

1.12 City project account review shall be performed to determine if any outstanding fees are owed, and subsequent fees shall be paid prior to the following actions: 1) Map recordation; 2) Issuance of any permits (building, encroachment, grading, etc.); 3) Acceptance of improvements; and 4) Occupancy release
All

1.13 The applicant is required to provide for the perpetual maintenance of the following items: 1) Onsite private drainage facilities including storm drain pipes, inlets, concrete v-gutters, curb and gutters and retention basins/underground infiltration chambers 2) On-site private sewer and water facilities; 3) On-site drive isles, parking areas, signing and striping, landscaping, walls, and fences; 4) Maintenance responsibilities to comply with the approved Water Quality Management Plan (WQMP) and continuing maintenance of the Best Management Practices.

Engineering
and Planning

1.14 All approved grading, improvement plans and project reports, including revisions to approved documents, shall be submitted to the City in electronic format prior to issuance of permits.

Engineering

1.15 Contractors are required to arrange for a pre-construction meeting concurrently with the issuance of any permits.

Engineering

1.16 All retaining and perimeter walls shown on a grading plan require separate plan check, permits and inspections from the City’s Building Department.

Engineering

1.17 Developer shall employ a qualified professional engineering firm to perform design services. All construction plans shall be prepared on 24”X36” drawing sheets with the City standard title block.

Engineering

1.18 Project improvement plans and reports shall be submitted for plan check to the Engineering Department for review and approval by the City Engineer. Private improvement plans shall be submitted as a complete package including grading, erosion, street, signing and striping, drainage, sewer, water, hydrology and hydraulics study, soils report, WQMP & SWPPP reports, reference and backup documents and any other plans or reports as required by these conditions of approval. Incomplete submittals shall be rejected. Plan check fees/deposits shall be submitted, with the plan check submittal package, based on the latest adopted fee schedule.

Engineering

1.19 Any utility conflicts or changes to the approved plans that occur during construction shall be approved by the City Engineer. If City Engineer deems necessary, construction work in the area of the conflict shall stop until the project engineer has submitted appropriate solutions to the City for review and approval.

Engineering

1.20 No utility boxes, pedestals, clean outs, manholes, vaults or other impediments shall be installed within the public sidewalk area; all shall be located within the parkway or other location as approved by the City Engineer.

Engineering

PRIOR TO MAP RECORDATION

2.01 Final parcel map shall be prepared by, or under the direction of, a Registered Civil Engineer authorized to practice land surveying, or a Licensed Land Surveyor and shall comply with the California Subdivision Map Act and to all the requirements of Title 13 of the Calimesa Municipal Code (City of Calimesa Subdivision Ordinance), unless modified by the conditions listed below. Final map shall be reviewed by the City Engineer and approved by the City Council prior to being filed with the County Recorder.

Engineering

2.02 A preliminary subdivision guarantee (title report) is required showing all fee interest holders and encumbrances when the final map is submitted for map check. An updated subdivision guarantee shall be provided before the final map is released for filing with the County Recorder.

Engineering

2.03 The final map shall be recorded prior to the issuance of any permits.

Engineering
and Planning
PRIOR TO MAP RECORDATION – ROW, DEDICATION, AND EASEMENTS

2.04 Approval for the filing of this land division is contingent upon approval of plans and specifications based on the conditions of approval presented herein and the final version of Tentative Map.

All

2.05 The final map shall have adequate reservations of public ingress and egress as well as public and/or private utility easements and abandonment of existing utility easements to the satisfaction of the City Engineer. The Developer shall be responsible for contacting all utility providers to establish appropriate easements to provide services to all lots.

Engineering

2.06 All existing easements or dedications shall be quitclaimed or vacated as required to comply with the approved tentative tract map. Engineering

2.07 Prior to recordation, Developer shall install survey monuments as shown on the final map or shall provide a monumentation cash deposit (or acceptable surety as allowed by the City Engineer) to allow the map to record prior to the placement of monumentation. Surety amount shall be determined by Developer’s Engineer/Surveyor and shall be documented in written form.

Engineering
PRIOR TO MAP RECORDATION – CC&R’S

2.08 The Applicant will amend the existing CC&R's as applicable to allow for the proposed project.

Engineering
and City
Attorney

2.09 The CC&R’s shall include provisions for providing access to public utilities for maintenance of their facilities within the project area.

Engineering
and City
Attorney

2.10 The CC&R’s shall include provisions to implement the approved Water Quality Management Plan. The Property Owner shall be responsible for ongoing maintenance of all common area BMP’s and water quality measures.

Engineering
and City
Attorney
PRIOR TO GROUND DISTURBING ACTIVITY – GENERAL

3.01 Developer shall comply with Assembly Bill 1414 (AB 1414) of the Business and Professions Code of the Land Surveyors Act as required to preserve existing monuments and survey control.

Engineering

3.02 Prior to issuance of a precise grading permit, final landscape & irrigation plans shall be submitted to Public Works/Engineering Department for approval to ensure that proposed trees do not conflict with utilities, signs, lights, line of sight, etc. Trees shall be located to maintain the following clearances: 5-ft from dry utilities, 10 feet from wet utilities (i.e. sewer and water laterals and main lines, fire hydrants, detector check assemblies, storm drain mains and laterals, catch basins, inlets, etc.), 15-ft from street lights and public street signs, and trees shall not block line of sight at street intersections or project driveways.

Variation to these minimum clearances require approval form the City Engineer.

Engineering
and Planning

3.03 Prior to issuance of a grading permit, construction documents shall include language that requires all construction contractors to strictly control the staging of construction equipment and the cleanliness of construction equipment stored or driven beyond the limits of the construction work area. When possible, construction equipment shall be parked and staged within the project site.

Staging areas shall be screened from view from residential properties.

Vehicles shall be kept clean and free of mud and dust before leaving the development site. Surrounding streets shall be swept daily and maintained free of dirt and debris.

Engineering
PRIOR TO GROUND DISTURBUNG ACTIVITY – GRADING

3.04 Prior to issuance of a grading or drainage improvement permit, all plans and reports associated with grading, erosion, drainage, water quality & water treatment, water retention/detention and best management practices shall be approved by the City Engineer.

Engineering

3.05 Grading and erosion control plans shall include provisions to avoid adverse effects caused by rain, wind, or other weather conditions. Erosion and sediment control plans will be prepared and accomplished according to the best management practices as defined in the Riverside County Drainage Area Master Plan and as required by the National Pollutant Discharge Elimination System (NPDES).

Engineering

3.06 Precise grading plans for the project shall include specific requirements from the approved geotechnical reports regarding cuts, fills, over-excavation, and compaction requirements.

Engineering

3.07 Geotechnical engineer shall sign and seal all grading plans indicating the respective plan set complies with the recommendations of the comprehensive soils and geotechnical reports.

Engineering

3.08 Developer shall provide notarized written permission from off-site landowner(s) prior to commencing grading on off-site properties. Engineering

3.09 The grading plans shall include provisions to ensure that grading will be conducted in accordance with the South Coast Air Quality Management District's Rule 403, as applicable.

Engineering

3.10 Dust control operations shall be performed by the Contractor to comply with all Air Quality Management District regulations regarding dust control and to the satisfaction of the City Engineer. The City shall have the authority to suspend all construction operations if, in their opinion, the Contractor fails to adequately provide for dust control.

Engineering

3.11 Project shall include recycling facilities per current California state standards and to the satisfaction of the Public Works Director. Engineering

PRIOR TO GROUND DISTURBING ACTIVITY - STORM DRAIN, HYDROLOGY, AND WQMP

3.12 Per the State Water Resources Control Board, construction activity resulting in a land disturbance of one acre or more, or less than one acre but part of a larger common plan of development or sale must obtain the Construction Activities Storm Water General Permit (General Permit). Prior to issuance of grading permits, the Subdivider shall submit a copy of the Notice of Intent (NOI), indicating that coverage has been obtained, to the City Engineer and Building Official. The Subdivider shall include notes on the grading plans indicating that the project will be implemented in compliance with the Statewide Permit for General Construction Activities.

Engineering

3.13 A Storm Water Pollution Prevention Plan (SWPPP) shall be approved and maintained throughout the scope of the project. Copies shall be available at the job site at all times.

Engineering

3.14 Developer shall submit a Water Quality Management Plan (WQMP) for review and approval of the City Engineer. WQMP facilities shall be designed based on the Guidelines contained in the sample Riverside County WQMP documents latest edition, available on the Santa Ana Regional Water Quality Control Board Website. The WQMP shall provide for the treatment of the first flush runoff from the project as well as reducing the discharge from the project to predevelopment levels.

Engineering

3.15 This project is subject to all of the requirements of the Municipal Storm Water and Sanitary Sewer System (MS4) permits issued by the Santa Ana Regional Water Quality Control Board and all subsequent permits to which the City is a signatory.

Engineering

3.16 This project is within a priority land use as defined by California Regional Water Quality Control Board Santa Ana Region Water Code Section 13383 (Trash Provisions) and will be required to install, operate, and maintain full trash capture systems for all storm drains within or adjacent to the project. The Final WQMP shall include the design, specifications, and operation/maintenance procedures of the trash capture systems to state requirements and to the satisfaction of the City Engineer.

Engineering

PRIOR TO SURETY RELEASE OR ACCEPTANCE IMPROVEMENTS

4.01 Permanent survey monuments shall be set at tract boundaries, lot boundaries, the intersection of street centerlines, beginning and end of curves in centerlines, and at other locations designated by the City Engineer. All monuments shall be placed in accordance with standard survey practices. A complete set of all street centerline ties shall be submitted to the City Engineer for review and approval.

Engineering

4.02 Developer shall file a letter with the SWRCB or submit information to the SMART System stating that the construction activity is complete. A copy of this letter shall be submitted to the City prior to acceptance of improvements.

Engineering

4.03 All catch basins and storm drain inlet facilities shall be stenciled with the appropriate "No Dumping, Only Rain in the Drain" message. Engineering

4.04 The final recorded map and all approved improvement plans and revisions to approved plans shall be submitted to the City Engineer in both full sized mylars and electronic format. As-built drawings necessary to document field construction changes shall be provided to the City in electronic format and on revised mylars prior to acceptance of improvements or surety release.

Engineering

4.05 Developer shall be responsible for research on private utility lines (gas, electric, telephone, cable, internet, etc.) to ensure there are no conflicts with site development. All existing utility lines that conflict with this project shall be relocated, removed, or sealed as directed by City Engineer.

Engineering
Acknowledgement and Agreement to Conditions of Approval As the Property Owner and Applicant(s) I (we) do hereby acknowledge that these Conditions of Approval have been read, fully understood and are hereby accepted. ______________________________ ______________________________ Applicant Signature Date
______________________________ ______________________________ Property Owner Date

EXHIBIT B
TENTATIVE PARCEL MAP 39386

CALIMESA BLVD.

MYRTLEWOOD
DR.

INTERSTATE FWY 10

STOP T NO PARKING
NO
PARKING PARCEL 1 ±130,680 SQ. FT. / ±3.00 ACRES PARCEL 2 ±98,010 SQ. FT. / ±2.25 ACRES DRAWN:

DATE:

CHECKED:

DATE:

REVISION #:

DATE:

JOB NO:

THE SHOPPES AT CALIMESA
2424 SE BRISTOL ST., STE 240, NEWPORT BEACH, CA 92660 QQ0114 FOUNTAINHEAD SHRUGGED, LLC 1
Santa Ana
San Luis Obisbo
Sacramento
Riverside
Denver
Boise
Dallas Since 1964

ENGINEERING ENVIRONMENTAL BUILDING LAND ASSOCIATES &
701 North Parkcenter Drive
Santa Ana, CA 92705
p: 714.560.8200
www.tait.com
TENTATIVE MAP 1
GJ
10/29/2025
MF
10/29/2025 TENTATIVE PARCEL MAP NO. 39386 IN THE CITY OF CALIMESA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA BEING A SUBDIVISION OF PARCEL 1 OF PARCEL MAP NO. 35667, IN BOOK 231, PAGE 15 TO 17 OF PARCEL MAPS. TAIT & ASSOCIATES, INC. MARCH, 2025 PRELIMINARY TITLE REPORT: TITLE COMPANY: CHICAGO TITLE COMPANY TITLE ORDER NO. : FBSC2502218 COMMITMENT DATE: MARCH 5, 2025 TITLE OFFICER: JOHN BALASSI E-MAIL: [email protected] PRO FORMA LEGAL DESCRIPTION: THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE CITY OF CALIMESA, COUNTY OF RIVERSIDE, STATE OF CALIFORNIA AND IS DESCRIBED AS FOLLOWS: PARCEL 1 OF PARCEL MAP NO. 35667, IN THE CITY OF CALIMESA,COUNTY OF RIVERSIDE,STATE OF CALIFORNIA, AS PER MAP FILED IN BOOK 231, PAGE(S) 15 TO 17 OF PARCEL MAPS, RECORDS OF SAID COUNTY. EXCEPTINGTHEREFROMALL MINERALS,OILS,GASESAND OTHERHYDROCARBONSBY WHATSOEVERNAME KNOWN THAT MAY BE WITHIN OR UNDER THE PARCEL OF LAND HEREINABOVEDESCRIBED,WITHOUT HOWEVER,THE RIGHTTO DRILL,DIG OR MINETHROUGHTHESURFACEOF THEREOF,AS RESERVEDIN THE DEED RECORDED DECEMBER 6, 1965 AS INSTRUMENT NO. 13997 OF OFFICIAL RECORDS. EXISTING PROPERTY LINE LEGEND: STREET CENTER LINE EXISTING EASEMENT LINE EXISTING RIGHT-OF-WAY LINE VICINITY MAP NOT TO SCALE MYRTLEWOOD DR SITE CALIMESA BLVD. BENCHMARK: BM ID: C-38 DESCRIPTION: BRASS DISK IN TOP OF CONCRETE POST. IN A MEDIAN STRIP PLANTER AREA AT THE "T" JUNCTION OF CALIMESA BLVD. & MYRTLEWOOD DR. 73 FEET EAST OF CALIMESA BLVD., 21 FEET NORTH OF THE EAST BOUND LANE OF MYRTLEWOOD, 40 FEET EAST OF THE WEST END OF THE PLANTER, 1 FOOT EAST OF A MARKER POST. ELEVATION: 2407.989 (NGVD29 DATUM) BASIS OF BEARINGS: THE BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF CALIMESA BOULEVAD AS SHOWN ON PARCEL MAP NO. 35667, FILED IN BOOK 231, PAGES 15-17 OF PARCEL MAPS, BEING NORTH 21°56'55" WEST. PROPOSED PARCEL LINE N 1 EASEMENT IN FAVOR OF REDLANDS AND YUCAIPA WATER COMPANY FOR THE PURPOSE OF RIGHT OF WAY PURPOSES RECORDED DATE MARCH 12, 1913 IN BOOK 373, PAGE 56, OF DEEDS. RECORDED DATE: MARCH 27, 1916 IN BOOK 440, PAGE 61, OF DEEDS. (EASEMENTS ARE NOT PLOTTABLE FROM RECORD) 2 EASEMENT IN FAVOR OF REDLANDS AND YUCAIPA LAND COMPANY, A CORPORATION FOR THE PURPOSE OF EXCLUSIVE RIGHT OF WAY FOR AND THE EXCLUSIVE RIGHT TO CONSTRUCT, MAINTAIN, OPERATE AND REPAIR RAILROADS, TRAMWAYS, TELEPHONE AND ELECTRIC LIGHT AND POWER LINES OF ALL KINDS RECORDED DATE NOVEMBER 21, 1921 IN BOOK 549, PAGE 294, OF DEEDS. (EASEMENTS ARE NOT PLOTTABLE FROM RECORD) 3 THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND RECORDED JUNE 22, 1949 IN BOOK 1086, PAGE 189, O.R. RECORDING DATE: JUNE 10, 1963 AS INSTRUMENT NO. 59895, OFFICIAL RECORDS (PLOTTED HEREON) 4 WAIVER OF ANY CLAIMS FOR DAMAGES TO SAID LAND BY REASON OF THE LOCATION, CONSTRUCTION, LANDSCAPING OR MAINTENANCE OF THE STREET OR HIGHWAY ADJOINING SAID LAND, RECORDED JUNE 22, 1949 IN BOOK 1086, PAGE 189, O.R. RECORDED JUNE 10, 1963 AS INSTRUMENT NO. 59895, O.R. (SAME AS EASEMENT 3) 5 THE OWNERSHIP OF SAID LAND DOES NOT INCLUDE RIGHTS OF ACCESS TO OR FROM THE STREET, HIGHWAY, OR FREEWAY ABUTTING SAID LAND, RECORDED DECEMBER 6, 1965 AS INSTRUMENT NO. 136997, O.R. (PLOTTED HEREON) 6 EASEMENT IN FAVOR OF AUSTIN PACIFIC INDUSTRIES FOR THE PURPOSE OF WATER LINE, RECORDED JULY 8, 1975 AS INSTRUMENT NO. 80850, O.R. (PLOTTED HEREON) 7 EASEMENT IN FAVOR OF YUCAIPA VALLEY COUNTY WATER DISTRICT FOR THE PURPOSE OF SEWER LINES AND RIGHT OF INGRESS AND EGRESS RECORDED SEPTEMBER 24, 1985 AS INSTRUMENT NO. 214473, O.R. (PLOTTED HEREON) 8 EASEMENT IN FAVOR OF YUCAIPA VALLEY COUNTY WATER DISTRICT FOR THE PURPOSE OF SEWER LINES AND INGRESS AND EGRESS AND RIGHTS INCIDENTAL THERETO RECORDED DECEMBER 18, 1985 AS INSTRUMENT NO. 285036, O.R. (PLOTTED HEREON) 9 COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS RECORDED NOVEMBER 18, 2008 AS INSTRUMENT NO. 2008-0609270, O.R. (BLANKET IN NATURE, AFFECTS ALL PARCELS PER PARCEL MAP NO. 35667, PMB 231/15-17) 10 EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA EDISON COMPANY, A CORPORATION FOR THE PURPOSE OF UNDERGROUND ELECTRICAL SUPPLY SYSTEMS AND COMMUNICATION SYSTEMS, RECORDED JUNE 3, 2009 AS INSTRUMENT NO. 2009-0280111, O.R. (EASEMENTS ARE NOT PLOTTABLE FROM RECORD) 11 EASEMENT IN FAVOR OF SOUTHERN CALIFORNIA GAS COMPANY, A CALIFORNIA CORPORATION FOR THE PURPOSE OF PUBLIC UTILITIES, RECORDED OCTOBER 15, 2012 AS INSTRUMENT NO. 2012-0489941, O.R. (EASEMENTS ARE NOT PLOTTABLE FROM RECORD) EXISTING EASEMENTS: PROPOSED EXISTING (P) (E)

CC RESOLUTION 2026-42

A RESOLUTION OF CITY COUNCIL OF THE CITY OF CALIMESA
APPROVING MAJOR DEVELOPMENT PLAN REVIEW 25-01 AND
CONDITIONAL USE PERMIT 25-01 TO ALLOW THE CONSTRUCTION
AND OPERATION OF A NEW 3,362 SQUARE FOOT QUICK QUACK

CAR WASH FACILITY WITH AUTOMATED EXPRESS CAR WASH

TUNNEL, VACUUM STATIONS WITH CANOPY STRUCTURES,

ASSOCIATED PARKING AND CIRCULATION IMPROVEMENTS,

LANDSCAPING, AND RELATED SITE IMPROVEMENTS ON AN
APPROXIMATELY 3.0 ACRE PROPERTY LOCATED AT 1168

CALIMESA BOULEVARD IN THE DOWNTOWN NEIGHBORHOOD
COMMERCIAL (DNC) ZONE DESIGNATION (APN:411-190-042, and 045 )
The City Council of the City of Calimesa hereby finds and determines that:

WHEREAS, Fountainhead Development (the “Applicant”) on behalf of Quick Quack Car Wash has submitted a Major Development Plan Review (DPR 25-01) and Conditional Use Permit (CUP 25-01) application to the City of Calimesa (the “City”) for the construction and operation of a new 3,362 square foot car wash facility with automated express car wash tunnel, vacuum stations with canopy structures, associated parking and circulation improvements, landscaping, and related site improvements on an approximate 3.0-acre site (the “Project”) located within the Downtown Neighborhood Commercial zoning designation at 1168 Calimesa Boulevard, Calimesa CA 92320 (APN: 411-190-042 and 045); and, WHEREAS, in addition to the Major Development Plan Review (DPR 25-01) and Conditional Use Permit (CUP 25-01), the Applicant has also requested approval of a Zone Text Amendment (ZTA 25-01), and separately a Tentative Parcel Map (TPM 39386), to modify the permitted uses table of the Downtown Business District zone to facilitate the establishment and operation of the proposed automotive washing self- service use within the Downtown Neighborhood Commercial (DNC) zone designation as a Conditionally Permitted Use; and,
WHEREAS, Conditional Use Permit 25-01 is for the operation of an automated self-service car wash facility; and,
WHEREAS, pursuant to Calimesa Municipal Code 18.90.040 all new commercial, administrative and professional office, industrial, and institutional development, including rebuilding of a structure from a demolition require approval of a Major Development Plan Review; and, WHEREAS, Development Plan Review 25-01 is for the design and layout of the project, including the development of a new 3,362 square foot car wash facility with automated express car wash tunnel, vacuum stations with canopy structures, associated parking and circulation improvements, landscaping, and related site improvements; and,
WHEREAS, the proposed new construction will be designed to be consistent with the Downtown Commercial Architecture Design Guidelines established for the Downtown Business District; and, WHEREAS, the proposed project meets the minimum development standards for development in the DNC zoning district, including those listed in Downtown Business District Code Section 18.39.090, Table 18.39.090(1), which regulates maximum building Floor Area Ratio (FAR), building placement, height, maximum and minimum setbacks, required lot width and depth, frontages, and allowed encroachments; and

City Council Resolution 2026-42
July 20, 2026

WHEREAS, as lead agency the City of Calimesa under the California Environmental Quality Act (CEQA), previously prepared an Initial Study/Mitigated Negative Declaration (ISMND) for the Shopping Center, and an Addendum to the ISMND has been prepared to evaluate the Project as proposed, which concludes that the Project does not result in any new or more severe significant environmental impacts beyond those previously analyzed in the ISMND; and,
WHEREAS, the City of Calimesa Planning Department on May 15, 2026 caused to be published a legal notice in the Yucaipa-Calimesa News Mirror, a local paper of general circulation, indicating the date and time of the public hearing in compliance with state law concerning the Project, and mailed said public hearing notice to each property owner within a 600-foot radius of the project site in accordance with state law; and,
WHEREAS, on June 8, 2026, the Planning Commission held a duly noticed public hearing to consider the application for the Project and following the receipt of all testimony, closed the public hearing; and,
WHEREAS, based on the public testimony presented at the June 8, 2026 Planning Commission meeting, the Planning Commission adopted PC Resolution No. 2026-07 through 2026-10 recommending approval of Environmental Assessment No. 25-02, Zone Text Amendment No. 25-03, Development Plan Review No. 25-01, Conditional Use Permit No. 25-01, and Tentative Parcel Map No. 39386; and, WHEREAS, on July 20, 2026, the City Council held a duly noticed public hearing regarding the Project and the Addendum, at which hearing all persons interested in the matter were permitted to speak; after which the City Council considered all of the testimony provided and evidence in the administrative record; and
NOW, THEREFORE, the City Council of the City of Calimesa does hereby find, determine and resolve as follows:

Section 1. The City Council finds that the recitals contained in this Resolution and the information contained in the attached exhibits are true and correct.

Section 2. The City Council, in approving Major Development Plan Review 25-01, finds based upon the evidence in the administrative record as follows:
(a) The Major Development Plan Review application is consistent with the City's General Plan, applicable specific plans, zoning, and all federal, state, and local laws and regulations. The Project consists of the construction and operation of a new 3,362-square-foot Quick Quack express car wash facility, including an automated car wash tunnel, pay stations, vacuum canopies, vacuum equipment enclosures, parking, landscaping, and related site improvements on approximately 3.0 acres located at 1128 Calimesa Boulevard. The site is designated Downtown Neighborhood Commercial (DNC), and vehicle service uses are conditionally permitted subject to approval of a Conditional Use Permit and the associated Zone Text Amendment. The Project has been designed in accordance with applicable development standards of the Calimesa Municipal Code and is consistent with the goals and policies of the General Plan.
(b) The design of the site plan is safe, functional, and environmentally sensitive to the surrounding properties. Grading, where required, minimizes any potential environmental damage to the greatest extent possible. For purposes of making this finding, consideration shall be given, but not limited, to the following:

City Council Resolution 2026-42
July 20, 2026

1) Orientation and location of buildings and open space. The proposed car wash building is centrally located on the site and is oriented to provide efficient vehicle circulation through the automated wash tunnel while maintaining landscaped setbacks along Calimesa Boulevard and adjacent property lines. Open space and landscaping areas are distributed throughout the site, including perimeter landscape buffers, parking lot landscaping, and enhanced streetscape improvements. Approximately 25,698 square feet of landscaping is provided.
2) Vehicle access. Vehicular access is provided from existing driveways along Calimesa Boulevard through a shared access system serving the commercial properties in the area. The site plan provides clearly defined ingress and egress points, stacking lanes, pay stations, directional signage, and internal circulation routes that safely accommodate customer vehicles entering and exiting the car wash facility.
3) Circulation, parking, and loading. The project includes dedicated employee parking spaces, accessible parking, bicycle, vehicle stacking lanes, and thirty vacuum stalls. Internal circulation has been designed to accommodate vehicle queuing and movement through the facility without adversely impacting adjacent properties or public streets.
4) Building heights. The maximum building height in the DNC is 3 stories. The proposed car wash building has a maximum height of approximately 20 feet 8 inches, with an architectural tower element reaching approximately 29 feet. The Project remains substantially below the maximum height permitted within the zoning district.
5) Design of walls and fences. The Project includes decorative masonry walls, trash enclosures, vacuum equipment enclosures, and screening elements that are integrated into the architectural design of the facility. These features provide visual screening and contribute to an attractive and cohesive site design.
6) Preservation of natural landforms and vegetation. Site grading has been minimized to the extent feasible to accommodate development while maintaining compliance with applicable engineering and drainage requirements.
7) Protection and enhancement of historic, archeological, and cultural resources. No known historic, archeological, or cultural resources have been identified on the subject property. 8) Minimization of environmental impacts. With the mitigation of biological resources as required by the Initial Study/Mitigated Negative Declaration, all environmental impacts have been mitigated to below a level of significance.

Biological Resources Mitigation (BIO-1). Standard best management practices (BMPs) from MSHCP Volume I, Appendix C shall be implemented, where applicable, to avoid impacts to biological resources, as follows: 1. A qualified project biologist will be available to monitor during construction activities, if active nesting birds or special status species (i.e., burrowing owl) are observed during the preconstruction surveys. 2. A condition shall be placed on grading permits requiring a qualified biologist to conduct a training session for project personnel prior to grading. The training shall include a description of the species of concern and its habitats, the general provisions of the Endangered Species Act (Act) and the MSHCP, the need to adhere to the provisions of the Act and the MSHCP, the penalties associated with violating the provisions of the Act, the general measures that are being implemented to conserve the species of concern as they related to the project, and the access routes to and project site boundaries within which the project activities must be accomplished. 3. Water pollution and erosion control plans shall be developed and implemented in accordance with Regional Water Quality Control

City Council Resolution 2026-42
July 20, 2026

Board (RWQCB) requirements. 4. The footprint of disturbance shall be minimized to the maximum extent feasible. Access to sites shall be via pre-existing access routes to the greatest extent possible. 5. Exotic species that prey upon or displace target species of concern should be permanently removed from the site to the extent feasible. 6. To avoid attracting predators of the species of concern, the project site shall be kept as clean of debris as possible. All food related trash items shall be enclosed in sealed containers and regularly removed from the site(s). 7. Construction employees shall strictly limit their activities, vehicles, equipment, and construction materials to be proposed project footprint and designed staging areas and routes of travel. The construction area(s) shall be the minimal area necessary to complete the project and shall be specified in the construction plans. Construction limits will be fenced with orange (or other visible) fencing. Exclusion fencing should be maintained until the completion of all construction activities. Employees shall be instructed that their activities are restricted to the construction areas. 8.

The Permittee (City of Calimesa) shall have the right to access and inspect any sites of approved projects, including any restoration/enhancement area for compliance with project approval conditions, including these BMPs.

Biological Resources Mitigation (BIO-2). Pre-construction Survey for Nesting Birds. All ground-disturbing activities should be conducted during the nonbreeding season for birds (approximately September 1 through February 14) to the greatest extent possible, and to prevent violations of the MBTA and California Fish and Game Code Sections 3503, 3503.5, and 3513. If activities with the potential to disrupt nesting birds are scheduled to occur during the bird breeding season (February 15 through August 13), a pre-construction survey for nesting birds shall be conducted by a qualified biologist who is experienced in the identification of avian species and conducted nesting bird surveys. The nesting survey shall include the project site, as well as adjacent areas where project activities have the potential to indirectly cause nest failure. The pre-construction survey shall be conducted no more than 3 days prior to the start of vegetation clearing and/or ground-disturbing activities that would occur during the bird breeding season. If no nesting birds are observed during the survey, site preparation and construction activities may be initiated.

If nesting birds (including nesting raptors) are found to be present, measures should be implemented to avoid potential project-related impacts. Measures shall include establishment of an exclusion (i.e., “no work”) buffer that would be maintained and monitored by the qualified biologist has determined that the juveniles have fledged and there no evidence of a second attempt at nesting, or the nest has become inactive due to other factors unrelated to the project (e.g., predation). The width of the avoidance buffer will be determined by the qualified biologist. The qualified biologist document any findings in their daily or weekly monitoring reports. Once all nesting activity has been deemed complete (i.e., no remaining active nests) by the qualified biologist, work may resume within the exclusion buffer area.

Biological Resources Mitigation (BIO-3). Burrowing Owl Pre-construction Surveys and Avoidance. Suitable habitat was detected in the proposed project area during the Step I burrowing owl habitat suitability assessment. As such, the project shall implement the following actions within and adjacent (150 meters, where accessible) to the project site where burrowing suitable habitat is present.

A qualified biologist/ornithologist shall conduct a pre-construction survey in areas suitable for burrowing owl not more than 30 days prior to initial ground-disturbing activities for each phase of construction (including vegetation clearing, site watering, equipment staging, grading, etc.) to assess whether burrowing owls have moved into or adjacent to construction work areas in the days or weeks preceding construction.

City Council Resolution 2026-42
July 20, 2026

If one or more burrowing owls have moved into the general area of construction, specifically within 300 feet of where construction activities are planned to occur, the project biologist shall immediately notify the Regional Conservation Authority (RCA), the California Department of Fish and Wildlife (CDFW), and the U.S. Fish and Wildlife Service (USFWS), and will coordinate further with RCA, CDFW, and USFWS on next steps to ensure avoidance.

If one or more burrowing owls have moved into the general area of construction, specifically within 300 feet of the project areas where work is planned to occur, full time monitoring by a qualified biologist/ornithologist shall be implemented during all construction activities until the owls have moved out of the area.

Burrowing owl occupation of (or within 300 feet of) construction work areas may require preparation of a Burrowing Owl Protection and Relocation Plan prior to initiating ground disturbance. Whether preparation of this Plan is required or not, additional avoidance/minimization measures shall be implemented (in coordination with RCA, CDFW, and/or USFWS), including but not limited to, establishment of exclusion buffers, use of hay bales to block line-of-sight between the owls and construction activities, and/or implementation of noise reduction methods.

If ground-disturbing activities occur, but the site is then left undisturbed for more than 30 days, a pre-construction survey shall again be conducted to ensure burrowing owls have not moved into or adjacent to construction work areas since these areas were last disturbed. If burrowing owl is found, the same coordination described above shall be required. 9) Fiscal and economic impacts. The addition and enhancement of services in the City will generate sales tax, provide job security, and will provide additional choices for the residents in the area.
10) Pedestrian amenities. The Project includes accessible pedestrian walkways connecting parking areas to the building and public right-of-way. Bicycle parking, landscaped walkways, and ADA-compliant pedestrian routes are provided throughout the site. (c) The architecture proposed is compatible with community standards and protects the character of adjacent development. For purposes of this finding, consideration shall be given, but not limited, to the following:
1) The scale, character, and quality of the design of the development. The project incorporates a contemporary commercial architectural design featuring decorative tower elements, varied roof forms, quality exterior materials, masonry accents, and coordinated color palettes. The building, vacuum canopies, and accessory structures have been designed as an integrated development that is compatible with surrounding commercial development and consistent with the Downtown Neighborhood Commercial character as well as the Downtown Business District Guidelines. 2) The appropriate use of design elements, including line, mass, contour, texture, and colors. The proposed development consists of a series of coordinated architectural elements, including the express wash building, vacuum canopies, pay station canopy, and accessory CMU enclosures. The primary building and accessory structures are unified through a consistent material and design palette, including CMU walls, metal canopy structures, and metal panel gate systems. The Project’s massing is organized into low-profile, horizontally oriented forms that are consistent with the site’s single-story industrial character. The express wash building provides the primary architectural volume, while the vacuum canopies and ancillary structures are intentionally subordinate in height and scale, reinforcing a clear hierarchy of uses across the site.

City Council Resolution 2026-42
July 20, 2026

3) The appropriate use of design principles, including unity, diversity, repetition, emphasis, symmetry, or asymmetry to achieve a pleasing effect. The design incorporates rhythm through the repeated structural bays of the vacuum canopies and stacking lane elements, particularly along the canopy runs shown on sheets A1.22 and A1.23. This repetition creates a strong linear order that organizes circulation and customer queuing functions. Diversity is introduced through the variation in programmatic elements, including the enclosed wash tunnel structure, open-air vacuum canopies, and utility enclosures, all of which differ in scale and openness while maintaining a consistent material palette.

The asymmetrical arrangement of site components is balanced by their functional organization and clear circulation hierarchy, resulting in a coherent and efficient site layout. 4) Harmony with surrounding structural elements. The proposed development is compatible with surrounding commercial and transportation-oriented uses, particularly given its lowprofile, single-story industrial character and drive-through operational format. The architectural expression is consistent with nearby commercial development patterns. 5) Screening of exterior structural elements. The project has been conditioned to screen all exterior mechanical equipment from public view. 6) Lighting design. The project has been conditioned to meet the City’s lighting curfew. Outdoor lighting systems shall be turned off or reduced in lighting by at least fifty percent (50%) beginning at 10:00 p.m. or close of business, whichever is later, until dawn or the opening of business, whichever is earlier.
7) Energy conservation. With modern construction techniques, the project has been designed to be energy efficient in accordance with State and local building codes. (d) The landscaping plan ensures visual relief and provides an attractive environment for the public's enjoyment and conforms to all landscape guidelines and water conservation requirements. The conceptual landscape plan has been approved by the City Landscape Architect, which required compliance with design elements that include but are not limited, to the following:
1) Location, type, size, color, texture, and coverage of plant material. 2) Provision for irrigation, maintenance, and protection of existing and proposed landscaped areas.
3) Screening of buildings and structures so as to relate them more closely to the natural environment.
4) Minimization and concealment of utility and mechanical features. 5) Preservation of native vegetation, significant ecological areas, and environmental features.
6) Water conservation.

City Council Resolution 2026-42
July 20, 2026

Section 3. The City Council, in approving Conditional Use Permit 25-01, finds based upon the evidence in the administrative record as follows:
(a) The proposed use is conditionally permitted within the subject land use district with the issuance of a Conditional Use Permit and complies with all of the applicable provisions of the Calimesa Municipal Code. The project site is located within the Downtown Neighborhood Commercial (DNC) zone.

Concurrent with Conditional Use Permit 25-01, the Applicant has requested approval of Zone Text Amendment 25-03 to allow the use of automotive washing, automated self-service, within the DNC zone subject to approval of a Conditional Use Permit. As proposed and conditioned, the project complies with the applicable provisions of the Calimesa Municipal Code and General Plan. (b) The proposed use would not impair the integrity and character of the land use district in which it is to be located. The Downtown Neighborhood Commercial zoning district is intended to accommodate a mix of commercial uses that serve residents and visitors while creating an attractive and pedestrian-oriented commercial environment. The proposed express car wash facility is compatible with the surrounding commercial development pattern and will contribute to the provision of commercial services within the City.
(c) The subject site is physically suitable for the type and intensity of land use being proposed.

The project site consists of approximately 3.0 acres and is of sufficient size to accommodate the proposed express car wash facility, including the wash tunnel, vehicle stacking lanes, vacuum stations, parking areas, landscaping, drainage facilities, and associated site improvements. The site has direct access to Calimesa Boulevard and is capable of accommodating the proposed intensity of development. (d) The proposed use is compatible with the land uses presently on the subject property. The project site is located within an established commercial area designated for commercial development by the Calimesa General Plan and Land Use Map. The proposed automated self-service car wash facility is compatible with existing commercial uses in the vicinity and with future commercial development anticipated within the area.
(e) The proposed use would be compatible with existing and future land uses within the general area in which the proposed use is to be located. The proposed express car wash facility is compatible with existing commercial uses in the vicinity and with future commercial development anticipated within the area.
(f) The proposed use is compatible in scale, mass, coverage, density and intensity with all adjacent land uses. The project consists of a one-story commercial structure, vacuum canopies, associated parking, landscaping, and site improvements designed at a scale consistent with surrounding commercial development. The project's building massing, architectural treatment, and operational characteristics are compatible with adjacent commercial properties and will not adversely affect neighboring land uses.
(g) There are adequate provisions for water, sanitation and public utilities and services to ensure that the proposed use would not be detrimental to public health and safety. The applicant has provided a Preliminary Project Service Evaluation from Yucaipa Valley Water District regarding water and sewer service and a Will Serve letter from CRR& R for Trash service. As such sanitation, public utilities, and public services pursuant to the Calimesa Municipal Code exist to serve the project. (h) There will be adequate provisions for public access to serve the subject proposal. The project will be accessed from Calimesa Boulevard through existing and proposed internal circulation improvements serving the commercial center. The site plan provides safe and efficient vehicular and

City Council Resolution 2026-42
July 20, 2026

pedestrian access, including ADA-compliant pedestrian routes, accessible parking spaces, bicycle parking, and emergency vehicle access.
(i) The proposed use is consistent with the General Plan. The proposed development provides a commercial service within an area designated for commercial uses and supports the City's objectives of promoting economic development and enhancing commercial opportunities for residents and visitors. As such, the project complies with all applicable General Plan policies and Zoning regulations.
(j) There will not be significant adverse effects upon environmental quality and natural resources. The City prepared an Addendum to the previously adopted Initial Study/Mitigated Negative Declaration for the Shoppes Shopping Center project. The addendum concluded that the project would not result in any new significant environmental impacts or substantially increase the severity of previously identified impacts.
(k) The negative impacts of the proposed use are mitigated. Potential environmental impacts associated with the project have been evaluated pursuant to CEQA in the Addendum to the Mitigated Negative Declaration and are subject to previously adopted mitigation measures and conditions of approval.
(l) The proposed location, size, design and operating characteristics of the proposed use would not be detrimental to the public interests, health, safety, convenience or welfare of the City. The design of the site is safe, functional, and environmentally sensitive to the surrounding properties and any grading, which will be minor, minimizes any potential environmental damage to the greatest extent possible. As conditioned, the project is compatible with surrounding development and will not be detrimental to the public health, safety, convenience, or welfare of the City.

Section 4: Pursuant to the California Environmental Quality Act (“CEQA”), the City Council hereby finds that the Project was processed, including but not limited to all public notices, in the time and manner prescribed by State and local law, including the CEQA (Pub. Resources Code, § 21000 et seq.) and the State CEQA Guidelines (“CEQA Guidelines”) (14. Cal. Code Regs. § 15000 et seq.) City staff prepared an Environmental Assessment of the potential environmental effects of the approval of the Project as described in the Environmental Assessment. On June 26, 2017, pursuant to Resolution 2017- 05, the Planning Commission of the City of Calimesa certified a Mitigated Negative Declaration for a commercial retail shopping center, and approved a Mitigation Monitoring and Reporting Program, in accordance with CEQA.

Section 5. Based on the findings contained in Sections 1 through 4 of this Resolution, and subject to approval of ZTA 25-01 and the respective conditions of approval found in Exhibits A and B to this Resolution, which are hereby incorporated as though set forth in full, the City Council herby approves Major Development Plan Review 25-01 and Conditional Use Permit 25-01, a proposal to allow the construction and operation of a quick quack car wash facility with automated express car wash tunnel and vacuum stations located at 1168 Calimesa Boulevard in the Downtown Neighborhood Commercial zone.

City Council Resolution 2026-42
July 20, 2026

PASSED, APPROVED AND ADOPTED on __________,2026 upon the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:

JEFF CERVANTEZ, MAYOR
ATTEST:
____________________________________________

DARLENE GERDES, CITY CLERK

EXHIBIT A
MAJOR DEVELOPMENT PLAN REVIEW 25-01
CITY COUNCIL RESOLUTION 2026-42

CONDITIONS OF APPROVAL
# Conditions of Approval Department

GENERAL CONDITIONS

1.01 This conditionally approved Development Plan Review 25-01 shall expire twenty-four (24) months from the date of approval, unless extended as provided for in Section 18.15.050 of the Calimesa Municipal Code.

Planning

1.02 The applicant agrees as a condition of issuance of this entitlement to indemnify, protect, defend, and hold harmless, the City, and agency or instrumentality thereof, and its elected and appointed officials, officers, employees and agents, from and against any and all liabilities, claims, actions, causes or action, proceeding, suits, damages, judgments, liens, levies, costs and expenses of whatever nature, including reasonable attorney’s fees and disbursements (collectively, “Claims”) arising out of or in any way relating to the issuance of the entitlement, any actions taken by the City related to this entitlement or the environmental review conducted under the California Environmental Quality Act, Public Resources Code Section 21000 et seq., for this entitlement.

Planning

1.03 Approval of Development Plan Review 25-01 is contingent upon the property owners and the applicant signing and returning to the Community Development Department the “Acknowledgement and Agreement to Conditions of Approval” form at the end of this exhibit. No building permits or other permits or approvals shall be issued by the City until compliance with this condition.

Planning

1.04 The development shall be designed and constructed in accordance with all applicable City ordinances, regulations and guidelines, and all applicable provisions of all federal and state statutes and regulations, including but not limited to the Downtown Business District Code (Chapter 18.39 of the Calimesa Municipal Code), the Downtown Neighborhood Commercial development standards, the approved architectural standards for the overall project, and the Regional Water Quality Control Board rules and regulations.

Planning

1.05 All plans, as shown, and buildings and signage locations, as shown, are considered “conceptual,” subject to revisions as called out by the conditions of Planning Commission Resolution 2026-10. The plans shall not be stampapproved 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 approval of an amendment to DPR 25-01 by the Planning Commission, including architectural features, materials, site layout, etc.

Planning

1.06 All mitigation measures within the addendum of the negative declaration are made part of these conditions of approval. All costs of supervising and conducting the mitigation monitoring shall be borne by the applicant.

Planning

# Conditions of Approval Department

1.07 Wall and pylon signage must meet the requirements of Section 18.50.160 (5) and Section 18.50.050 (2) of the Zoning Ordinance. Signs, including the building signage and the pylon sign, are shown on the proposed elevations and plans. However, a separate sign permit is required for all proposed signage.

Planning

1.08 Hours of operation shall be limited to daily between 7 a.m. and 9 p.m, unless otherwise approved by the Planning Director.

Planning

1.09 Exterior lighting shall be shielded and directed downward to prevent glare onto adjacent properties and public rights-of-way.

Planning

1.10 All parking and vehicle queuing areas shall be maintained free of obstruction. Vehicle stacking shall be accommodated on-site and shall not interfere with public streets or adjacent properties.

Planning

1.11 No outdoor activities shall be permitted within the parking area without an approved Temporary Use permit by the Planning Department.

Planning

1.12 All Ordinances, Policy Resolutions, and Standards of the City in effect at the time this project is approved shall be complied with as a condition of this approval.

Engineering
and Planning

1.13 City project account review shall be performed to determine if any outstanding fees are owed, and subsequent fees shall be paid prior to the following actions: 1) Map recordation; 2) Issuance of any permits (building, encroachment, grading, etc.); 3) Acceptance of improvements; and 4) Occupancy release
Engineering
and Planning

1.14 The applicant is required to provide for the perpetual maintenance of the following items: 1) Onsite private drainage facilities including storm drain pipes, inlets, concrete v-gutters, curb and gutters and retention basins/underground infiltration chambers 2) On-site private sewer and water facilities; 3) On-site drive isles, parking areas, signing and striping, landscaping, walls, and fences; 4) Maintenance responsibilities to comply with the approved Water Quality Management Plan (WQMP) and continuing maintenance of the Best Management Practices.

Engineering

1.15 All retaining and perimeter walls shown on a grading plan require separate plan check, permits and inspections from the City’s Building Department.

Engineering

1.16 Applicant shall employ a qualified professional engineering firm to perform design services. All construction plans shall be prepared on 24”X36” drawing sheets with the City standard title block.

Engineering

# Conditions of Approval Department

1.17 Project improvement plans and reports shall be submitted for plan check to the Engineering Department for review and approval by the City Engineer.

Private improvement plans shall be submitted as a complete package including grading, erosion, street, signing and striping, drainage, sewer, water, hydrology and hydraulics study, soils report, WQMP & SWPPP reports, reference and backup documents and any other plans or reports as required by these conditions of approval. Incomplete submittals shall be rejected. Plan check fees/deposits shall be submitted, with the plan check submittal package, based on the latest adopted fee schedule.

Engineering

1.18 Projects that require trash enclosures shall construct trash facilities to provide for trash, recycling and green waste. Project plans to show appropriately sized trash enclosure(s) to comply to state regulations. All trash enclosures shall include a solid roof to prevent pollutant discharge and runoff during a rain event.

Engineering

1.19 Project shall include recycling facilities per current California state standards and to the satisfaction of the Public Works Director.

Engineering

1.20 Any utility conflicts or changes to the approved plans that occur during construction shall be approved by the Public Works Director and the City Engineer. Construction work in the area of the conflict shall stop until the project engineer has submitted appropriate solutions to the City for review and approval.

Engineering

1.21 Developer shall procure recovered organic waste products where applicable on behalf of the City and provide written documentation of such procurement to the City. Any mulch utilized on the project shall comply with 14 CCR Section 18993.1(e).

Public Works

1.22 Applicant shall provide & maintain an R1-1 standard size STOP sign at drive-thru exit.

Traffic

1.23 All portions of the property shall be maintained in an orderly and clean fashion at all times. All waste products shall be disposed of in an appropriate manner.

Planning

1.24 Fire Hazard Severity Zone: this project is in a very high fire hazard severity zone (VHFHSZ). This is a high fire hazard brush area. This project shall comply with the materials and construction methods for exterior wildfire exposure per the 2022 CBC, Chapter 7A.

Fire

1.25 Fire Flow Test: provide a current fire flow test report showing there is a water system capable of delivering the minimum fire flow required by the 2022 CFC section 507.3, 507.4, and Appendix ‘B’.

Fire

1.26 Site Plan: prior to building plan approval and construction, the applicant/ developer shall provide two copies of a site plan showing the locations of the nearest fire hydrant(s) to the proposed building(s), and provide the distances (dimensioned) of the fire hydrant(s) to the furthest portion of the building(s), measured along an approved route around the building.

Fire

# Conditions of Approval Department

1.27 Fire Hydrants: provide fire hydrant(s) within 400 feet of all portions of all buildings per the 2022 CFC, section 507.5.1. Exception: for group R-3 and group U occupancies, equipped throughout with an approved automatic sprinkler system installed in accordance with section 903.3.1.1, 903.3.1.2 or 903.3.1.3, the distance requirement shall be not more than 600 feet. Existing hydrants may be compliant, show on site plan.

Fire

1.28 Water plans: prior to building plan approval and construction, applicant/developer shall furnish two copies of the water system fire hydrant plans to the Calimesa fire department for review and approval. Plans shall be signed by a registered civil engineer, and shall confirm hydrant type, location, spacing, and minimum fire flow. Once plans are signed and approved by the local water authority, the originals shall be presented to the Calimesa fire department for review and approval.

Fire

1.29 Water system: The water system for fire protection must be installed by a licensed contractor, and approved by the Calimesa fire department. No combustibles shall be brought on site until the water system has been inspected and approved by the Calimesa fire department.

Fire

1.30 Fire Sprinkler System: fire sprinklers may be required per California Fire Code. Install fire sprinklers systems in accordance with the 2022 CFC, 2022 NFPA 13, city of Calimesa Fire Prevention Department. Plans must be submitted to the Calimesa Fire Prevention Department for review and approval prior to installation.

Fire

1.31 Fire Alarms: Fire monitoring system may be required per CFC. Submit plans for fire alarms under a separate submittal to the City of Calimesa Fire Prevention Department. Fire alarm installations shall comply with the California Fire Code, and NFPA 72.

Fire

1.32 Fire Extinguisher (ABC): a minimum of one 2A-10BC fire extinguisher shall be installed for each 3,000 sq.ft of floor area. Travel distance shall not exceed 75 feet. Additional fire extinguisher, size and class to be determined by fire marshal may be required. Fire extinguishers shall be serviced annually and shall have a current SFM service tag attached.

Fire

1.33 Address Identification: Address numbers shall be placed on all new and existing commercial buildings in such a manner as to be plainly visible and legible from access roadway/ street at all times, in accordance with the 2019 CFC, section 505.1
Fire

# Conditions of Approval Department

1.34 Fire Apparatus Access Road: Approved fire apparatus access roads shall be provided for every facility, building or portion of a building hereafter constructed or moved into or within the jurisdiction.

A. The fire apparatus access road shall comply with the requirements of the 2022 CFC, Section 503 and shall extend to within 150 feet of all portions of the facility and all portions of the exterior walls of the first story of the building as measured by an approved route around the exterior of the building or facility. The applicant or developer shall include in the building plans the required fire lanes and include the appropriate lane printing and/or signs.

B. Dimensions: Fire apparatus access roads shall have an unobstructed width of not less than 24 feet, exclusive of shoulders, except for approved security gates in accordance with the 2022 CFC Section 503.6 and riverside County Ordinance No.787, and unobstructed vertical clearance of not less than 13 feet 6 inches. Surface fire apparatus access roads shall be designed and maintained to support the imposed loads of fire apparatus of 80,000 pounds and shall be surfaced so as to provide all- weather driving capabilities Roadways shall have a minimum 48 foot outside turning radius.

Dead end access road shall not exceed 150 feet in length.

Fire

1.35 Key boxes: all new commercial and multi-family residential buildings and any existing buildings where the fire department deems access is restricted shall be required to install a key box or key switch in an approved location.

Electric gates for emergency vehicle access shall include an “infrared automatic gate system” that opens the gate automatically. These devices shall be installed on all electric fire access gates.

Fire

1.36 Three copies of construction landscaping plans and a PDF copy saved to the smallest size possible shall be submitted and approved by the Planning Division and the City Landscape Architect once the Entitlement process has been completed. A licensed Landscape Architect shall prepare and sign/ certify the plans.

Landscape

1.37 Plan cover sheet shall include the most recent City inspection procedures and required notes in addition to the City signature block.

Landscape

1.38 Shrubs and groundcovers vulnerable to frost damage shall be avoided due to seasonal temperatures that can result in frost and freeze events in the winter months.

Landscape

1.39 All plants shall be hydro-zoned to low to medium water use according to WUCOLS IV in Region 4, Inland Valley as a general guide. Please note for projects in severe fire area the local fire authority has a list of prohibited plants and trees.

Landscape

1.40 Trees that produce excessive debris and waste from flowering or seed production shall be avoided due to concerns with City storm drain infrastructure.

Landscape

# Conditions of Approval Department

1.41 Root barriers shall be installed for all trees planted within 5 feet of hardscape, paving, or walls/ structures. All trees requiring root barriers shall extend 10’ from the center of the trunk in either direction and be a minimum of 24” deep.

Landscape

1.42 All trees shall be double staked with vinyl type ties nailed to the lodge pole stakes in at least two vertical locations. Trees in high wind corridors or trees requiring special support measures shall require additional staking and or specialized staking material as needed.

Landscape

1.43 Planting shall offer horizontal and vertical variation in form, texture, and scale that compliments the scale of the structures and shall include multiple varied species to prevent against loss of a monoculture of a single species from species specific pest or other environmental cause Landscape

1.44 A minimum of three different levels of planting shall be provided and shall include groundcover, accents, and foundation or massing groupings, that shall vary species and flowering or interest seasons to offer year-round performance and avoid seasons or large swaths of planting in dormancy or in need of severe pruning
Landscape

1.45 All panted areas shall have a minimum of a 3” layer of organic mulch or inorganic mulch to retain moisture and reduce evaporation per the current MWELO requirements.

Landscape

1.46 Vines and screening planting shall be used on broad expanses of walls or fences in addition to trash enclosures or other utility structures for screening and breaking up linear fasces. For areas with limited planting areas, structural fabricated screens shall be used- the style of which shall complement the architecture of the project.

Landscape

1.47 Coordinate the landscape plan layout with the project’s Water Quality Management Plan to ensure that the landscape layout aligns with the required Best Management Practices (BMP) for the facilities, include all structures on plan even if sub surface for reference.

Landscape

1.48 Call out any proposed signage or art installation locations and supply reference images- Actual signage or artwork approval shall be per separate review by the Planning division.

Landscape

1.49 Dedicated (separate) landscape water meters shall be installed for all projects greater than 5,000 square feet, for project less than 5,000 square feet a separate sub meter shall be used for landscaping.

Landscape

1.50 For projects using Recycled water, include all of Yucaipa Valley Water Districts standards and details per there plan check and note YVWD must approve plans prior to City approval.

Landscape

1.51 A weather-based smart irrigation controller shall be installed that measures evapo-transpiration. A rain shut off device shall be installed free of overhead obstruction and connected with the irrigation controller in addition to a master valve and flow sensor to protect against loss due to system failures or damage.

Landscape

1.51 Pressure regulators shall be used when residual pressure is more than 10% of static pressure- the designer shall specify the appropriate PSI settings.

Landscape

# Conditions of Approval Department

1.52 All irrigation for commercial purposes shall exclude any ¼” distribution or emitter tubing due to wildlife issues.

Landscape

1.53 Landscape irrigation schedules for both establishment and ongoing maintenance periods shall be developed and included by the designer of record based on the results of soil investigation and the proposed plant material.

Landscape

1.54 An irrigation and planting suggested maintenance schedule shall be provided by the designer of record to ensure the overall Water Management Plan shall be maintained and continue to meet the design provisions for water conservation as required by MWELO.

Landscape

1.55 Any updates to the state and or local ordinance for MWELO that are more stringent shall take precedence in all cases.

Landscape

1.56 A copy of the Soil Management Plan and fertility recommendations specified using organic fertilizers and soil amendments shall be included on the first submittal of the landscape construction plans unless extensive grading is anticipated. In that case the landscape contractor shall provide the soil fertility recommendations and soil management plan prior to the pre-job meeting on site
Landscape

1.57 The maximum coverage of gravel or rock used as groundcover/ mulch shall be 35% of planting areas and be a minimum of 3” thick.

Landscape

1.58 Separations between planting areas and ground cover(including rock mulch) areas shall require edging or mow curbs to maintain clean divisions and maintainable boundaries.

Landscape

1.59 The Applicant shall provide Certification that all mulch used for the project meets the standards of SB 1383 and supply documentation from the supplier listing total quantity and certification meeting the standard, in addition to proof of delivery to the site such as load tickets or invoice as required by the City.

Landscape

PRIOR TO GRADING PERMITS

2.01 In accordance with Calimesa Municipal Code 16.05, Prior to the issuance of a building permit, the applicant shall comply with the provisions of City of Calimesa Ordinance No. 212, which requires the payment of the appropriate fee for the Western Riverside County Multiple Species Habitat Conservation Plan. The amount of the fee will be based on the "Project Area" as defined in the Ordinance.

Planning

# Conditions of Approval Department

2.02 BIO-1 Standard best management practices (BMPs) from MSHCP Volume I, Appendix C shall be implemented, where applicable, to avoid impacts to biological resources, as follows:

1. A qualified project biologist will be available to monitor during construction activities, if active nesting birds or special status species (i.e., burrowing owl) are observed during the preconstruction surveys.

2. A condition shall be placed on grading permits requiring a qualified biologist to conduct a training session for project personnel prior to grading.

The training shall include a description of the species of concern and its habitats, the general provisions of the Endangered Species Act (Act) and the MSHCP, the need to adhere to the provisions of the Act and the MSHCP, the penalties associated with violating the provisions of the Act, the general measures that are being implemented to conserve the species of concern as they related to the project, and the access routes to and project site boundaries within which the project activities must be accomplished.

3. Water pollution and erosion control plans shall be developed and implemented in accordance with Regional Water Quality Control Board (RWQCB) requirements.

4. The footprint of disturbance shall be minimized to the maximum extent feasible. Access to sites shall be via pre-existing access routes to the greatest extent possible.

5. Exotic species that prey upon or displace target species of concern should be permanently removed from the site to the extent feasible.

6. To avoid attracting predators of the species of concern, the project site shall be kept as clean of debris as possible. All food related trash items shall be enclosed in sealed containers and regularly removed from the site(s).

7. Construction employees shall strictly limit their activities, vehicles, equipment, and construction materials to be proposed project footprint and designed staging areas and routes of travel. The construction area(s) shall be the minimal area necessary to complete the project and shall be specified in the construction plans. Construction limits will be fenced with orange (or other visible) fencing. Exclusion fencing should be maintained until the completion of all construction activities. Employees shall be instructed that their activities are restricted to the construction areas.

8. The Permittee (City of Calimesa) shall have the right to access and inspect any sites of approved projects, including any
restoration/enhancement area for compliance with project approval conditions, including these BMPs.

MMPlanning

# Conditions of Approval Department

2.03 BIO-2 Pre-construction Survey for Nesting Birds. All ground-disturbing activities should be conducted during the nonbreeding season for birds (approximately September 1 through February 14) to the greatest extent possible, and to prevent violations of the MBTA and California Fish and Game Code Sections 3503, 3503.5, and 3513. If activities with the potential to disrupt nesting birds are scheduled to occur during the bird breeding season (February 15 through August 13), a pre-construction survey for nesting birds shall be conducted by a qualified biologist who is experienced in the identification of avian species and conducted nesting bird surveys.

The nesting survey shall include the project site, as well as adjacent areas where project activities have the potential to indirectly cause nest failure.

The pre-construction survey shall be conducted no more than 3 days prior to the start of vegetation clearing and/or ground-disturbing activities that would occur during the bird breeding season. If no nesting birds are observed during the survey, site preparation and construction activities may be initiated.

If nesting birds (including nesting raptors) are found to be present, measures should be implemented to avoid potential project-related impacts. Measures shall include establishment of an exclusion (i.e., “no work”) buffer that would be maintained and monitored by the qualified biologist has determined that the juveniles have fledged and there no evidence of a second attempt at nesting, or the nest has become inactive due to other factors unrelated to the project (e.g., predation). The width of the avoidance buffer will be determined by the qualified biologist. The qualified biologist document any findings in their daily or weekly monitoring reports. Once all nesting activity has been deemed complete (i.e., no remaining active nests) by the qualified biologist, work may resume within the exclusion buffer area.

MMPlanning

# Conditions of Approval Department

2.04 BIO-3 Burrowing Owl Pre-construction Surveys and Avoidance. Suitable habitat was detected in the proposed project area during the Step I burrowing owl habitat suitability assessment. As such, the project shall implement the following actions within and adjacent (150 meters, where accessible) to the project site where burrowing suitable habitat is present.

A qualified biologist/ornithologist shall conduct a pre-construction survey in areas suitable for burrowing owl not more than 30 days prior to initial ground-disturbing activities for each phase of construction (including vegetation clearing, site watering, equipment staging, grading, etc.) to assess whether burrowing owls have moved into or adjacent to construction work areas in the days or weeks preceding construction.

If one or more burrowing owls have moved into the general area of construction, specifically within 300 feet of where construction activities are planned to occur, the project biologist shall immediately notify the Regional Conservation Authority (RCA), the California Department of Fish and Wildlife (CDFW), and the U.S. Fish and Wildlife Service (USFWS), and will coordinate further with RCA, CDFW, and USFWS on next steps to ensure avoidance.

If one or more burrowing owls have moved into the general area of construction, specifically within 300 feet of the project areas where work is planned to occur, full time monitoring by a qualified biologist/ornithologist shall be implemented during all construction activities until the owls have moved out of the area.

Burrowing owl occupation of (or within 300 feet of) construction work areas may require preparation of a Burrowing Owl Protection and Relocation Plan prior to initiating ground disturbance. Whether preparation of this Plan is required or not, additional avoidance/minimization measures shall be implemented (in coordination with RCA, CDFW, and/or USFWS), including but not limited to, establishment of exclusion buffers, use of hay bales to block line-of-sight between the owls and construction activities, and/or implementation of noise reduction methods.

If ground-disturbing activities occur, but the site is then left undisturbed for more than 30 days, a pre-construction survey shall again be conducted to ensure burrowing owls have not moved into or adjacent to construction work areas since these areas were last disturbed. If burrowing owl is found, the same coordination described above shall be required.

MMPlanning

2.05 Any additional import or export of soil that is not shown on the preliminary grading plan may require additional environmental analysis at the discretion of the Community Development Director. All costs associated with any additional environmental review shall be borne by the applicant.

Planning

# Conditions of Approval Department

2.06 Developer shall comply with Assembly Bill 1414 (AB 1414) of the Business and Professions Code of the Land Surveyors Act as required to preserve existing monuments and survey control.

Engineering
and Planning

2.07 Developer shall provide notarized written permission from off-site landowner(s) prior to commencing grading and constructing for any offsite improvements.

Engineering

2.08 Prior to issuance of a grading or drainage improvement permit, all plans and reports associated with grading, erosion, drainage, water quality & water treatment, water retention/detention and best management practices shall be approved by the City Engineer.

Engineering

2.09 A temporary erosion control plan shall be submitted for plan check and approval by the City Engineer. Grading and erosion control plans shall include provisions to avoid adverse effects caused by rain, wind, or other weather conditions. Erosion and sediment control plans will be prepared and accomplished according to the best management practices as defined in the Riverside County Drainage Area Master Plan and as required by the National Pollutant Discharge Elimination System (NPDES).

Engineering

2.10 The grading plans shall include provisions to ensure that grading will be conducted in accordance with the South Coast Air Quality Management District's Rule 403, as applicable.

Engineering

2.11 A comprehensive drainage report shall be submitted, reviewed, and approved by the City of Calimesa. Any off-site drainage, which may impact this development, or additional drainage created by this development, shall be addressed in accordance with the mitigation measures required in the drainage report and as directed by the City Engineer. Approval of the Drainage Report is required prior to issuance of a grading permit.

Engineering

2.12 Improvement plans shall demonstrate that historical or existing storm water flows from adjacent properties are received and directed to a public street, a public drainage facility, a City approved drainage easement or other approved facility.

Engineering

2.13 The proposed project improvement plans shall be designed such that drainage facilities will maintain or reduce the 100-year peak runoff rates presently exiting all Project boundaries. The Project drainage facilities shall reduce the storm water flows to or below the existing condition flow rates prior to their discharge to areas located downstream of the project.

Engineering

2.14 Developer shall submit a Water Quality Management Plan (WQMP) for review and approval of the City Engineer. WQMP facilities shall be designed based on the Guidelines contained in the sample Riverside County WQMP documents latest edition, available on the Santa Ana Regional Water Quality Control Board Website. The WQMP shall provide for the treatment of the first flush runoff from the project as well as reducing the discharge from the project to predevelopment levels.

Engineering

# Conditions of Approval Department

2.15 This project is within a priority land use as defined by California Regional Water Quality Control Board Santa Ana Region Water Code Section 13383 (Trash Provisions) and will be required to install, operate, and maintain full trash capture systems for all storm drains within or adjacent to the project.

The Final WQMP shall include the design, specifications, and operation/maintenance procedures of the trash capture systems to state requirements and to the satisfaction of the City Engineer.

Engineering

2.16 Per the State Water Resources Control Board, construction activity resulting in a land disturbance of one acre or more, or less than one acre but part of a larger common plan of development or sale must obtain the Construction Activities Storm Water General Permit (General Permit). Prior to issuance of grading permits, the Subdivider shall submit a copy of the Notice of Intent (NOI), indicating that coverage has been obtained, to the City Engineer and Building Official. The Subdivider shall include notes on the grading plans indicating that the project will be implemented in compliance with the Statewide Permit for General Construction Activities.

Engineering

2.17 A Storm Water Pollution Prevention Plan (SWPPP) shall be approved and maintained throughout the scope of the project. Copies shall be available at the job site at all times.

Engineering

2.18 Dust control operations shall be performed by the Contractor to comply with all Air Quality Management District regulations regarding dust control and to the satisfaction of the City Engineer. The City shall have the authority to suspend all construction operations if, in their opinion, the Contractor fails to adequately provide for dust control.

Engineering

2.19 Prior to issuance of a grading permit, construction documents shall include language that requires all construction contractors to strictly control the staging of construction equipment and the cleanliness of construction equipment stored or driven beyond the limits of the construction work area.

When possible, construction equipment shall be parked and staged within the project site. Staging areas shall be screened from view from residential properties. Vehicles shall be kept clean and free of mud and dust before leaving the development site. Surrounding streets shall be swept daily and maintained free of dirt and debris.

Engineering

2.20 This project is subject to all of the requirements of the Municipal Storm Water and Sanitary Sewer System (MS4) permits issued by the Santa Ana Regional Water Quality Control Board and all subsequent permits to which the City is a signatory.

Engineering

2.21 Cross lot drainage is undesirable and only allowed as permitted by the City Engineer. A private drainage easement shall be recorded on all lots accepting surface water runoff from adjacent properties and shall include installation of a concrete V-ditch to carry said drainage to an approved location to the satisfaction of the Public Works Director and City Engineer.

Engineering

# Conditions of Approval Department

2.22 Prior to issuance of a grading permit, final landscape & irrigation plans shall be submitted to Public Works Department for approval to ensure that proposed trees do not conflict with utilities, signs, lights, line of sight, etc.

Trees shall be located to maintain the following clearances: 5-ft from dry utilities, 10 feet from wet utilities (i.e. sewer and water laterals and main lines, fire hydrants, detector check assemblies, storm drain mains and laterals, catch basins, inlets, etc.), 15-ft from street lights and public street signs, and trees shall not block line of sight at street intersections or project driveways. Trees planted near bio-basins shall be of low leaf drop type and able to withstand wet conditions. Variation to these minimum clearances require approval form the City Engineer.

Engineering
and Planning

2.23 Precise grading plans to include sewer and water services sized to adequately serve the proposed building(s). Service connections to be approved by appropriate water and sewer purveyor prior to issuance of a precise grading permit.

Engineering

2.24 Prior to issuance of a grading permit, the applicant shall provide submit written clearances (as applicable) to the City evidencing that all pertinent requirements of the following agencies have been met: 1) Yucaipa Valley Water District for water service; 2) Yucaipa Valley Water District for sewer service; 3) Riverside County Fire Department approving the location/size of fire service pipe and detector check assembly, FDC, PIV, fire hydrants, fire flow calculations, fire lanes, etc.

Engineering

PRIOR TO ENCROACHMENT PERMITS

3.01 Prior to issuance of an encroachment permit, Applicant shall provide completed, signed Encroachment Permit Application and pay the permit issuance fee and inspection deposit as determined by City staff along with payment of any outstanding fees owed at that time.

Engineering

3.02 Developer shall design and construct water facilities to serve this project as required by Yucaipa Valley Water District (YVWD). Plans and specifications for the water and recycled water system facilities shall be submitted to YVWD for plan check and approval, and to the City of Calimesa for plan check and approval of City related issues, prior to issuance of a construction permit. Developer shall submit an agreement and/or other evidence, satisfactory to the City Engineer, indicating that the developer has entered into a contract with water purveyor guaranteeing payment and installation of the water improvements.

Engineering
and YVWD

# Conditions of Approval Department

3.03 Developer shall design and construct sewer facilities to serve this project as required by Yucaipa Valley Water District (YVWD). Plans and specifications for the sewer system facilities shall be submitted to the governing sewer purveyor for plan check and approval, and to the City of Calimesa for plan check and approval of City related issues, prior to issuance of a construction permit. Developer shall submit an agreement and/or other evidence, satisfactory to the City Engineer, indicating that the Developer has entered into a contract with the sewer purveyor guaranteeing payment and installation of the sewer improvements.

Engineering
and YVWD

PRIOR TO IMPROVEMENT ACCEPTANCE

4.01 All approved improvement plans and revisions to approved plans shall be submitted to the City Engineer in both full sized mylars and electronic format. As-built drawings necessary to document field construction changes shall be provided to the City in electronic format and on revised mylars prior to acceptance of improvements or surety release.

Engineering

4.02 In accordance with the California Building Code, Title 24, and the requirements of the Americans with Disabilities Act (ADA), facilities for disabled persons shall be constructed and existing facilities shall be reconstructed at all street intersections or other locations associated with the project as required by the City Engineer.

Engineering

4.03 All catch basins and storm drain inlet facilities shall be stenciled with the appropriate "No Dumping, Only Rain in the Drain" message.

Engineering

4.04 No utility boxes, pedestals, clean outs, manholes, vaults or other impediments shall be installed within the public sidewalk area; all shall be located within the parkway or other location as approved by the City Engineer.

Engineering

4.05 Prior to acceptance of improvements or surety release, Developer shall be required to replace any street improvements, including but not limited to paving, sidewalk, curb and gutter, traffic signal loops and advanced warning loops, that are damaged during construction activities, to the satisfaction of the City Engineer.

Engineering

4.06 Developer shall be responsible for research on private utility lines (gas, electric, telephone, cable, internet, etc.) to ensure there are no conflicts with site development. All existing utility lines that conflict with this project shall be relocated, removed, or sealed as directed by City Engineer.

Engineering

PRIOR TO BUILDING PERMITS

5.01 Prior to issuance of a building permit, the Developer shall be responsible for the payment of all outstanding fees as required by the City of Calimesa Municipal Code. Fees to include plan check, permit, inspection and appropriate Development Impact and TUMF fees.

All

# Conditions of Approval Department

5.02 Prior to issuance of a building permit, construction documents shall include language that requires all construction contractors to strictly control the staging of construction equipment and the cleanliness of construction equipment stored or driven beyond the limits of the construction work area.

When possible, construction equipment shall be parked and staged within the project site. Staging areas shall be screened from view from residential properties. Vehicles shall be kept clean and free of mud and dust before leaving the development site. Surrounding streets shall be swept daily and maintained free of dirt and debris.

Planning

5.03 Prior to issuance of any building permits, Developer shall provide a rough grade certification letter for the site for approval by the City Engineer.

Engineering

5.04 Prior to issuance of any building permits, Developer shall provide compaction test results for the building pad for approval by the City Engineer.

Engineering

5.05 Prior to issuance of a building permit, a Precise Grading, Utility and Erosion Plan shall be submitted to the Public Works Department for review and approval. Plan check fees shall be paid based on the latest adopted fee schedule
Engineering

5.06 Prior to building permit issuance, the applicant shall pay all applicable Development Impact Fees.

Planning

5.07 Payment of school fees shall be made to the Yucaipa-Calimesa School District by the project proponent in accordance with California State law.

Planning

5.08 All exterior lighting shall comply with Calimesa Municipal Code Section

18.120.090 "Lighting in the commercial/industrial zone." Planning

5.09 Elevations and cross-section details showing the installation of proposed rooftop equipment shall be submitted. Rooftop equipment shall be installed and maintained at the height of six (6) inches below the parapet so as not to be visible from the public right-of-way.

Planning

5.10 The location of any utility vents or other equipment shall be provided on the roof plan and the location of any wall or ground-mounted equipment shall be shown on the site plan and elevations; aboveground utility boxes shall not interfere with line of sight visibility for parking lot circulation.

Planning

5.11 All wall and ground-mounted mechanical and electrical fixtures and equipment shall adequately and decoratively screened. The screen shall be included as an element of the overall design of the project and blend with the architectural design of the building. Any telephone and/or electrical boxes shall be identified on the construction plans.

Planning

5.12 All sides of a building elevation shall have architectural treatment that is consistent with the architectural theme of the project to the satisfaction of the Community Development Department.

Planning

5.13 This project will require one or more building permits. Permits will require a complete permit application and complete building plans to be submitted for approval prior to commencement of work.

Building and
Safety

5.14 The Site shall be developed in compliance with all current model codes. All plans shall be designed in compliance with the latest editions of the California Building Codes as adopted by the City of Calimesa.

Building and
Safety

# Conditions of Approval Department

5.15 Site development and grading shall be designed to provide access to all entrances and exterior ground floor exits and access to normal paths of travel, and where necessary to provide access. Paths of travel shall incorporate (but not limited to) exterior stairs, landings, walks and sidewalks, pedestrian ramps, curb ramps, warning curbs, detectable warnings, signage, gates, lifts, and walking surface material. The accessible route(s) of travel shall be the most practical direct route between accessible building entrances, site facilities, accessible parking, public sidewalks, and the accessible entrance(s) to the site. California Building Code (CBC) 11B.
a. City of Calimesa enforces the State of California provisions of the California Building Code disabled access requirements. The Federal ADA standards differ in some cases from the California State requirements. It is the building owner’s responsibility to be aware of those differences and comply accordingly.

Building and
Safety

5.16 Separate submittals and permits are required for all accessory structures such as but not limited to, trash enclosures, patios, block walls, retaining walls and storage buildings.

Building and
Safety

5.17 Pursuant to California Business and Professions Code Section 6737, this project is required to be designed by a California licensed architect or engineer.

Building and
Safety

5.18 The perimeter of the jobsite, that is adjacent to a public right of way, shall have a properly installed, 6’ high, construction fence with privacy cloth attached. The fencing and cloth shall be maintained and kept in good condition until such a time that the project has been completed, or a permanent perimeter wall is in place. All construction entrances/exits shall be approved in advance by city personnel.

Building and
Safety

5.19 Prior to building permit issuance, provide documentation that establishes water and sanitary service for the project from YVWD (ex: First Release Letter). Contact our Land Use Program at (951) 955-8980 for further information.

Environmental
Health

PRIOR TO OCCUPANCY RELEASE

6.01 The operator shall obtain and maintain a business license from the City of Calimesa. Per CMC 5.05.140, business licenses issued by the City of Calimesa are initially valid for six months and must be renewed yearly thereafter.

Planning

6.02 Prior to issuance of Certificate of Occupancy, the applicant shall pay all applicable Transportation Uniform Mitigation Fees (TUMF).

Planning

6.03 An anti-graffiti coating shall be provided on all block walls, and written verification from the applicant or the developer shall be provided to the Planning Department.

Planning

6.04 Prior to Certificate of Occupancy, the Developer shall be responsible for the payment of all outstanding fees as required by the City of Calimesa Municipal Code.

Engineering

# Conditions of Approval Department

6.05 Prior to issuance of Certificate of Occupancy or acceptance of public improvements, all new electrical power, gas, telephone, internet/fiber optics, television, and other miscellaneous services shall be installed underground.

Engineering

6.06 Prior to issuance of Certificate of Occupancy, all grading, public and private improvements, utilities, landscaping and irrigation and other items required by the conditions of approval shall be installed and accepted by the City.

Engineering

6.07 All approved improvement plans and revisions to approved plans shall be submitted to the City Engineer in both full sized mylars and electronic format.

As-built drawings necessary to document field construction changes shall be provided to the City in electronic format and on revised mylars prior to occupancy release or acceptance of improvements or surety release.

Engineering

6.08 Prior to issuance of a Certificate of Occupancy, the engineer shall provide a fine grade certification letter for the building site to the City Engineer.

Engineering

6.09 Upon the completion of construction, the owner/developer shall file a letter with the SWRCB or submit information to the SMART System stating that the construction activity is complete. A copy of this letter shall be submitted to the City prior to occupancy
Engineering

6.10 Prior to issuance of Certificate of Occupancy, the engineer shall provide a Water Quality Management Plan certification to the Public Works Department. In addition, Developer shall provide the Public Work's Department with a covenant and agreement for WQMP BMP maintenance to be recorded by the City. This agreement shall provide the City with complete access for inspection.

Engineering

6.11 Prior to Certificate of Occupancy, the Developer shall provide the City with documentation of recovered organic waste procurement.

Public Works

6.12 Prior to building permit final, this facility shall be required to contact and have a review conducted by the Hazardous Materials Management Branch (HMMB). A business emergency plan for the storage of any hazardous materials greater than 55 gallons, 200 cubic feet or 500 pounds, or any acutely hazardous materials or extremely hazardous substances will be required. If further review of the site indicates additional environmental health issues, HMMB reserves the right to regulate the business in accordance with applicable County Ordinances. Please contact HMMB at (951) 766-6524 to obtain information regarding any additional requirements.

Environmental
Health

6.13 Ensure the appropriate size and number of refuse/recycle bins are provided at occupancy, in accordance with SB1383 and that an approved Solid Waste Hauler purveyor is utilized. For additional information please contact our Local Enforcement Agency (LEA) at (951) 955-8980.

Environmental
Health

# Conditions of Approval Department

6.14 Prior to building permit final, applicant must provide documentation that verifies actual water and sanitary service from YVWD (ex: Final Release Letter). Contact our Land Use Program at (951) 955- 8980 for further information.

Environmental
Health

6.15 Prior to the request for final inspection the Applicant shall have completed the installation of all landscape items, passed all construction sequence inspections, supplied approved as built documents, supplied approved controller charts in addition to having completed a 3rd party water audit with report. Failure to submit or complete any required inspections and or documents shall result in delays for final inspection, additional inspections requiring uncovering of work and or postponed final sign-off.

Landscape
Acknowledgement and Agreement to Conditions of Approval As the Property Owner and Applicant(s) I (we) do hereby acknowledge that these Conditions of Approval have been read, fully understood and are hereby accepted. ______________________________ ______________________________ Applicant Signature Date
______________________________ ______________________________ Property Owner Date

EXHIBIT B
CONDITIONAL USE PERMIT 25-01
CITY COUNCIL RESOLUTION 2026-42

CONDITIONS OF APPROVAL
# Conditions of Approval Department

GENERAL CONDITIONS

1.01 This conditionally approved Conditional Use Permit shall expire twelve (12) months from the date of approval, unless extended as provided for in Section 18.15.050 of the Calimesa Municipal Code.

Planning

1.02 The applicant agrees as a condition of issuance of this entitlement to indemnify, protect, defend, and hold harmless, the City, and agency or instrumentality thereof, and its elected and appointed officials, officers, employees and agents, from and against any and all liabilities, claims, actions, causes or action, proceeding, suits, damages, judgments, liens, levies, costs and expenses of whatever nature, including reasonable attorney’s fees and disbursements (collectively, “Claims”) arising out of or in any way relating to the issuance of the entitlement, any actions taken by the City related to this entitlement or the environmental review conducted under the California Environmental Quality Act, Public Resources Code Section 21000 et seq., for this entitlement.

Planning

1.03 Approval of Conditional Use Permit 25-01 is contingent upon the property owners and the applicant signing and returning to the Community Development Department the “Acknowledgement and Agreement to Conditions of Approval” form at the end of this exhibit. No building permits or other permits or approvals shall be issued by the City until compliance with this condition.

Planning

1.04 The development shall be designed and constructed in accordance with all applicable City ordinances, regulations and guidelines, and all applicable provisions of all federal and state statutes and regulations, including but not limited to the Downtown Business District Code (Chapter

18.39 of the Calimesa Municipal Code), the Downtown Neighborhood Commercial development standards, the approved architectural standards for the overall project, and the Regional Water Quality Control Board rules and regulations.

Planning

1.05 All plans, as shown, and buildings and signage locations, as shown, are considered “conceptual,” subject to revisions as called out by the conditions of Planning Commission Resolution 2026-xx. 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 approval of an amendment to CUP 25-01 by the Planning Commission, including architectural features, materials, site layout, etc.

Planning

# Conditions of Approval Department

1.06 All portions of the property shall be kept in an orderly and clean condition at all times. All waste products shall be disposed of in an appropriate manner.

Planning

1.07 The activities of the car wash shall be entirely self-contained on the subject property. No water used in the process of washing cars shall leave the subject site untreated.

Planning

1.08 The car wash shall operate only during hours approved by the City. Any modification to operating hours shall require review and approval by the Community Development Director.

Planning

1.09 Vacuum stations, pay kiosks, and other customer service areas shall be maintained in good working order at all times
Planning

PRIOR TO OCCUPANCY RELEASE

2.01 The operator shall obtain and maintain a business license from the City of Calimesa. Per CMC 5.05.140, business licenses issued by the City of Calimesa are initially valid for six months and must be renewed yearly thereafter.

Planning

2.02 The car wash facility shall maintain on-site vehicle stacking and queuing areas as shown on the approved site plan. At no time shall vehicle queues extend into public streets, driveways, fire lanes, parking spaces required for the development, or circulation aisles.

Planning

2.03 Prior to Certificate of Occupancy, the applicant shall be responsible for the payment of all outstanding fees as required by the City of Calimesa Municipal Code.

Planning

2.04 The operator shall comply with all applicable noise standards of the Calimesa Municipal Code.

Planning
Acknowledgement and Agreement to Conditions of Approval As the Property Owner and Applicant(s) I (we) do hereby acknowledge that these Conditions of Approval have been read, fully understood and are hereby accepted. ______________________________ ______________________________ Applicant Signature Date
______________________________ ______________________________ Property Owner Date

BUILDING CODES
2022 CALIFORNIA BUILDING CODE (CBC)
2022 CALIFORNIA MECHANICAL CODE (CMC)
2022 CALIFORNIA PLUMBING CODE (CPC)
2022 CALIFORNIA ELECTRICAL CODE (CEC)
2022 CALIFORNIA FIRE CODE (CFC)
2022 CALIFORNIA ENERGY CODE (CEC/T24)
2022 BUILDING EFFICIENCY STANDARDS (BEES)
2022 GREEN BUILDING EFFICIENCY STANDARDS CODE

AND ALL OTHER HUMBLE COUNTY CODES AS ADOPTED

BUILDING SUMMARY
CONSTRUCTION TYPES: V-B
SPRINKLERED STANDPIPES: ■ NO □ YES
USE/OCCUPANCY GROUP: B OCCUPANCY (PER SECTION 304.1) FOR CAR WASH U OCCUPANCY (PER SECTION 312) FOR TRASH ENCLOSURE

ALLOWABLE BUILDING LIMITS
ALLOWABLE BUILDING HEIGHT: 60'-0" (PER CBC TABLE 504.3) PROVIDED HEIGHT: 20'-8" (BUILDING); 29'-0" (TOWER)
ALLOWABLE NUMBER OF STORIES: 2 (PER CBC TABLE 504.4)
PROVIDED NUMBER OF STORIES: 1
ALLOWABLE BUILDING AREA: NO ALLOWABLE INCREASE REQUIREMENT. PROPOSED

BUILDING AREA IS UNDER ALLOWABLE AREA FACTOR
AT = 9,000 S.F.

PROVIDED BUILDING AREA:

EXPRESS CAR WASH 3,362 SQ. FT.

TRASH/VACUUM ENCLOSURE 276 SQ. FT.

QB STATION 238 SQ FT.

VACUUM ENCLOSURE 121 SQ. FT.

BUILDING AREA TOTAL 3,997 SQ. FT.

EXTERIOR CANOPIES (UNCONDITIONED AREA):

PAY STATION CANOPY 611 SQ. FT. (X PAY STATIONS)
CANOPY "A" AT VACUUM PARKING 2,706 SQ. FT. (X STALLS)
CANOPY "B" AT VACUUM PARKING 2,611 SQ. FT. (X STALLS)
CANOPY AREA TOTAL 5,928 SQ. FT.

LIFE SAFETY SYSTEM REQUIREMENT:
• TABLE 601: 0 FIRE RESISTANCE
• TABLE 602: +30 FEET TO

PROPERTY LINES, THEREFORE, NO

FIRE RESISTANCE REQUIREMENTS
• PROTECTED OPENINGS TABLE
705.8: NOT LIMITED +30 FEET
LIFE SAFETY SYSTEM REQUIREMENTS:

EMERGENCY LIGHTING: □ NO ■ YES
EXIT SIGNS: □ NO ■ YES
FIRE ALARM: ■ NO □ YES
SMOKE DETECTION SYSTEMS: ■ NO □ YES
PANIC HARDWARE: □ NO ■ YES
JURISDICTION: CITY OF CALIMESA
A.P.N No.: 411-190-042 & 411-190-045
ZONING: DNC - DOWNTOWN NEIGHBORHOOD COMMERCIAL
SETBACKS: FRONT 10 FEET
SIDE (INTERIOR) 10 FEET
REAR 10 FEET
CLIMATE ZONE: 9B
SITE AREA: 130,817 S.F. / 3.00 ACRE
BLDG. LOT COVERAGE: 7.5 %
LANDSCAPE AREA: +/- 25,698 S.F.

LANDSCAPE COVERAGE: 19.7 %
F.A.R.: 0.03

GENERAL REQUIREMENTS

EACH LOT PLAN FOR COMMERCIAL USE (B) SHALL HAVE OFF-STREET PARKING AT A RATIO OF NOT LESS THAN 1 PARKING SPACE FOR EACH 250 SQUARE FEET OF GROSS BUILDING AREA.

RULES FOR COMPUTING NUMBER OF PARKING SPACES
(1) USABLE SPACE SHALL MEAN THE NET FLOOR AREA OF THE SPECIFIC USE, INCLUDING OUTSIDE DISPLAY OR SELLING AREA.

EMPLOYEE PARKING STALLS
STANDARD STALL (9' W X 19' D) (2) STALLS PROVIDED
ADA STALL (9' & 8' W X 19' D) (1) STALLS PROVIDED
TOTAL STALLS (3) STALLS PROVIDED

VACUUM STALLS
STANDARD STALL (9' W X 19' D) (29) STALLS PROVIDED
ADA STALL (12' W X 19' D) (1) STALLS PROVIDED
TOTAL STALLS (30) STALLS PROVIDED

BICYCLE PARKING
SHORT-TERM BIKE PARKING (5) SPACES PROVIDED
THE PROPOSED PROJECT IS A NEW GROUND UP , ONE STORY 3,362 S.F. EXPRESS CAR WASH BUILDING WITH SITE IMPROVEMENTS. THIS PROJECT WILL CONSIST OF A CMU CAR WASH BUILDING THAT INCLUDES WASH BAY WITH SOLID ROOF STRUCTURE. THE INTERIOR SPACES WILL INCLUDE AN OFFICE, BREAK ROOM, EQUIPMENT ROOM, ELECTRICAL ROOM AND RESTROOM.

THE SITE IMPROVEMENTS INCLUDE MODERATE FINE GRADING OF PAD, LANDSCAPING WITH

IRRIGATION, CONCRETE PAVEMENT PARKING FIELD, FREESTANDING VACUUM STALL CANOPIES, AUTOMATED PAY STATIONS WITH CANOPIES, SITE LIGHT FIXTURES & POLES WITH BASES, A 276 S.F. COMBINED CMU TRASH & VACUUM EQUIPMENT ENCLOSURE, A 121 S.F. VACUUM EQUIPMENT ENCLOSURE, AND A HARDSCAPE WALKWAY ALONG BUILDING LEADING TO PUBLIC WAY.

UNDERGROUND UTILITIES WILL ALSO BE INCLUDED TO SERVICE THIS SITE.

QUICK QAUCK CAR WASH
1380 LEAD HILL BOULEVARD, SUITE 260
ROSEVILLE, CA 95661
CONTACT: LILIAN CHIU
PHONE: 916.472.8689
EMAIL: [email protected]

DEVELOPER

BARGHAUSEN CONSULTING ENGINEERS, LLC
18215 72ND AVENUE SOUTH
KENT, WA 98032
CONTACT: DAN GOALWIN
PHONE: 425.251.6222
EMAIL: [email protected]

ARCHITECT

KIMLEY-HORN
3801 UNIVERSITY AVENUE SUITE 300
RIVERSIDE, CA 92501
CONTACT: LETICIA ALVAREZ
PHONE: 925.543.9873
EMAIL: [email protected]
CIVIL

CALIMESA FIRE DEPARTMENT
906 PARK AVE, CALIMESA,
CALIFORNIA 92320
CONTACT: -
PHONE: 909.795.9801
EMAIL: -

FIRE DEPARTMENT

CALIMESA BUILDING AND SAFETY DEPARTMENT
908 PARK AVENUE, CALIMESA
CALIFORNIA 92320
CONTACT: -
PHONE: 909.795.9801
EMAIL: -

BUILDING & SAFETY

PLANNING

THIS PROJECT HAS BEEN PERMITTED WITHOUT REVIEW AND/OR APPROVAL OF THE FOLLOWING DEFERRED SUBMITTALS. PLANS APPROVED BY THE LOCAL JURISDICTION SHALL BE OBTAINED FOR

EACH DEFERRED ITEM LISTED BELOW PRIOR TO COMMENCING ANY WORK WITHIN THE SCOPE OF SUCH DEFERRAL. DEFERRALS MUST BE REVIEWED AND ACCEPTED BY THE ARCHITECT OR ENGINEER OF RECORD PRIOR TO SUBMITTING FOR REVIEW WITH THE LOCAL JURISDICTION.

A. CONCRETE HOLLOW CORE PLANKS TO BE SUBMITTED AND PERMITTED BY OTHERS A. ALL EXTERIOR SIGNAGE TO BE SUBMITTED AND PERMITTED SEPARATELY BY OTHERS.

INSERT MAP IMAGE

CALIMESA PLANNING DEPARTMENT
908 PARK AVENUE, CALIMESA
CALIFORNIA 92320
CONTACT: -
PHONE: 909.795.9801
EMAIL: -

PROJECT SITE

REDLANDS FWY

CALIMESA
BLVD
TRASH PURVEYOR:

CR&R ENVIRONMENTAL SERVICES, 11292 WESTERN AVE., STANTON, CA 90680 PHONE NUMBER:714.826.0949
Consultant:
www.barghausen.com
ARCH. PROJECT NO.:

SHEET NAME:

SHEET NUMBER:

REV DATE DESCRIPTION
SEAL:

CONSULTANT:

DRAWN BY:

CHECKED BY: QUICK QUACK CAR WASH 44-360
LLC
A0.00
23996
COVER SHEET1128 CALIMESA BLVD, CALIMESA, CA 92320
Author
Checker
101

ROOM LABEL

ABBREVIATIONS CODE ANALYSIS

DEFERRED SUBMITTALS

NEW FACILITY FOR

SEPARATE PERMITS

PROJECT INFORMATION

QUICK QUACK CAR WASH

SITE DATA

SCOPE OF WORK

VICINITY MAP

ANNOTATION SYMBOL LEGEND

PROJECT DIRECTORY

JURISDICTION CONTACTS

PARKING ANALYSIS

MATERIAL SYMBOL LEGEND
PROJECT #:

PLAN DETAIL REFERENCE

SHEET NUMBER

ELEVATION REFERENCE

SHEET NUMBER

ELEVATION REFERENCE

SHEET NUMBER

SUB-ELEVATION LETTER

SECTION REFERENCE

SHEET NUMBER

PLAN DETAIL REFERENCE

SHEET NUMBER

ELEVATION HEIGHT

ELEVATION LOCATION

LAYOUT STARTPOINT

DOOR NUMBER

KEYNOTE

WINDOW TYPE

EQUIPMENT CALLOUT

WALL TYPE

REVISION NUMBER

ROOM NAME

ROOM NUMBER

COLUMN GRID LINE NUMBER

FINISH CALLOUT

CEILING FINISH CALLOUT

CEILING HEIGHT

DETAIL SECTION REFERENCE

SHEET NUMBER

THIS SIGNIFIES
DETAIL

IS ON SAME SHEET
CLIENT:

PROJECT:

ADDRESS:

EARTH

SAND/MORTAR/

ROCK FILL

PLASTER

CONCRETE

MASONRY,

CAST IN PLACE

CONCRETE
METAL

CONCRETE OR

CERAMIC TILE
LATH

THROUGH

WOOD, FRAMING
MEMBER

WOOD, FINISH

INTERRUPTED
MEMBER
GLASS

ACOUSTICAL

TILE OR BOARD

PLYWOOD

WOOD, FRAMING

INSULATION, BATT

INSULATION, RIGID

GYPSUM BOARD
SYSTEM

EXTERIOR INSULATION

BLOCK, PRECAST
X
--
X
--
--
X
--
X
--
X-X
--
X'-X"
X-X
--
X
X
--
X
X
--
X
X
A
B
C
D
X
X
--
X
X
--
X
X
--
--
0'-0" A.F.F.

X
-
∅ DIAMETER
@ AT
℄ CENTER LINE
# POUND or NUMBER
< ANGLE
- A -
A.B. ANCHOR BOLT

A/C AIR CONDITIONING
A.C. ASPHALTIC CONCRETE
A.C.T. ACOUSTICAL CEILING
TILE
A.F.F. ABOVE FINISH FLOOR
A.F.G. ABOVE FINISH GRADE
ALT. ALTERNATE
A.S.T.M. AMERICAN SOCIETY
FOR

TESTING & MATERIALS
- B -
BLDG. BUILDING
BOT. BOTTOM
B.O. BOTTOM OF
B.O.H. BACK OF HOUSE
- C -
C.B. CATCH BASIN
C.J. CONTROL JOINT
CLG. CEILING
CLR. CLEAR

CMU CONCRETE MASONRY
UNIT

C/O CLEANOUT
COL. COLUMN
COMM. COMMUNICATION
CONC. CONCRETE
CONT. CONTINUOUS
CONTR. CONTRACTOR
C.W. COLD WATER
- D -
DEPT. DEPARTMENT
DTL. DETAIL
D.F. DRINKING FOUNTAIN
DIA. DIAMETER
DIM. DIMENSION
DN. DOWN
D.S. DOWN SPOUT
DWG. DRAWING
- E -
(E) EXISTING
EA. EACH

EIFS EXTERIOR INSULATION

FINISH SYSTEM
ELEC. ELECTRICAL
ENCL. ENCLOSURE
E.J. EXPANSION JOINT
EQ. EQUAL
EQUIP. EQUIPMENT
EXIST. EXISTING
EXT. EXTERIOR
- F -
F.D. FLOOR DRAIN
FIN. FLR. FINISH FLOOR
FIN. FINISH
F.F. FACE OF
F.R.P. FIBERGLASS

REINFORCED PANEL
F.S. FLOOR SINK
FT. FOOT/FEET
FTG. FOOTING
FURR. FURRING
- G -
GA. GAUGE
GALV. GALVANIZED
G.C. GENERAL

CONTRACTOR
G.I. GALVANIZED IRON
GND. GROUND
GR. GRADE
GYP. BD. GYPSUM BOARD
- H -
H.B. HOSE BIBB
H.C. HOLLOW CORE
HDR. HEADER
HDW. HARDWARE
HR. HOUR
HT. HEIGHT
H.M. HOLLOW METAL
HOR. HORIZONTAL
HTG. HEATING

HVAC HEATING VENTILATION
& AIR CONDITIONING
H.W. HOT WATER
- I -
I.D. INSIDE

DIMENSION/DIAMETER
I.E. INVERT ELEVATION
INSUL. INSULATION
INT. INTERIOR
- L -
LAM. LAMINATED
LAV. LAVATORY
LBS. POUNDS
L.L. LANDLORD
- M -
MAX. MAXIMUM
MCJ. MASONRY CONSTRUCT.

JOINT
MDF. MEDIUM DENSITY

FIBERBOARD
MECH. MECHANICAL
MTL. METAL
MFR. MANUFACTURER
M.H. MAN HOLE
MIN. MINIMUM
MISC. MISCELLANEOUS
MTD. MOUNTED
M.O. MASONRY OPENING
MUL. MULLION
- N -
(N) NEW
N.I.A. NOT IN CONTRACT
NO. NUMBER
N.R. NON RATED
N.T.S. NOT TO SCALE
- O -

O/ OVER
O.C. ON CENTER
O.D. OUTSIDE

DIMENSION/DIAMETER
OPP. OPPOSITE
- P -
P.L. PROPERTY LINE
PLBG. PLUMBING
PLWD. PLYWOOD
P.O.C. POINT OF CURVATURE
P.S.I. POUNDS PER SQUARE
INCH
P.T. PRESSURE TREATED
- R -
R. RISER
(R) RELOCATED
RAD. RADIUS
R.D. ROOF DRAIN
RE: REFERENCE
REFR. REFRIGERATED
REINF. REINFORCED
REQ'D. REQUIRED
RM. ROOM
R.O. ROUGH OPENING
R.O.W. RIGHT OF WAY

RCP REFLECTED CEILING
PLAN
- S -
S.C. SOLID CORE
SCHED. SCHEDULE
SECT. SECTION
SHT. SHEET
SIM. SIMILAR
SMS. SHEET METAL SCREW
SPEC. SPECIFICATION
SQ. SQUARE
S.S. STAINLESS STEEL
STL. STEEL
ST. STANDARD
STOR. STORAGE
STRUCT. STRUCTURAL
S.O.V. SHUT OFF VALVE
SUSP. SUSPENDED
- T -
T. TREAD
TEL. TELEPHONE
TEMP. TEMPERATURE

T & G TONGUE & GROOVE
THK. THICK
T.O. TOP OF
T.S. TUBE STEEL
TYP. TYPICAL
- U -
U.O.N. UNLESS OTHERWISE
NOTED
U.L. UNDERWRITERS

LABORATORY
- V -
VERT. VERTICAL
V.C.T. VINYL COMPOSITE TILE
V.T.R. VENT THROUGH ROOF
V.I.F. VERIFY IN FIELD
- W -

W/ WITH
W.C. WATER CLOSET
WD. WOOD
W.H. WATER HEATER

W/O WITHOUT
WPR. WATERPROOF
W.W.F. WELDED WIRE FABRIC

QUICK QUACK CAR WASH
6020 WEST OAKS BLVD., STE 300
ROCKLIN, CA 95765

QUICK QUACK CAR WASH

QUICK QUACK CAR WASH
6020 WEST OAKS BLVD., STE 300
ROCKLIN, CA 95765
CONTACT: VANCE SHANNON
PHONE: 916.505.8960
EMAIL: [email protected]
OWNER

SHEET INDEX

SHEET SHEET NAME

REVISION
1 2 3
QQ PROJECT #: 44-360

JURISDICTION CONTRACTS
1128 CALIMESA BLVD,
CALIMESA, CA 92320
23996
1128 CALIMESA BLVD,
CALIMESA, CA 92320

GENERAL
A0.00 COVER SHEET
CIVIL
1 OF 17 COVER
2 OF 17 CITY GENERAL NOTES
3 OF 17 PRIVATE ENGINEER GENERAL NOTES
4 OF 17 DEMOLITION PLAN
5 OF 17 OVERALL SITE PLAN
6 OF 17 SITE PLAN
7 OF 17 SITE PLAN DETAILS
8 OF 17 GRADING PLAN
9 OF 17 GRADING PLAN
10 OF 17 GRADING PLAN DETAILS
11 OF 17 UTILITY PLAN
12 OF 17 EROSION CONTROL PLAN
13 OF 17 EROSION CONTROL DETAILS
14 OF 17 CONSTRUCTION DETAILS
15 OF 17 CONSTRUCTION DETAILS
16 OF 17 CONSTRUCTION DETAILS
17 OF 17 ALTA (FOR REFERENCE ONLY)

LANDSCAPE
L1 PRELIMINARY LANDSCAPE PLAN
L1A RENDERED PRELIMINARY LANDSCAPE PLAN
L2 PLAN PALETTE

ARCHITECTURAL
A1.10 SITE PLAN
A1.12 LICENSE PLATE RECOGNITION (LPR) DETAILS
A1.22 VACUUM CANOPY
A1.23 VACUUM CANOPY
A1.24 VACUUM AND TRASH ENCLOSURE
A1.25 VACUUM ENCLOSURE
A2.11 FLOOR PLAN
A2.13 FLOOR PLAN - QB STATION
A2.14a EQUIPMENT PLAN
A2.14b EQUIPMENT SCHEDULE
A2.30 ROOF PLAN
A3.10 BUILDING ELEVATIONS
A3.11 BUILDING ELEVATIONS
A3.12 EXTERIOR ELEVATIONS - QB STATION
A9.05 MATERIALS BOARD

STOP T NO NO PARKING PARKING N.A.P. APN: 411-190-042 N.A.P. APN: 411-190-045 INTERSTATE 10 NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig. R 1128 CALIMESA BLVD © NORTH NORTH COVER SHEET SITE MAP CITY OF CALIMESA ON-SITE IMPROVEMENT PLANS PROPOSED CAR WASH “ ” “ ” QUICK QUACK #44-360 1128 CALIMESA BLVD. CALIMESA, CA VICINITY MAP PROJECT TEAM UTILITY CONTACTS ASSESSOR'S PARCEL NUMBER BASIS OF BEARINGS BENCHMARK CONTRACTOR'S RESPONSIBILITY FOR SAFETY LEGAL DESCRIPTION SOILS ENGINEER CERTIFICATION WDID NUMBER: TBD LEGEND ABBREVIATIONS NOTICE TO CONTRACTORS ESTIMATED RAW EARTHWORK QUANTITIES SITE CALIMESA BLVD. MYRTLEWOOD DR SANDALWOOD DR SURVEY MONUMENT NOTE: NOTICE OF INTENT FOR SWRCB

NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig.

R 1128 CALIMESA BLVD
©

GENERAL NOTES FOR GRADING PLANS GENERAL NOTES FOR EROSION CONTROL PLANS

CITY GENERAL NOTES

NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig.

R 1128 CALIMESA BLVD
©

PRIVATE ENGINEER'S CIVIL CONSTRUCTION NOTES
“ ”
“ ”
“ ” “ ” “ ” “ ”
PRIVATE ENGINEER'S CIVIL CONSTRUCTION NOTES (CONT.) DESIGN ENGINEER NOTES “ ”
“ ”
“
“ ”

PRIVATE ENGINEER GENERAL NOTES

N.A.P. APN: 411-190-042 N.A.P. APN: 411-190-045 INTERSTATE 10 NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig. R 1128 CALIMESA BLVD © NORTH LEGEND DEMOLTION NOTES PROTECT-IN-PLACE NOTES EASEMENT NOTES DEMOLITION PLAN

STOP T NO PARKING NO PARKING N.A.P. APN: 411-190-042 N.A.P. APN: 411-190-045 INTERSTATE 10 NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig. R 1128 CALIMESA BLVD © NORTH PARKING DATA EASEMENT NOTES LEGEND SITE DATA OVERALL SITE PLAN

T NO PARKING N.A.P. APN: 411-190-042 N.A.P. APN: 411-190-045 INTERSTATE 10 STOP NO PARKING NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig. R 1128 CALIMESA BLVD © CONSTRUCTION NOTES NORTH EASEMENT NOTES MATCHLINE: SEE ABOVE
MATCHLINE: SEE BELOW LEGEND SITE PLAN

NO PARKINGNO PARKING NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig. R 1128 CALIMESA BLVD © NORTH NORTH NORTH NORTH CONSTRUCTION NOTES DETAIL 1 1"=10' DETAIL 2 1"=10' DETAIL 3 1"=10' DETAIL 4 1"=10' LEGEND SITE PLAN DETAILS

STOP

NO PARKING
NO

PARKING
N.A.P.

APN: 411-190-042
INTERSTATE 10
NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig.

R 1128 CALIMESA BLVD
©
NORTH
·
· LEGEND NOTE EASEMENT NOTES MATCHLINE: SEE SHEET
9 GRADING PLAN

T
N.A.P.

APN: 411-190-045
N.A.P.

APN: 411-190-042
NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig.

R 1128 CALIMESA BLVD
©
NORTH
·
·NOTE EASEMENT NOTES MATCHLINE: SEE SHEET
8 LEGEND

GRADING PLAN

NO NO PARKING

PARKING
NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig.

R 1128 CALIMESA BLVD
©

NORTHNORTHNORTH
·
·NOTE
DETAIL 1
1"=5'
DETAIL 2
1"=5'
DETAIL 3
1"=5'
LEGEND

GRADING PLAN DETAILS

T NO PARKING N.A.P. APN: 411-190-042 N.A.P. APN: 411-190-045 INTERSTATE 10 NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig. R 1128 CALIMESA BLVD © DRAINAGE ELECTRICAL DOMESTIC WATER SANITARY SEWER IRRIGATION NORTH EASEMENT NOTES LEGEND NOTES EXISTING UTILITY NOTE UTILITY PLAN

STOP
T

NO PARKING
NO

PARKING
N.A.P.

APN: 411-190-042 N.A.P.

APN: 411-190-045
INTERSTATE 10
NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig.

R 1128 CALIMESA BLVD
©
NORTH
LEGEND
24 HOUR EMERGENCY CONTACT

EROSION CONTROL NOTES

EASEMENT NOTES

BMP NOTES

EROSION CONTROL PLAN

NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig.

R 1128 CALIMESA BLVD
©
CONCRETE WASTE MANAGEMENT WM-8
AUGUST 2023 CASQA STORMWATER BMP HANDBOOK 6 OF 7 CONSTRUCTION WWW.CASQA.ORGAUGUST 2023 CASQA STORMWATER BMP HANDBOOK 7 OF 7 CONSTRUCTION WWW.CASQA.ORG CONCRETE WASTE MANAGEMENT WM-8 NPDES NOTES:

GENERAL EROSION CONTROL NOTES:

MAINTENANCE NOTES:

SEQUENCE OF CONSTRUCTION:
4 GRAVEL BERM (SE-6)
1 CONCRETE WASTE MANAGEMENT 2
STABILIZED CONSTRUCTION ENTRANCE (TC-1)
3 TIRE WASH RACK (TC-3)

EROSION CONTROL DETAILS

NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig.

R 1128 CALIMESA BLVD
©
2 SIGN BASE DETAIL

ACCESSIBLE
VAN

PARKING

RESERVED
FINE $250 MINIMUM
1 VAN ACCESSIBLE PARKING SIGN DETAIL
11 PAVEMENT SECTIONS
5 ACCESSIBLE PARKING STRIPING 8ACCESSIBLE PATH SIGN
3 ACCESSIBLE RAMP DETAILS

PARKING SIGN
NOTE: + Actual Channel length is 81 1/4 [2064] to allow for overlap.

TRENCH DRAIN DETAIL
MANUFACTURE: ZURN
MODEL: Z886-HD

DETECTABLE WARNING
6 ACCESSIBLE PATH-OF-TRAVEL STRIPING
10 4
9 STANDARD 90° PARKING STALL STRIPING 7
12 CONCRETE CURB

CONSTRUCTION DETAILS

NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig.

R 1128 CALIMESA BLVD
©
6 RIBBON GUTTER
≥
PIPE BOLLARD DETAIL 6' PRECAST CONCRETE WHEEL STOP
7 ROOF DOWNSPOUT TO PIPE DETAIL 5CLEANOUT DETAIL
4 ROLLED CURB 0" CONCRETE CURB 1 2 3
CONSTRUCTION AND CONTROL JOINT 8

CONSTRUCTION DETAILS

NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig.

R 1128 CALIMESA BLVD
©

CONSTRUCTION DETAILS

NOT FOR CONSTRUCTION Know what'sbelow. Callbefore you dig.

R 1128 CALIMESA BLVD
©

ALTA (FOR REFERENCE ONLY)

STOP
T

NO PARKING
NO

PARKING
NORTH
SYMBOL QTY BOTANICAL / COMMON NAME CONT WUCOLS FIELD3
TREES
12 Prunus cerasifera 'Krauter Vesuvius' / Krauter Vesuvius Purple-leaf Plum 24" box Moderate11 Quercus ilex / Holly Oak 15 gal. Low 3 Quercus suber / Cork Oak 36" box Low
2 Ulmus parvifolia 'True Green' / True Green Lacebark Elm 36" box Moderate 50` x 35`

SYMBOL QTY BOTANICAL / COMMON NAME CONT WUCOLSSHRUBS
52 Agave americana / Century Plant 5 gal. Low37 Agave americana 'Marginata' / Variegated Century Plant 5 gal. Low 139 Aloe x 'Always Red' / Always Red Aloe 1 gal. Low
87 Anigozanthos x 'Orange Cross' / Orange Cross Kangaroo Paw 5 gal. Low 152 Callistemon viminalis 'Little John' / Little John Weeping Bottlebrush 5 gal. Low111 Leucophyllum candidum 'Thunder Cloud' / Thunder Cloud Texas Sage 5 gal. Low 65 Olea europaea 'Montra' / Little Ollie® Olive 5 gal. Low92 Yucca x `Bright Star` / Variegated Spanish Dagger 5 gal. Low

PERENNIALS/GRASSES
118 Cistus x 'Sunset' / Rockrose 1 gal. Low133 Eremophila hygrophana 'Blue Bells' / Blue Bells Emu Bush 1 gal. Low170 Muhlenbergia lindheimeri / Lindheimer's Muhly 1 gal. Low

VINES/ESPALLIERS
5 Macfadyena unguis-cati / Yellow Trumpet Vine 5 gal. Low

SYMBOL QTY BOTANICAL / COMMON NAME CONT WUCOLS SIZE H/W SPACINGGROUND COVERS 141 Grevillea lanigera 'Coastal Gem' / Coastal Gem Grevillea 1 gal. Low 48" o.c.110 Lantana montevidensis / Purple Trailing Lantana 1 gal. Low 42" o.c.133 Myoporum parvifolium 'Putah Creek' / Putah Creek Trailing Myoporum 1 gal. Low 72" o.c.

PLANT SCHEDULE
0 SCALE:
20 40 60 feet
1" = 20'

BIKE RACK

DRIVE ISLES

PARKING
PARKING LOT SHADE TREE (TYP. OF 2)

VACUUM STATIONS CANOPES

QUICK QUACK CARWASH

TRANSFORMER

TRASH/UTILITY ENCLOSURE

UTILITY ENCLOSURE

FLAG POLE

WALKWAY

SHARED DRIVEWAY EXISTING SOUND/SCREEN WALL

DRIVEWAY

SHARED DRIVEWAY

SHARED DRIVEWAY
PROPERTY LINE (TYP.)

COMPLIANCE STATEMENT
I agree to comply with the requirements of the water efficientlandscape ordinance and submit a complete Landscape Documentation Package
10-28-25
TREE SIZE CHARTTOTAL TREES 28
REQUIRED 24" BOX- 7 (25% )
PROVIDED 24" BOX- 12
REQUIRED 36" BOX- 4 (15% )
PROVIDED 36" BOX- 5

GENERAL NOTES

1. All landscape planting areas shall receive a minimum 3" layer of organic wood chip mulch top dressing. Shredded mulch (Gorilla Hair) will not be an acceptable option.

2. All trees, shrubs and groundcover shall be irrigated with a drip system, smart controller , weather sensor, etc.and shall meet City of Calimesa Water Efficient standards/regulations.

3. All new trees located within 7' of pavement or permanent structure shall have a root barrier.

4. A soils fertility analysis report and recommendations by a certified soils analysis laboratory shall be completed prior to construction. Soil samples shall be collected after site roughgrading has been completed.

LANDSCAPE AREA CALCULATION
PROPERTY AREA 63,604 SFLANDSCAPE AREA: 25,698 SF (40%)

LOW PLANTING AT DRIVEWAY

SIGHT LINE AREAS

LOW PLANTING

AT DRIVEWAY

SIGHT LINE
AREAS

LOW PLANTING

AT DRIVEWAY

SIGHT LINE
AREAS
Prepared Under the Direction of:

SheetPlan File:Project Number: -- Scale: Date: SEE PLAN 10-29-25 Rev Date Description Check - - - RLS
P.O. Box 2083Petaluma CA 94952707-280-8990OliveStreetLandscape.comrod@olivestreetlandscape.com 6020 WEST OAKS BOULEVARD, SUITE 300
ROCKLIN, CA 95765
QUICK QUACK CARWASH 44-360
CALIMESA, CA 92320
1128 CALIMESA BOULEVARD
L1

PRELIMINARY

LANDSCAPE PLAN

STOP
T

NO PARKING
NO

PARKING
NORTH
SYMBOL QTY BOTANICAL / COMMON NAME CONT WUCOLS FIELD3
TREES
12 Prunus cerasifera 'Krauter Vesuvius' / Krauter Vesuvius Purple-leaf Plum 24" box Moderate11 Quercus ilex / Holly Oak 15 gal. Low 3 Quercus suber / Cork Oak 36" box Low2 Ulmus parvifolia 'True Green' / True Green Lacebark Elm 36" box Moderate 50` x 35`

SYMBOL QTY BOTANICAL / COMMON NAME CONT WUCOLSSHRUBS
52 Agave americana / Century Plant 5 gal. Low
37 Agave americana 'Marginata' / Variegated Century Plant 5 gal. Low 139 Aloe x 'Always Red' / Always Red Aloe 1 gal. Low
87 Anigozanthos x 'Orange Cross' / Orange Cross Kangaroo Paw 5 gal. Low 152 Callistemon viminalis 'Little John' / Little John Weeping Bottlebrush 5 gal. Low111 Leucophyllum candidum 'Thunder Cloud' / Thunder Cloud Texas Sage 5 gal. Low 65 Olea europaea 'Montra' / Little Ollie® Olive 5 gal. Low92 Yucca x `Bright Star` / Variegated Spanish Dagger 5 gal. Low

PERENNIALS/GRASSES
118 Cistus x 'Sunset' / Rockrose 1 gal. Low133 Eremophila hygrophana 'Blue Bells' / Blue Bells Emu Bush 1 gal. Low170 Muhlenbergia lindheimeri / Lindheimer's Muhly 1 gal. Low

VINES/ESPALLIERS
5 Macfadyena unguis-cati / Yellow Trumpet Vine 5 gal. Low

SYMBOL QTY BOTANICAL / COMMON NAME CONT WUCOLS SIZE H/W SPACINGGROUND COVERS 141 Grevillea lanigera 'Coastal Gem' / Coastal Gem Grevillea 1 gal. Low 48" o.c.110 Lantana montevidensis / Purple Trailing Lantana 1 gal. Low 42" o.c.133 Myoporum parvifolium 'Putah Creek' / Putah Creek Trailing Myoporum 1 gal. Low 72" o.c.

PLANT SCHEDULE
0 SCALE:
20 40 60 feet
1" = 20'

BIKE RACK

DRIVE ISLES

PARKING
PARKING LOT SHADE TREE (TYP. OF 2)

VACUUM STATIONS CANOPES

QUICK QUACK CARWASH

TRANSFORMER

TRASH/UTILITY ENCLOSURE

UTILITY ENCLOSURE

FLAG POLE

WALKWAY

SHARED DRIVEWAY EXISTING SOUND/SCREEN WALL

DRIVEWAY

SHARED DRIVEWAY

SHARED DRIVEWAY
PROPERTY LINE (TYP.)
COMPLIANCE STATEMENTI agree to comply with the requirements of the water efficient landscape ordinance and submit a complete Landscape
Documentation Package
10-28-25
TREE SIZE CHARTTOTAL TREES 28
REQUIRED 24" BOX- 7 (25% )PROVIDED 24" BOX- 12REQUIRED 36" BOX- 4 (15% )PROVIDED 36" BOX- 5 GENERAL NOTES1. All landscape planting areas shall receive a minimum 3" layer of organic wood chip mulch top dressing. Shredded mulch (Gorilla Hair) will not be an acceptable option.

2. All trees, shrubs and groundcover shall be irrigated with a drip system, smart controller , weather sensor, etc.and shall meet City of Calimesa Water Efficient standards/regulations.

3. All new trees located within 7' of pavement or permanent structure shall have a root barrier.

4. A soils fertility analysis report and recommendations by a certified soils analysis laboratory shall be completed prior to construction. Soil samples shall be collected after site rough grading has been completed.

LANDSCAPE AREA CALCULATION
PROPERTY AREA 63,604 SFLANDSCAPE AREA: 25,698 SF (40%)

LOW PLANTING AT DRIVEWAY

SIGHT LINE AREAS

LOW PLANTING

AT DRIVEWAY

SIGHT LINE
AREAS

LOW PLANTING

AT DRIVEWAY

SIGHT LINE
AREAS
Prepared Under the Direction of:

SheetPlan File:Project Number: -- Scale: Date: SEE PLAN 10-29-25 Rev Date Description Check - - - RLS
P.O. Box 2083Petaluma CA 94952
[email protected] 6020 WEST OAKS BOULEVARD, SUITE 300
ROCKLIN, CA 95765
QUICK QUACK CARWASH 44-360
CALIMESA, CA 92320
1128 CALIMESA BOULEVARD
L1A

RENDERED PRELIMINARY

LANDSCAPE PLAN

Quercus suber Cork Oak
Agave americana 'Marginata' Variegated Century
Plant
Aloe x 'Always Red' Always Red Aloe
Anigozanthos x 'Orange Cross' Orange
Cross Kangaroo Paw
Callistemon viminalis 'Little John' Little
John Weeping Bottlebrush
Olea europaea 'Montra' Little Ollie® Olive
Leucophyllum candidum 'Thunder
Cloud' Thunder Cloud Texas Sage
Grevillea lanigera 'Coastal Gem' Coastal GemGrevillea
Prunus cerasifera 'Krauter Vesuvius' Krauter
Vesuvius Purple-leaf Plum
Quercus ilex Holly Oak Ulmus parvifolia 'True Green' True Green Lacebark Elm Agave americana Century Plant
Yucca x `Bright Star`Variegated Spanish
Dagger
Cistus x 'Sunset' Rockrose Eremophila hygrophana 'Blue Bells' Blue Bells Emu Bush
Lantana montevidensis Purple TrailingLantana Myoporum parvifolium 'Putah Creek' Putah Creek Trailing Myoporum Macfadyena unguis-cati Yellow Trumpet Vine Muhlenbergia lindheimeri Lindheimer'sMuhly
Prepared Under the Direction of:

SheetPlan File:Project Number: -- Scale: Date: SEE PLAN 10-29-25 Rev Date Description Check - - - RLS
P.O. Box 2083Petaluma CA 94952
[email protected] 6020 WEST OAKS BOULEVARD, SUITE 300
ROCKLIN, CA 95765
QUICK QUACK CARWASH 44-360
CALIMESA, CA 92320
1128 CALIMESA BOULEVARD
L2

PLANT PALETTE

NO

PARKING
NO

PARKING
1 2
3 3
4 4
55 67
98 10
11 11
12 12
13 13
14 15
15 16
17 18
19 20
21 22
23 25 24
25 26
27 28
29 30
31 32
31 33
34 35
5' - 0"
36 37
38 24
'
-
0 "
5 '
-
0 "
6' - 0"
37' - 6"
18' - 0"
14' - 0"
12' - 0"
7' - 2"
6' - 0"
5' - 0" 10' - 0"
10' - 0"
13' - 0"
10' - 0"
13' - 0"
19' - 0" 26' - 0" 19' - 0"
18' - 0"
14' - 0"
8' - 0"
19' - 0"
1 26' - 4"
30' - 3"
54'
-
0"
88' - 2"
Consultant:
www.barghausen.com
ARCH. PROJECT NO.:

SHEET NAME:

SHEET NUMBER:

REV DATE DESCRIPTION
SEAL:

CONSULTANT:

DRAWN BY:

CHECKED BY: QUICK QUACK CAR WASH 44-360
LLC
A1.10
23996
SITE PLAN1128 CALIMESA BLVD,
CALIMESA, CA 92320
MB
MU

SITE PLAN
1 PROPERTY LINE. SEE CIVIL DRAWINGS.
2 ACCESSIBLE PATH OF TRAVEL SHOWN DASHED PER CBC CHAPTER 11B DIVISION 4. 3 VAN ACCESSIBILITY PARKING STALL. PAINT ACCESSIBLE LOADING ZONE WITH 4" WIDE STRIPING WITH TWO COATS OF HIGHWAY BLUE PAVEMENT MARKING PAINT. PAINT WORDS "NO PARKING" IN 12" HIGH LETTERS WITHIN THE LOADING ZONE.
4 INTERNATIONAL SYMBOL AT PARKING STALL.
5 ACCESSIBLE PARKING SIGN, (TYPICAL).
6 BICYCLE RACK.
7 30" FLAG POLE PROVIDED AND INSTALLED BY VENDOR. GC TO INSTALL FOOTING. 8 4" THICK CONCRETE WALK WITH MEDIUM BROOM FINISH, PERPENDICULAR TO PATH OF TRAVEL.

SLOPE NOT TO EXCEED 5% IN DIRECTION OF TRAVEL. CROSS SLOPE NOT TO EXCEED 2%. 9 6" CONCRETE CURB OR CURB AND GUTTER (TYPICAL).
10 24" ROLLED CONCRETE CURB.
11 CONCRETE DRIVE.
12 TRUNCATED DOMES.
13 GRADE BREAK LINE.
14 HEAVY DUTY 12" WIDE NEENAH FOUNDRY TRENCH DRAIN, OR OWNER APPROVED EQUIVALENT. 15 4" CONCRETE FILLED PIPE BOLLARD AT ENTRANCE (TYPICAL). 16 UNDERGROUND RECLAIM TANKS.
17 WAIT/GO SIGN.
18 MENU BOARD.
19 COMBINED VACUUM/TRASH ENCLOSURE. SEE SHEET A1.24
20 VACUUM EQUIPMENT ENCLOSURE. SEE SHEET A1.25
21 PAY CANOPY. SEE SHEET A1.12
22 VACUUM CANOPY 1. SEE 1/A1.22.
23 VACUUM CANOPY 2. SEE 1/A1.23.
24 TRASH RECEPTACLES (TYPICAL).
25 LANDSCAPING.SEE LANDSCAPE DRAWINGS
26 LICENSE PLATE RECOGNITION, CAMERAS.
27 ELECTRICAL TRANSFORMER. VERIFY EXACT LOCATION WITH ELECTRICAL COMPANY. 28 SWITCHGEAR LOCATION.
29 AUTOMATIC GATE ARM.
30 DIRECTIONAL ARROW PAVEMENT MARKING.
31 "STOP" PAVEMENT MARKING.
32 "DO NOT ENTER" PAVEMENT MARKING.
33 VACUUM STALL STRIPING.
34 PARKING STRIPING PER CITY STANDARDS (TYP).
35 PEDESTRIAN STRIPING (TYPICAL).
36 DRIVEWAY LANE STRIPING. (TYPICAL)
37 RUBBER SPEED BUMP (TYPICAL)
38 STACKING LANE PAY GATES (TYPICAL).
# KEYNOTE DESCRIPTION
1" = 30'-0"
1

6 A1.12
____
A1.12
7 A1.12
7 CL

FROM GATE ARM TO LPR
32' - 9"
CL

FROM GATE ARM TO BOLLARD
34' - 9"
A1.12
3 4
A1.12
1 2
2 3
4 4
5 6
7 8
9 9
10 10
11 12
13 13
CL
1' - 6"
A1.12
7 4 9 2
6 1
A1.12
3 CLCL
2' - 0"
CL
1' - 6"
CL
CL
CL
CL 7"
13' - 6" 13' - 6" 13' - 6" 5' - 11"
3" MIN.

CL 9' - 9" 3' - 3"
CL 5' - 0"
13' - 0"
2' - 6"
CL
CL
1' - 0" 1' - 0"
CL
CL
1' - 0" 1' - 0"
10' - 6"
CLEAR
3' - 0"
10' - 6"
CLEAR
3' - 0"
10' - 6"
CLEAR
37' - 6"
39' - 1" STRIPING LENGTH
8 8
47' - 0"
11 NOTE:

CONDUIT FOR CAMERA TO BE

FED UP FROM UNDERGROUND

INTO THE BASE OF CAMERA
ENCLOSURE.
56 3/8"
11 13/16"
8 5/8"
8"
41 3/8" 15"
8"
4"
NOTE:

CONDUIT FOR CAMERA TO BE FED

UP FROM UNDERGROUND INTO THE
BASE OF CAMERA ENCLOSURE.

LPR BASE PLATE

OVERALL
8"
8"
4"
41 3/8"
3/8"
R1/4" TYP X4
8"
7 1/8"
5 1/2"
2 1/2"
7/8"
8"
5/8" TYP X4
7 1/8"
5 1/2"
2 1/2"
7/8"
NOTE:

Q-SAQ ELKA VEHICLE

PARKING BARRIER GATE/

ARM ASSEMBLY
5" 1"
118 3/8"
45 5/8"
45"
11 13/16" 14 3/16"
56 1/8"
12" RISER BASE

PROVIDED BY QQ

CONDUIT, REFER TO ELECTRICAL

TOP OF DRIVE SLAB
CLCLCLCL 3"
5' - 11"13' - 6"13' - 6"13' - 6"
7"

FOOTING BELOW GRADE

REFER TO STRUCTURAL

TOP OF FOOTING TO BE PLACE
BELOW CONCRETE. CONTROL

JOINT AROUND FOOTING

REFER TO STRUCTURAL

FACE OF

BUILDING
MIN. 3" GAP BETWEEN BLDG.

FINISH AND CANOPY EDGE

ROLLED STANDING SEAM ROOF

DECK, REFER TO STRUCTURAL
12 13 10 13 10
4 4
K
P1

HSS POST REFER TO STRUCTURAL
13 10
4 FINISH GRADE AS OCCURS
3' - 3" 9' - 9"
13' - 0"
CL

PER STRUCTURAL
9' - 8"
8' - 2"

ROLLED STANDING SEAM

ROOF DECK

ROLLED HSS BEAM
PAINT; REFER TO

STRUCTURAL
HSS POST; REFER TO

STRUCTURAL

FOOTING, REFER

TO STRUCTURAL
R26' - 4 5/8"

LIGHT FIXTURE

SEE ELECTRICAL

DRAWINGS
REFER TO A3.10 AND A3.11

EXTERIOR ELEVATIONS FOR

COLOR AND MATERIAL
LEGEN
Q P5
10' - 6 1/2"
P
P5
K
P7
R-26'-4 3/8"

LPR CANOPY FLOOR PLAN
LPR CAM. HOUSING ASSEMBLY

LPR CAMERA HOUSING BASE AND TUBE
STACKING LANE GATES - P 3000

CANOPY ELEVATION

CANOPY SECTION
1 CONDUIT FOR CAMERA NEEDS TO BE FED UP FROM
UNDERGROUND INTO THE BASE OF THE CAMERA ENCLOSURE.
2 SAW CUT LOOP DETECTOR WITH THE ENTRY SIDE DIRECTLY
UNDER THE GATE ARM.
3 PROVIDE (2) 1" CONDUIT TO MENU BAORD.
4 11"x72" RUBBER SPEED BUMP W/6" ROUNDED END CAP,
CENTERED ON PIPE BOLLARDS. PROVIDED BY QUICK QUACK,
INSTALLED BY G.C.
5 4" DIAMETER STEEL PIPE BOLLARDS.
6 LPR CAMERA. SEE DETAIL 2/A1.12.
7 OUTLINE OF STEEL CANOPY ABOVE.
8 CANOPY COLUMN.
9 12"x72" SENSOR LOOP DIRECTORS. INSTALL LOOP AT 1-1/2" BELOW T.O. PAVEMENT.
10 AUTOMATIC GATE ARM. SEE DETAILS 4/A1.12.
11 3'-0" WIDE DRIVEWAY LANES STRIPING.
12 DIGITAL MENU BOARD.
13 STACKING LANE PAY GATES. SEE DETAIL 4/A1.12
1/8" = 1'-0"
1 3/4" = 1'-0"
2 1" = 1'-0"
3 1/4" = 1'-0"
4 # KEYNOTE DESCRIPTION

KEYNOTES
1/2" = 1'-0"
7 1/4" = 1'-0"
6 Consultant:
www.barghausen.com
ARCH. PROJECT NO.:

SHEET NAME:

SHEET NUMBER:

REV DATE DESCRIPTION
SEAL:

CONSULTANT:

DRAWN BY:

CHECKED BY: QUICK QUACK CAR WASH 44-360
LLC
A1.12
23996

LICENSE PLATE

RECOGNITION
(LPR) DETAILS1128 CALIMESA BLVD CALIMESA, CA
MB
MU

NO

PARKING

CLCLCLCLCLCLCLCLCLCL
7"
0"13' - 0"19' - 6" - 0"13' - 0"13' - 0"13' - 0"13' - 0"13' - 0"13' - 13' - 0"13' - 0"13' - 0"13' - 0"13' - 0"13' - 0"13' 7"
202' - 8"
8' - 2" BACK

OF CANOPY
9' - 8"FRONT

OF CANOPY

TOP OF FOOTING SHALL REMAIN

THE SAME HEIGHT AT ALL

FOOTINGS ABOVE FINISH GRADE

FOOTING BELOW GRADE

REFER TO STRUCTURAL

HSS POST (TYPICAL)

REFER TO STRUCTURAL

ROLLED STANDING SEAM ROOF

TOP OF DRIVE SLAB DECK, REFER TO STRUCTURAL
K
P7
3 A1.22
10' - 6 1/2"
2 A1.22
____

HSS POST, BASE PLATE
AND FOOTING (TYP.),

REFER TO STRUCTURAL

TRASH RECEPTACLES
(TYPICAL)

HSS BEAM (TYPICAL)
4" HIGHWAY PAINT REFER TO STRUCTURAL

YELLOW STRIPING

ROLLED STANDING SEAM

ROOF DECK, REFER TO

STRUCTURAL
K
P7
CL 9' - 9" 3' - 3"
13' - 0"

CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL
7"
19' - 6" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 7"
202' - 8"
3 A1.23
6" DIA. MAIN

VACUUM LINE ABOVE
L1
0' - 0"
CLEAR
3' - 0"
FOOTING BELOW GRADE.

TOP OF COLUMN FOOTINGS

TO BE AT SAME HEIGHT

REFER TO STRUCTURAL
33" "Q" BALL TO FIT IN

BETWEEN THE FACE OF CURB

AND FACE OF FOOTING

TOP OF CURB AS OCCURS

HSS POST - POWDER COATED

FROM MANUFACTURER

REFER TO STRUCTURAL

HSS BEAM POWDER

COATED FROM

MANUFACTURER

REFER TO STRUCTURAL

ROLLED STANDING SEAM

ROOF DECK REFER TO

STRUCTURAL MAIN VACUUM LINE TO
MATCH VACUUM POSTS.

LIGHT FIXTURE - SEE

ELECTRICAL DRAWINGS
3" VACUUM HOSE

MOUNTING PAD
2" VACUUM HOSE

FINISH GRADE WHERE
OCCURS
8" DIA. MAIN

VACUUM LINE
VACUUM

CLEAN-OUT
AT EA. STALL, TYP.

R-26'-4 3/8"
CL
3' - 3" 9' - 9"
13' - 0"
9' - 8"
10' - 6 1/2"
CL
4' - 0"
8' - 2"
1/8" = 1'-0"
ELEVATION - EAST 2
1/8" = 1'-0"
FLOOR PLAN 1
1/4" = 1'-0"
VACUUM CANOPY SECTION 3
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25 Page 391 of 593

FOOTING BELOW GRADE TOP OF DRIVE SLAB

TOP OF FOOTING SHALL

REMAIN THE SAME HEIGHT

AT ALL FOOTINGS ABOVE
FINISH GRADE.

CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL
7"
0"13' - 0"13' - 0" - 0"13' - 0"13' - 0"13' - 0"13' - 0"13' - 0"13' - 13' - 0"13' - 0"13' - 0"13' - 0"13' - 0"13' - 0"13' 7"

ROLLED STANDING SEAM ROOF

DECK, REFER TO STRUCTURAL
196' - 2"
10' - 6 1/2"
3 A1.23
2 A1.23
____

HSS POST, BASE PLATE
AND FOOTING (TYP.),

REFER TO STRUCTURAL

TRASH RECEPTACLES
(TYPICAL)

HSS BEAM (TYPICAL)

REFER TO STRUCTURAL
4" HIGHWAY PAINT

YELLOW STRIPING

ROLLED STANDING SEAM

ROOF DECK, REFER TO

STRUCTURAL
CL 3' - 3" 9' - 9"

CLCLCLCLCLCLCLCLCLCLCLCLCLCLCLCL
7" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 13' - 0" 7"
196' - 2"
6" DIA MAIN

VACUUM LINE ABOVE
13' - 0"
3 A1.23
L1
0' - 0"
CLEAR
3' - 0"
FOOTING BELOW GRADE.

TOP OF COLUMN FOOTINGS

TO BE AT SAME HEIGHT

REFER TO STRUCTURAL
33" "Q" BALL TO FIT IN

BETWEEN THE FACE OF CURB

AND FACE OF FOOTING

TOP OF CURB AS OCCURS

HSS POST - POWDER COATED

FROM MANUFACTURER

REFER TO STRUCTURAL

HSS BEAM POWDER

COATED FROM

MANUFACTURER

REFER TO STRUCTURAL

ROLLED STANDING SEAM

ROOF DECK REFER TO

STRUCTURAL MAIN VACUUM LINE TO
MATCH VACUUM POSTS.

LIGHT FIXTURE - SEE

ELECTRICAL DRAWINGS
3" VACUUM HOSE

MOUNTING PAD
2" VACUUM HOSE

FINISH GRADE WHERE
OCCURS
8" DIA. MAIN

VACUUM LINE
VACUUM

CLEAN-OUT
AT EA. STALL, TYP.

R-26'-4 3/8"
CL
3' - 3" 9' - 9"
13' - 0"
9' - 8"
10' - 6 1/2"
8' - 2"
CL
4' - 0"
1/8" = 1'-0"
ELEVATION - WEST 2
1/8" = 1'-0"
FLOOR PLAN 1
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1/4" = 1'-0"
VACUUM CANOPY SECTION 3

2 A1.24
____
6 A1.24
____
3 A1.24
____
5 A1.24
____
5' - 4" 8' - 0"
20' - 0" 8"
20' - 8"
8" REINFORCED DRIVE SLAB.

SEE SITE PLAN.
8 X 8 X 16 CONCRETE MASONRY
UNIT WALL. COLOR AND STYLE

TO MATCH CAR WASH BUILDING

VACCUM EQUIPMENT

OUTLINE OF ROOF
10 A1.24
A1.24
11 METAL PANEL GATE (TYP)

HOLLOW METAL DOOR
& FRAME, PAINT TO MATCH

ADJACENT SURFACE

EXPANSION JOINT
TYP.
8" 12' - 0" 8' - 0"

EXPANSION JOINT (TYP)
5"SQ CONCRETE

FILLED PIPE BOLLARD
(TYP)

METAL PANEL GATE (TYP)
5"SQ CONCRETE

FILLED PIPE BOLLARD
(TYP)
13' - 4"
6" CONC. CURB
20' - 8"
EXPANSION JOINT, TYP.
4' - 0" 4' - 0"
6' - 0"
4 YARD BIN
90 GALLON ORGANICS
ROLLER
2' - 3"
2' - 5"
HSS 4x4x1/4 POST
HSS 4x4x1/4 POST
HSS 8x2x1/8 FASCIA
HSS 8x2x1/8 FASCIA
HSS 8x2x1/4
HSS 8x2x1/4
HSS 8x2x1/4 FASCIA
HSS 8x2x1/4 FASCIA
7 A1.24
22 GA HSB-36 METAL
DECK, CONT. OVER

STEEL JOISTS REFER TO

STRUCTURAL, REFER

TO ELEVATIONS FOR

FINISH INFORMATION
J
P7
1/4" / 1'-0"
5" SQ CONCRETE FILLED

PIPE BOLLARD (TYP)

METAL GATE (TYPICAL)

CONTRACTOR TO PROVIDE

AND INSTALL HASP AND HASP

LOCK, MATER LOCK MODEL
M736XKAD
WIRE MESH ON ALL 4 SIDES OF
VACUUM ENCLOSURE, WITH 2"

GAP FROM ADJACENT STRUCTURE

TO PREVENT ACESS POINTS

TOP OF MASONRY
8' - 0"
C
P11
Q
P5
8 A1.24

METAL ROOF
A
P1
B
P2
Q
P5
R
P5
P
P7
J
P7
CL 3' - 2"
2"
2"
10' - 2"

TOP OF MASONRY
8' - 0"

METAL ROOF DECK
C
P11
A
P1
B
P2
8 A1.24
WIRE MESH ON ALL 4 SIDES OF ENCLOSURE,
WITH 2" GAP FROM ADJACENT STRUCTURE

TO PREVENT ACCESS POINTS
Q
P5
P
P7
J
P7
R
P5
9' - 8"
B
P2
C
P11

METAL ROOF DECK
8 A1.24
WIRE MESH ON ALL 4 SIDE OF ENCLOSURE,
WITH 2" GAP FROME ADJACENT STRUCUTRE

TO PREVENT ACCESS POINTS
F
P4
A
P1
Q
P5
J
P7
P
P7
R
P5
2"
2"

METAL HOLLOW DOOR
10' - 2"

TOP OF MASONRY
8' - 0"
1/4" / 1'-0"

TOP OF MASONRY
8' - 0"

METAL ROOF DECK
WIRE MESH ON ALL 4 SIDES OF TRASH
ENCLOSURE, WITH 2" GAP FROM ADJACENT

STRUCTURE TO PREVENT ACCESS POINTS
B
P2
C
P11
A
P1
8 A1.24
J
P7
P
P7
R
P5
Q
P5
METAL GATE (TYP.)
9' - 8"
10' - 2"
2"
2"
1/4" / 1'-0"
N
P5
5" SQ CONCRETE FILLED

PIPE BOLLARD (TYP)

CONTRACTOR TO PROVIDED

AND INSTALL HASP AND

HASP LOCK, MATER LOCK
MODEL M736XKAD
CL
3' - 2"
1/4" WELDED CAP PLATE
TYP
3/16"
22 GA HSB-36 METAL EDCK,
CONT. OVER STEEL JOISTS
W/ #12 TEK SCREWS @ EA
JOIST LOW FLUTE, TYP.

HSS PURLIN AND BEAM

PER PLAN

HSS COLUMN PER PLAN
1 BASE PLATE 3/4" X 6" X 1'-0"
WITH 4 - 3/4" A36 "J" BOLTS

HOOKED AROUND TOP REINF
3/16"
NOTE:

PAINT ALL STEEL TO MATCH

ADJACENT BUILDING
COLORS, TYP.

ROOFING ABOVE
1" SQUARE STEEL TUBE.

SEE STRUCTURAL DRAWINGS

WIRE MESH - COORDINATE

WITH OWNER

HSS COLUMN PER PLAN

CMU WALL - SEE STRUCTURAL

DRAWINGS
NOTE:

SEE DETAIL 7/A1.24 FOR

ADDITIONAL INFORMATION
GROUT CAP. SHAPE TO
DRAIN. PAINT TO MATCH
BLOCK COLOR.
8" CONCRETE MASONRY AS
OCCURS. COLOR AND STYLE

TO MATHC CAR WASH BUILDING
2"
9 -

ROUNDED GROUT CAP
8X8X16 CONCRETE MASONRY

UNITS AS OCCURS-COLOR AND

STYLE TO MATCH CAR WASH

BUILDING
6" CONCRETE CURB WITH 3/4"

CHAMFER EDGE AT TRASH
ENCLOSURE.

FINISH GRADE AS OCCURS.

CONCRETE FOOTING. SEE
STRUCTURAL DRAWINGS.
(13) COURSES = 8' - 8"
8' - 0" ABOVE FINISH GRADE
5"x5" SQUARE

CONCRETE FILLED

EXTRA STRENGTH PIPE
BOLLARD.
3 1/2" X 2 1/2" X 3/8" STEEL

ANGLE GATE FRAME
ASC PACIFIC 18 GA. "MINI
V BEAM" METAL PANEL.
5"X5" SQUARE CONCRETE

FILLED EXTRA STRENGTH
PIPE BOLLARD.

SHUT IT "BAD ASS" GATE
HINGE ##C1300. TYPICAL
3 PLACES PER EACH POST
PROVIDE 5/16" FILLET ALL
AROUND HINGE BOTH SIDES.

SECTION

ELEVATION
CMU WALL CONSTRUCTION - REFER TO FLOOR PLAN A2.11

SYMBOL DESCRIPTION
#

DETAIL INDICATOR
DOOR SYMBOL - REFER TO DOOR SCHEDULE A7.10
1 3
4 2 ELEVATION SYMBOLS X
X
X
X
X
X
REFER TO A3.10 AND A3.11

EXTERIOR ELEVATIONS FOR

COLOR AND MATERIAL LEGEND
REFER TO A3.10 AND A3.11

EXTERIOR ELEVATIONS FOR

COLOR AND MATERIAL LEGEND
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VACUUM AND
TRASH ENCLOSURE 1128 CALIMESA BLVD CALIMESA, CA
MB
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1/4" = 1'-0"
FLOOR PLAN 1
1/4" = 1'-0"
4ROOF PLAN
1/4" = 1'-0"
2ELEVATION - SOUTH
1/4" = 1'-0"
5ELEVATION - NORTH
1/4" = 1'-0"
3ELEVATION - WEST
1/4" = 1'-0"
6ELEVATION - EAST

ROOF SLEEVE HINGE DETAIL
1 1/2" = 1'-0"
7 ROOF MESH DETAIL
1 1/2" = 1'-0"
8 WALL CAP DETAIL
1 1/2" = 1'-0"
9 WALL SECTION
1/2" = 1'-0" 10

TRASH ENCLOSURE GATE HINGE
1 1/2" = 1'-0"
11 SYMBOL LEGEND
REFER TO A3.10 AND A3.11

EXTERIOR ELEVATIONS FOR

COLOR AND MATERIAL LEGEND
REFER TO A3.10 AND A3.11

EXTERIOR ELEVATIONS FOR

COLOR AND MATERIAL LEGEND

3 A1.25
____
6 A1.25
____
4 A1.25
____
5 A1.25
____
14' - 0"
8' - 8"
8" REINFORCED DRIVE SLAB.

SEE SITE PLAN.
8 X 8 X 16 CONCRETE MASONRY
UNIT WALL. COLOR AND STYLE

TO MATCH CAR WASH BUILDING

VACUUM EQUIPMENT

OUTLINE OF ROOF

EXPANSION JOINT (TYP)
4"SQ CONCRETE FILLED

PIPE BOLLARD (TYP)

METAL PANEL
A1.25 GATE (TYP)
11 10
A1.25
7' - 4" 8"
WELDED CONT. (TYP)
22 GA HSB-36 METAL DECK.

WELDED CONT. (TYP)
16' - 0"
HSS8X2X1/4 FASCIA
HSS8X2X1/4 FASCIA
HSS8X2X1/4 FASCIA
HSS 4x4x1/4 POST
HSS 4x4x1/4 POST HSS 4x4x1/4 POST
HSS 4x4x1/4 POST
7 A1.25
1/4" / 1'-0"

TOP OF MASONRY
8' - 0"
2"
2"
8 A1.25
9' - 8"
P
P5
J
P5
R
P5
Q
P5
N
P7
A
P1
C
P11
B
P2

CONTRACTOR TO PROVIDE AND

INSTALL HASP AND HASP LOCK,

MASTER LOCK MODEL
M736XKAD

METAL GATE (TYP)
5"X5" SQUARE CONCRETE

FILLED PIPE BOLLARD (TYP)
WIRE MESH ALL 4 SIDES OF
ENCLOSURE, WITH 2" GAP
FROM ADJACENT STRUC. TO

PREVENT ACCESS POINTS
22 GA HSB-36 METAL DECK,
CONT. OVER STEEL JOISTS

REFER TO STRUCTURAL, (TYP)
CL
3' - 2"
1/4" / 1'-0"
10' - 5 1/2"
8 A1.25
2"
2"
J
P5
P
P5
Q
P5
R
P5
B
P2
C
P11
A
P1
9' - 8"

WAINSCOT
3' - 4"
10' - 5 1/2"

TOP OF MASONRY
8' - 0"
8 A1.25
B
P2
C
P11
A
P1
J
P5
P
P5
R
P5
Q
P5
1/4" / 1'-0"
2"
2"
9' - 10 3/4"

WAINSCOT
3' - 4"
10' - 8 1/4"
2"2"
8 A1.25
9' - 10 3/4"

WAINSCOT
3' - 4"
B
P2
C
P11
A
P1
P
P5
J
P5
R
P5
Q
P5
10' - 8 1/4"
1/4" WELDED CAP PLATE
TYP
3/16"
22 GA HSB-36 METAL EDCK,
CONT. OVER STEEL JOISTS
W/ #12 TEK SCREWS @ EA
JOIST LOW FLUTE, TYP.

HSS PURLIN AND BEAM

PER PLAN

HSS COLUMN PER PLAN
1 BASE PLATE 3/4" X 6" X 1'-0"
WITH 4 - 3/4" A36 "J" BOLTS

HOOKED AROUND TOP REINF
3/16"
NOTE:

PAINT ALL STEEL TO MATCH

ADJACENT BUILDING
COLORS, TYP.

ROOFING ABOVE
1" SQUARE STEEL TUBE.

SEE STRUCTURAL DRAWINGS

WIRE MESH - COORDINATE

WITH OWNER

HSS COLUMN PER PLAN

CMU WALL - SEE STRUCTURAL

DRAWINGS
NOTE:

SEE DETAIL 7/A1.25 FOR

ADDITIONAL INFORMATION
GROUT CAP. SHAPE TO
DRAIN. PAINT TO MATCH
BLOCK COLOR.
8" CONCRETE MASONRY AS
OCCURS. COLOR AND STYLE

TO MATHC CAR WASH BUILDING
1 1/2"
9 -

ROUNDED GROUT CAP
8X8X16 CONCRETE MASONRY

UNITS AS OCCURS-COLOR AND

STYLE TO MATCH CAR WASH

BUILDING
FINISH GRADE AS OCCURS.

CONCRETE FOOTING. SEE
STRUCTURAL DRAWINGS.
(13) COURSES = 8' - 8"
8' - 0" ABOVE FINISH GRADE
5"x5" SQUARE

CONCRETE FILLED

EXTRA STRENGTH PIPE
BOLLARD.
3 1/2" X 2 1/2" X 3/8" STEEL

ANGLE GATE FRAME
ASC PACIFIC 18 GA. "MINI
V BEAM" METAL PANEL.
5"X5" SQUARE CONCRETE

FILLED EXTRA STRENGTH
PIPE BOLLARD.

SHUT IT "BAD ASS" GATE
HINGE ##C1300. TYPICAL
3 PLACES PER EACH POST
PROVIDE 5/16" FILLET ALL
AROUND HINGE BOTH SIDES.

SECTION

ELEVATION
1/4" = 1'-0"
FLOOR PLAN 1
1/4" = 1'-0"
ROOF PLAN 2
1/4" = 1'-0"
ELEVATION - NORTH 3
1/4" = 1'-0"
ELEVATION - WEST 4
1/4" = 1'-0"
ELEVATION - SOUTH 5
1/4" = 1'-0"
ELEVATION - EAST 6
1 1/2" = 1'-0"
ROOF SLEEVE HINGE DETAIL 7
1 1/2" = 1'-0"
ROOF MESH DETAIL 8
1 1/2" = 1'-0" WALL CAP 9
1/2" = 1'-0" WALL SECTION 10
1 1/2" = 1'-0" GATE HINGE 11
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ENCLOSURE1128 CALIMESA BLVD

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MB
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1 A3.11
____
1 1
A A
B B
C C
108' - 0"

SHOWROOM
101

EQUIPMENT
ROOM
104

ELECTRICAL
ROOM
105
34' - 0"
2 A3.10
____
S
S
1' - 10" 3' - 0"
1' - 10"
8' - 8" 76' - 8" 22' - 8"
3 1
2 10
11 12
4 B B B B

A A B B
TX
TX
6' - 4" 10' - 0" 6' - 4"
22' - 8" 11' - 4"
4' - 4" 14' - 0" 4' - 4"
22' - 8" 11' - 4"
34' - 0"
5' - 4" 5' - 4" 2' - 0" 5' - 4" 2' - 0" 5' - 4" 9' - 4" 6' - 0" 3' - 4" 6' - 0" 8' - 0" 6' - 0" 3' - 4" 6' - 0" 9' - 4" 5' - 4" 2' - 0" 5' - 4" 2' - 0" 5' - 4" 5' - 4" 1 A3.10
____
2 A3.11
____
7 7
12' - 8" 54' - 11" 13' - 1"
9"
M.O.
6' - 3" 10' - 4"
M.O.
6' - 0" 3' - 4"
M.O.
6' - 0" 14' - 8"
M.O.
6' - 0" 1' - 7"1' - 9"
M.O.
6' - 0" 5' - 4"
80' - 8" 17' - 4"
18' - 4" 3' - 4"
2C
2C
2C 2C
2C
2C
2C 2C
2C
2D
2A
2D
2C
2D
1 2
3 4
4 5
6 7
8 9 9
10 10
11 12
13 13
14 15
15 16
17 18
19 20
1A
4' - 0"4' - 0"
CL 5' - 0" 5' - 0"
CL
7' - 0" 7' - 0"
6' - 1" 6' - 3" 5' - 0"
6 6
2 2
4 4
5 5
3 3
CL 2' - 10"
J 8
7 EMPLOYEE
LOUNGE
102

RESTROOM
103
21 22
6 3' - 4"
M.O.
6' - 8"
2D
23 2' - 2"
24 2B 25
26 26
A
S
15 S
15 13 13
4' - 0"4' - 0"

B B A A A
4' - 5" 4' - 5"
11 1.

2. 3.

4. 5.
•
•
•
•
•
•
•
•
•
•
•
REFER TO WALL LEGEND FOR PARTITION TYPES.

THE APPROVED AND STAMPED CONSTRUCTION DOCUMENTS SHALL REMAIN ON SITE AT ALL TIMES

NOT USED

IT IS THE INTENT THAT THIS PROJECT IS IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY UPON THE DISCOVERY OF ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS. ANY WORK IN QUESTION SHALL NOT COMMENCE UNTIL WRITTEN CLARIFICATION IS ISSUED BY THE ARCHITECT.

REFER TO A2.14a FOR EQUIPMENT PLAN.

UNLESS NOTED OTHERWISE, MASONRY CONTROL JOINTS SHALL BE LOCATED SUCH THAT NO STRAIGHT RUN OF MASONRY WALL EXCEED 24'-0". REFER TO STRUCTURAL DWG'S.

7. NOT USED

8. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE.

9. GC TO COORDINATE ALL REQUIRED BLOCKING FOR WALL HUNG EQUIPMENT, SHELVES, LIGHTING, ETC.

FOR PROPER INSTALLATION HEIGHTS.

10. TACTILE EXITS SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS:

A. WHEREVER BASIC CBC PROVISIONS REQUIRE EXIT SIGNS FROM A ROOM OR AREA TO CORRIDOR OR HALLWAY. THE TACTILE SIGN SHALL HAVE THE WORDS, "EXIT ROUTE." B. EACH GRADE-LEVEL EXIT DOOR. THE TACTILE EXIT SIGN SHALL HAVE THE WORD, "EXIT." DIMENSIONS NOTES:

IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON DRAWINGS.

ALL DIMENSIONS TO OPENINGS ARE TO FACE OF MASONRY UNLESS OTHERWISE NOTED.

ALL DIMENSIONS TO STUD WALL PARTITIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE NOTED.

GRID LINES ARE TO FACE OF MASONRY.

FINISH FLOOR ELEVATIONS NOTED ARE REFERENCED FROM DATUM POINT 0'-0" AT EQUIPMENT ROOM FINISH FLOOR AT DOOR THRESHOLD.

ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO FABRICATION OF ANY INSTALLATION.

DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF ARCHITECT IN WRITING.

ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO FABRICATION OF ANY INSTALLATION.

DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF ARCHITECT IN WRITING.

MINIMUM AND MAXIMUM DIMENSIONS AND SLOPES AS REQUIRED FOR DISABLED ACCESS ARE TO TAKE PRECEDENCE IN ALL CASES OF CONFLICT. CODE REQUIRED MINIMUMS AND MAXIMUM ARE TO BE EXCEEDED WHERE POSSIBLE AND WHERE NOTED. NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES PRIOR TO CONSTRUCTION.

DIMENSIONS AND GRAPHIC REPRESENTATIONS OCCURRING ON LARGER DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.

GENERAL NOTES
CMU WALL CONSTRUCTION - REFER TO FLOOR PLAN A2.11

SYMBOL DESCRIPTION
METAL STUD WALL @ 16" OC - REFER TO A5.10
6" METAL STUD FRAMING @ 16" OC
#
#

WALL PARTITION INDICATOR

DETAIL INDICATOR

DOOR SYMBOL
# WINDOW SYMBOL
1 3
4 2 ELEVATION SYMBOLS
WINDOW
FIRE EXTINGUISHER: 2A:10B:C; 5 LBS; MODEL # B500 WITH WALL BRACKET 888-16591 BY AMEREX OR APPROVED EQUAL - 75' MAX.

TRAVEL DISTANCE TO EXTINGUISHER (CFC 906) - FINAL
APPROVAL/LOCATION AS DETERMINED BY FIRE DEPT. INSPECTOR.

TX TACTILE EXIT SIGN PER CBC.

X
X
X
X
X
X
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FLOOR PLAN1128 CALIMESA BLVD,
CALIMESA, CA 92320
MB
MU
1 CONVEYOR TRENCH. SLOPE AT 1/4" PER FOOT TO DRAIN.
2 UTILITY TRENCH WITH GRATE. SLOPE BOTTOM TO DRAIN.
3 3'-4" WIDE X 2'-2" DEEP OPEN FOR ACCESS TO UTILITY TRENCH, 1X1 FIBERGLASS GRATE. CONTRACTOR TO PROVIDE COVER - MATCH UTILITY TRENCH 4 TRENCH DRAIN
5 ROOF ACCESS LADDER.
6 WALL MOUNTED ENCLOSED FIRE EXTINGUISHER. - 2A-10BC.(TYPICAL) 7 OVERFLOW DRAIN.
8 ELECTRICAL SERVICE SWITCHGEAR.
9 CUT RECESS IN SLAB FOR TIRE SENSOR SWITCH. (TYPICAL) QQ TO CONFIRM LOCATION.
10 HOSE BIB IN RECESS BOX.
11 4" CONCRETE FILLED PIPE BOLLARD AT ENTRACE. (TYPICAL) 12 OUTLINE OF ROOF ABOVE.
13 WALL MOUNTED CANOPY ABOVE. (TYPICAL)
14 3'-0" X 3'-0" RECLAIM CLEAN-OUT.
15 EMERGENCY STOP BUTTONS. LOCATE PER QUICK QUACK REPRESENTATIVE. 16 4" FLOOR DRAIN.
17 EMPLOYEE LOUNGE REFRIGERATOR.
18 CONTRACTOR SUPPLIED AND INSTALLED EYE WASH STATION.
19 2'-0" X 5'-6" X 4" TALL CONCRETE "HOUSE CLEANING PAD" FOR MCC PLANEL. 20 3/4" X 2 1/2" WIDE RECESS IN SLAB FOR DRAINAGE EXTEND PAST EXIT OPENING 1'-0" MINIMUM.
21 ROOF DRAIN LEADER (TYPICAL).
22 34" MAXIMUM A.F.F. COUNTER TOP. MILLWORK BY G.C. AND ASSEMBLED ON SITE. 23 RECLAIM VENT PIPES.
24 6" SWEEPS FROM UTILITY TRENCH TO EQUIPMENT ROOM VERIFY WITH OWNER FOR EXACT LOCATION.
25 EMPLOYEE LOCKERS. (TOTAL OF 3 - 1 ADA ACCESSIBLE). CONTRACTOR SUPPLIED AND INSTALLED.
26 COILING ROLL-UP DOOR. (TYPICAL)

KEYNOTES
# KEYNOTE DESCRIPTION

GENERAL NOTES SYMBOL LEGEND
FLOOR PLAN 3/16" = 1'-0"
1 25 Page 395 of 593
3 A3.12
____
2 1
A A
B B
23' - 0"
QB

STATION
106
OFFICE
107
STOR/
CLOSET
108
6' - 4" 8' - 9" 6' - 7" 1' - 4"
A2.41 C2
D2
B2
A2
1 A3.12
____
9 A2.41
D1
C1
B1
A1
A2.41
D3
C3
B3
A3
7 H
F
G
5 TX
6 9' - 0" 4' - 0" 10' - 0"
2B
2B
2B
2B
1B
2' - 5 1/2"
2 1
3 4
5 6
7 6
8 E
4 A3.12
____
2 A3.12
____

1. REFER TO WALL LEGEND FOR PARTITION TYPES.

2. THE APPROVED AND STAMPED CONSTRUCTION DOCUMENTS SHALL REMAIN ON SITE AT ALL TIMES

3. REFER TO SHEET A7.10 FOR DOOR SCHEDULE AND SHEET A7.11 FOR WINDOW SCHEDULE.

4. IT IS THE INTENT THAT THIS PROJECT IS IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS. THE GENERAL CONTRACTOR SHALL NOTIFY THE ARCHITECT IMMEDIATELY UPON THE DISCOVERY OF ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS. ANY WORK IN QUESTION SHALL NOT COMMENCE UNTIL WRITTEN CLARIFICATION IS ISSUED BY THE ARCHITECT.

REFER TO A2.14 FOR EQUIPMENT PLAN.

5. UNLESS NOTED OTHERWISE, MASONRY CONTROL JOINTS SHALL BE LOCATED SUCH THAT NO STRAIGHT RUN OF MASONRY WALL EXCEED 24'-0". REFER TO STRUCTURAL DWG'S.

7. REFER TO A2.40 FOR INTERIOR FINISH SCHEDULE.

8. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE.

9. GC TO COORDINATE ALL REQUIRED BLOCKING FOR WALL HUNG EQUIPMENT, SHELVES, LIGHTING, ETC.

FOR PROPER INSTALLATION HEIGHTS.

10. TACTILE EXITS SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS:

A. WHEREVER BASIC CBC PROVISIONS REQUIRE EXIT SIGNS FROM A ROOM OR AREA TO CORRIDOR OR HALLWAY. THE TACTILE SIGN SHALL HAVE THE WORDS, "EXIT ROUTE." B. EACH GRADE-LEVEL EXIT DOOR. THE TACTILE EXIT SIGN SHALL HAVE THE WORD, "EXIT." DIMENSIONS NOTES:
• IN NO CASE SHALL WORKING DIMENSIONS BE SCALED FROM PLANS, SECTIONS OR DETAILS ON DRAWINGS. • ALL DIMENSIONS TO OPENINGS ARE TO FACE OF MASONRY UNLESS OTHERWISE NOTED. • ALL DIMENSIONS TO STUD WALL PARTITIONS ARE TO THE FACE OF STUD UNLESS OTHERWISE NOTED. • GRID LINES ARE TO FACE OF MASONRY.
• FINISH FLOOR ELEVATIONS NOTED ARE REFERENCED FROM DATUM POINT 0'-0" AT EQUIPMENT ROOM FINISH FLOOR AT DOOR THRESHOLD.
• ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO FABRICATION OF ANY INSTALLATION. • DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF ARCHITECT IN WRITING. • MINIMUM AND MAXIMUM DIMENSIONS AND SLOPES AS REQUIRED FOR DISABLED ACCESS ARE TO TAKE PRECEDENCE IN ALL CASES OF CONFLICT. CODE REQUIRED MINIMUMS AND MAXIMUM ARE TO BE EXCEEDED WHERE POSSIBLE AND WHERE NOTED. NOTIFY ARCHITECT OF ANY DIMENSIONAL DISCREPANCIES PRIOR TO CONSTRUCTION.
• DIMENSIONS AND GRAPHIC REPRESENTATIONS OCCURRING ON LARGER DRAWINGS SHALL TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS.

GENERAL NOTES:

CMU WALL CONSTRUCTION - REFER TO FLOOR PLAN A2.11

SYMBOL DESCRIPTION
METAL STUD WALL @ 16" OC
6" METAL STUD FRAMING @ 16" OC
#
#

WALL PARTITION INDICATOR

DETAIL INDICATOR

DOOR SYMBOL
# WINDOW SYMBOL
1 3
4 2 ELEVATION SYMBOLS
WINDOW
FIRE EXTINGUISHER: 2A:10B:C; 5 LBS; MODEL # B500 WITH WALL BRACKET 888-16591 BY AMEREX OR APPROVED EQUAL - 75' MAX. TRAVEL DISTANCE TO EXTINGUISHER (CFC 906) - FINAL APPROVAL/LOCATION AS DETERMINED BY FIRE DEPT. INSPECTOR.

TX TACTILE EXIT SIGN PER CBC.

X
X
X
X
X
X
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LLC
A2.13
23996

FLOOR PLAN - QB
STATION 1128 CALIMESA BLVD

CALIMESA, CA
MB
MU

FLOOR PLAN

KEYNOTE LEGEND
1 34" MAXIMUM A.F.F. COUNTER TOP. MILLWORK BY G.C. AND ASSEMBLED ON SITE. SEE DETAIL 1/A6.21 2 CONTRACTOR FURNISHED AND INSTALLED 20"X54"X96" TALL STORAGE CABINET WITH ADJUSTABLE SHELVING AND WHITE MELAMINE FINISH ON THE INSIDE AND GRAY OUTSIDE. SEE DETAIL 15/A6.21 3 ROOF DRAIN LEADER (TYPICAL). SEE PLUMBING PLANS.
4 WALL MOUNTED IT CABINET. CONTRACTOR TO PROVIDE BLOCKING. SEE ELECTRICAL DRAWINGS. 5 CONTRACTOR FURNISHED AND INSTALLED 18"X36"X40" TALL POS CABINET. SEE DETAIL 13/A6.21. 6 LEVEL LANDING PER CBC 404.2.3 AND TABLE 404.2.3.2 (TYP) - 24" MIN STRIKE EDGE CLEARANCE FOR THE EXTERIOR DOOR LANDING.
7 KNOX BOX - CONTRACTOR TO COORDINATE WITH LOCAL FIRE DEPARTMENT FOR TYPE, SIZE AND PREFERRED LOCATION.
8 EMERGENCY STOP BUTTONS. LOCATE PER QUICK QUACK REPRESENTATIVE. SEE ELECTRICAL DRAWINGS FOR LOCATIONS.
9 WALL MOUNTED ENCLOSED FIRE EXTINGUISHER. - 2A-10BC.(TYPICAL) 10 EXIT SIGNAGE, SEE ELECTRICAL DRAWINGS
11 MECHANICAL UNIT. SEE MECHANICAL DRAWINGS.
12 T-GRID SUSPENDED CEILING WITH LAY-IN ACOUSTIC PANELS. SEE DETAIL 4/A5.12, 6/A5.12, 7/A5.12, 13/A5.12 & 17/A5.12
13 SUSPENDED CEILING LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS. 14 WALL PACK LIGHT FIXTURE. SEE ELECTRICAL DRAWINGS.
15 PRE-FINISHED METAL COPING AT TOP OF PARAPET WALL.
16 ROOF DRAIN AND OVERFLOW IN RECESS. SEE 2/A8.10 AND PLUMBING DRAWINGS. 17 MECHANICAL UNIT TO BE CONCEALED FROM VIEW BY PARAPET. REFER TO MECHANICAL DRAWINGS FOR LOCATION & QUANITY.
18 TAPERED RIGID INSULATION CRICKET WITH 1/4" ISOLATION BOARD (TYP). 19 TPO ROOFING MEMBRANE AND ROOFING ASSEMBLY. SEE TPO ROOFING NOTES ON SHEET A8.10 (ASTM E 108, CLASS A RATED).

KEYNOTES GENERAL NOTES SYMBOLS LEGEND
1/4" = 1'-0"
1 25 Page 396 of 593
1 A
B
C
A19
C8
EMERGENCY STOP BUTTONS.

LOCATE PER QUICK QUACK
REPRESENTATIVE.

S
S
FE

EQUIPMENT
ROOM
104

ELECTRICAL
ROOM
105

RESTROOM
103

EMPLOYEE
LOUNGE
102

HVAC UNIT ABOVE
7 B15 B24
B9
B22 B12
B1
B20
B17 B3 B4
B18
B7
B6
B16
B21
B5 B23 B20
B27
B10

ROOF LADDER
B28
B13 B8
B28
A5 A4
A3 A9
A5
A6
A10
A12
A2
A10 A14 A13
A31
A14 A17 A16
A15
A13 A17 A16
A19
A20
A27
A21
A27
A26
A24 A23
A1
A26
ABOVE
6 5 4 3 2
A7
A8
17' - 10"
20' - 0"
21' - 11"
23' - 5"
24' - 10"
37' - 5 1/2"
40' - 10 1/2"
49' - 4"
61' - 11"
63' - 0"
63' - 10"
71' - 10"
79' - 11"
84' - 1"
90' - 2"
A22
94' - 2"
98' - 8"
103' - 2"
A28
A29

SHOWROOM
101

EQUIPMENT PLAN
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ARCH. PROJECT NO.:

SHEET NAME:

SHEET NUMBER:

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A2.14a
23996
EQUIPMENT PLAN 1128 CALIMESA BLVD, CALIMESA, CA 92320
MB
MU
3/16" = 1'-0" 1
SEE SHEET A2.14b FOR

EQUIPMENT SCHEDULE
25 Page 397 of 593

1. THE INFORMATION CONTAINED ON THIS SHEET IS FOR EQUIPMENT LOCATION REFERENCE. VERIFY LOCATION OF ALL ELECTRICAL, CONDUIT, & PIPING REPRESENTED IN THESE DOCUMENTS W/ OWNER PRIOR TO INSTALLATION. PERFORM AN ON-SITE

MEETING W/ THE OWNER'S REPRESENTATIVE, GC, AND SUBCONTRACTORS TO REVIEW

THE EXTENT OF THE EQUIPMENT MATRIX & FINALIZE MATERIALS NECESSARY TO INSTALL ALL INFRASTRUCTURE FOR A COMPLETE OPERATION OF THE EQUIPMENT. SEE ELECTRICAL AND PLUMBING SHEETS.

2. ALL NECESSARY COORDINATION SINGLE LINE DRAWING OR DIAGRAMS FOR THE

SYSTEM OPERATION SHALL BE PROVIDED BY THE VENDOR OR SUBCONTRACTOR & FULLY VETTED BY THE GENERAL CONTRACTOR AND OWNER.

3. THE TUNNEL FLOOR SLOPES FROM ONE END TO THE OTHER AT 1" PER 15 FEET.

4. REFER TO SHEET A2.11 FOR ADDITIONAL INFORMATION SUCH AS DIMENSIONS, WALL TYPES, SECTION CUTS, ETC.

5. TRENCH GRATES, UNLESS OTHERWISE NOTED, WILL BE PROVIDED BY THE OWNER.

6. ELECTRICAL CONTRACTOR TO SUPPLY & INSTALL CONDUITS AND WIRE FROM MCC

AND MAIN DISTRIBUTION PANEL TO EQUIPMENT IN SHOWROOM REQUIRING ELECTRICAL SERVICE, INCLUSIVE OF ALL DISCONNECTS.

7. ALL ELECTRICAL CONDUIT TO BE RUN IN CMU WALLS OR UNDER SLAB.

8. GENERAL CONTRACTOR AND ELECTRICAL CONTRACTOR TO PROVIDE CONDUITS, WIRES AND MAKE ALL FINAL CONNECTIONS.

9. GENERAL CONTRACTOR TO INCORPORATE 5 WEEK INSTALL SCHEDULE INTO OVERALL SCHEDULE.

10. ELECTRICAL CONTRACTOR TO INSTALL DISCONNECTS THE WEEK AFTER QUICK QUACK STANDUP CREW.

11. ALL DISCONNECTS, BOXES AND SWITCHES TO BE NEMA 4X RATED.

12. ABSOLUTELY NO WIRE NUTS ON ANY CONNECTIONS TO MOTORS OVER 5HP. SPLIT BOLTS ARE REQUIRED.

13. NO 90 DEGREE ELBOWS ON ANY CHASES, MUST USE 90 SWEEPS.

14. THE WATER SOFTENER IS AN OWNER FURNISHED CONTRACTOR INSTALLED ITEM.

AT GROUND BREAK, GC SHALL TEST THE LOCAL WATER SOURCE FOR HARDNESS AND TDS AND REPORT THAT INFORMATION BACK TO QUICK QUACK FOR ORDERING.

THE CONTRACTOR WILL BE RESPONSIBLE FOR COORDINATING THE DELIVERY AND INSTALLATION OF THE WATER SOFTENER AT EACH LOCATION AS NEEDED.

GENERAL NOTES

GENERAL NOTES

1. 2.

3. 4.

CONTRACTOR TO PROVIDE DISCONNECT FROM MCC PANEL.

CONTRACTOR TO PROVIDE DISCONNECT FROM MDP.

CONTRACTOR TO VERIFY COMPLETE EQUIPMENT LIST WITH QUICK QUACK REPRESENTATIVE PRIOR TO START OF CONSTRUCTION.

TERMS:

ELECTRICAL ROOM NOTES
N/A = NOT APPLICABLE
OI= OWNER INSTALLED
OF= OWNER FURNISHED
CI= CONTRACTOR INSTALLED
CF= CONTRACTOR FURNISHED
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A2.14b
23996

EQUIPMENT
SCHEDULE1128 CALIMESA BLVD,
CALIMESA, CA 92320
MB
MU

EQUIPMENT SCHEDULE
ID EQUIPMENT FURNISHED MANUFACTURER MODEL QTY LENGTH (in) WIDTH (in) HEIGHT (in) WEIGHT (lbs) MOUNTING MOUNTING METHOD

SHOWROOM
A1 CONVEYOR HEAD SECTION OFOI QUICK QUACK QQQ:CONV-HEAD-SECTION-COMPLETE1 60 18 27 698 CONVEYOR TRENCH

WELDED IN PLACE
A2 CONVEYOR MID SECTION OFOI QUICK QUACK PPC:CONVEYOR-SECTION1 180 (15') 18 24 1261 CONVEYOR TRENCH

WELDED IN PLACE
A3 CONVEYOR TAIL SECTION OFOI QUICK QUACK QQQ:CONV-TAIL-COMPLETE1 120 18 24 1165 CONVEYOR TRENCH

WELDED IN PLACE
A4 CONVEYOR CORRELATOR OFOI QUICK QUACK QQQ:CORRL-COMPLETE1 31 1023 440 FLOOR WELDED IN PLACE A5 TIRE SWITCH OFOI LONDON MAT INDUSTRIES 62602 34522 FLOOR 5/8" HOLES (4) 3/16" THICK STEEL BASE PLATE A6 MUDDY DUCK ARCH OFOI QUICK QUACK QQQ:MUDDY-DUCK-ARCH1 1444 96 250 FLOOR (8) 1/2" X 7" WEDGE ANCHORS A7 BUG JUICE STATION OFOI SONNY'S ENTERPRISE, LLC 100140601 315 875 FLOOR (4) 1/2" X 4-1/4" WEDGE ANCHORS A8 PUSH BUTTON STATION (PBS) OFOI LAGUNA INDUSTRIES PBS40001 138 10 10 WALL (4) 1/4" X 3" TAPCONS A9 WELCOME ARCH OFOI SONNY'S ENTERPRISE, LLC 100142311 1735 154 450 FLOOR (4) 1/2" X 7" WEDGE ANCHORS A10 FLEX WRAPS OFOI QUICK QUACK QQQ:1104592 182 126 115 765 FLOOR (8) 1/2" X 7" WEDGE ANCHORS (6) 5/8 X 6" WEDGE ANCHORS
A12 TRIPLE FOAM ARCH OFOI QUICK QUACK QQQ:TRIPLE-FOAM-ARCH1 1444 96 160 FLOOR (8) 1/2" X 7" WEDGE ANCHORS A13 TOP WASHER OFOI QUICK QUACK QQQ:1111002 108 52 52 482 FLOOR (24) 5/8" X 6" WEDGE ANCHORS A14 LOW-SIDE WASHER OFOI QUICK QUACK QQQ:SIDE-WASHER-COMPLETE, QQQ 110459
1 60 60 36 285 FLOOR (4) 5/8" X 6" WEDGE ANCHORS
A15 HIGH VOLUME RINSE ARCH OFOI QUICK QUACK QQQ:HIGH-VOLUME-ARCH1 1444 120 160 FLOOR (8) 1/2" X 7" WEDGE ANCHORS A16 WHEEL BLASTER OFOI QUICK QUACK QQQ:1108752 D68 29 14 FLOOR (2) 1/2" X 7" WEDGE ANCHORS A17 HIGH-SIDE WASHER OFOI QUICK QUACK QQQ:110683, QQQ 1106991 60 60 66 491 FLOOR (4) 5/8" X 6" WEDGE ANCHORS A19 CERAMIC ARCH OFOI QUICK QUACK QQQ:CERAMIC-ARCH1 168 36 96 250 FLOOR (8) 1/2" X 7" WEDGE ANCHORS A20 RO RINSE ARCH OFOI QUICK QUACK QQQ:RO-RINSE-ARCH1 1444 120 200 FLOOR (8) 1/2" X 7" WEDGE ANCHORS A21 BLOWER ARCH 1 OFOI QUICK QUACK QQQ:BLOWER-ARCH1-COMPLETE1 166 43 128 766 FLOOR (12) 5/8" X 5" WEDGE ANCHORS A22 BLOWER ARCH 2 OFOI QUICK QUACK QQQ:BLOWER-ARCH2-COMPLETE1 189 45 133 1,146 FLOOR (12) 5/8" X 5" WEDGE ANCHORS A23 BLOWER ARCH 3 OFOI QUICK QUACK QQQ:BLOWER-ARCH3-COMPLETE1 210 45 133 1,384 FLOOR (12) 5/8" X 5" WEDGE ANCHORS A24 BLOWER ARCH 4 OFOI QUICK QUACK QQQ:BLOWER-ARCH4-COMPLETE1 189 43 133 1,012 FLOOR (12) 5/8" X 5" WEDGE ANCHORS A26 TIRE SHINE OFOI QUICK QUACK QQQ:TIRE-SHINE-COMPLETE1 144 20 12 1,536 FLOOR (7) 5/8" X 6" WEDGE ANCHORS A27 TIRE SHINE SIGN OFOI SONNY'S ENTERPRISE, LLC 10014057/100140582 485 18 25 FLOOR (8) 3/8" X 3-3/4" WEDGE ANCHOR A28 ANTI-COLLISION PAD OFOI LAGUNA INDUSTRIES ANTI-COLLISION PAD1 24 0.625 24 17 FLOOR (16_ 1/4" X 2" CONCRETE NAIL SETS A29 DUCK DUCK GO SIGN OFOI SONNY'S ENTERPRISE, LLC 100146011 195 72 20 FLOOR (4) 1/2" X 4-1/4" WEDGE ANCHORS

EQUIPMENT ROOM
B1 AIR TREE OFOI QUICK QUACK QQQ:AIR-TREE1 255 63 55 WALL (2) 1-5/8" UNI-STRUT SLOTTED SS - DEEP (4) 3/8" X 3-3/4" WEDGE ANCHOR
B2 1003173-HFI1
B3 AIR DRYER OFOI MIKROPOR MK-US-60, SDE-US 651 18 19 33 122 FLOOR STANDING B4 RECIPROCATING AIR COMPRESSOR OFOI QUINCY QP-7.51 67 30 49 720 FLOOR (4) 1/2" X 7" WEDGE ANCHORS B5 DOSATRON BUG JUICE APPLICATOR OFOI DOSATRON INTERNATIONAL, INC. D14MZ2VFDIII1 1976 WALL PROVIDED MOUNTING BRACKET B6 CITY WATER BOOSTER PUMP CFCI GOULDS WATER TECHNOLOGY GT2031 219 14 70 WALL (4) 1-5/8" UNI-STRUT SLOTTED SS - DEEP (4) 13/16" UNI-STRUT SLOTTED SS - SHALLOW
B7 MUDDY DUCK PUMP OFOI PENTAIR WATER / BERKELEY PUMPS B2ZPLS-25HP1 25 15 13 400 FLOOR (2) 1-5/8" UNI-STRUT SLOTTED SS - DEEP B8 CONVEYOR CHAIN TENSION UNIT OFOI QUICK QUACK QQQ:CONV-CTRL-SAFETY-PANEL1 12463 WALL (4) 3/8" X 3" TAPCONS B9 CONVEYOR HYDRAULIC UNIT OFOI QUICK QUACK QQQ:CONV-TWIN10-HYD-COMPLETE1 36 36 36 650 FLOOR (4) 1/2" X 4-1/2" WEDGE ANCHORS B12 MAIN HYDRAULICS UNIT OFOI QUICK QUACK QQQ:HYDRAULIC-COMPLETE-011 44 36 45 650 FLOOR (4) 1/2" X 4-1/2" WEDGE ANCHORS B13 MAIN HYDRAULICS COOLER OFOI AKG COOLERS AR15-11 16 17 16 60 WALL (4) 3/8" X 3" TAPCONS B15 DOUBLE STACK BLASTER SYSTEM OFOI QUICK QUACK QQQ:1112421 40 37 78 1,200 FLOOR (4) 1/2" X 4-1/4" WEDGE ANCHORS B16 RECLAIM SYSTEM OFOI QUICK QUACK QQQ:RECLAIM-COMPLETE1 48 24 74 350 FLOOR STANDING B17 REVERSE-OSMOSIS RO SYSTEM OFOI QUICK QUACK QQQ:1103681 36 40 73 500 FLOOR STANDING B18 RO WATER TANK OFOI PEABODY ENGINEERING - PROCHEM
TANKS
01-31270, 01-313301 D48 82 150 FLOOR STANDING
B20 HYDRAFLEX SOAP BOARD OFOI SONNY'S ENTERPRISE, LLC 1003173-HFI2 32 12 42 40 WALL (4) 1/4" X 3" TAPCONS B21 HYDRAFLEX WATER PUMP OFOI GRUNDFOS 200198802 14 24 48 579 WALL (4) 3/8" X 3" TAPCONS B22 SOAP TANK OFOI NATIONAL CARWASH SOLUTIONS
(NCS)
NCS-SOAP-TANK 179 20 275 FLOOR STANDING
B23 TIRE SHINE CHEM BOARD OFOI QUICK QUACK QQQ:TS-CHEM-DISTB-TIRE SHINE1 186 26 33 WALL (4) 3/8" X 3" TAPCONS B24 TOWEL DRYING MACHINE OFOI LG GD13291 29 31.9 40.2 150 FLOOR STANDING B27 WATER SOFTENER SYSTEM OFOI NUGEN LCS-LEG-2PFDPX-2162B2 MINERAL TANK:

D21
SALT-BRINE: D24
MINERAL TANK:
62 SALT-BRINE: 41
1,900 FLOOR STANDING

ELECTRICAL ROOM
C1 CERAMIC DUCK LIGHTING PANEL OFOI QUICK QUACK QQQ:1107471 146 16 25 WALL (4) 3/8" X 3" TAPCONS C2 FACILITY LIGHTING CONTROL PANEL OFOI LIGHTING CONTROLS CX162S162NM1 204 24 40 WALL (4) 3/8" X 3" TAPCONS C4 SHOWROOM SIGNAGE LIGHTING PANEL CFCI ELECTRICAL EQUIPMENT CO. (EEC) EEC:CUSTOM-SIGN-PANEL1 248 24 79 WALL (4) 3/8" X 3" TAPCONS C5 MOTOR CONTROL CENTER (MCC) OFOI ELECTRICAL EQUIPMENT CO. (EEC) EEC MCC-MUDDY-DUCK1 48 20 72 400 FLOOR STANDING C6 WASH CONTROLLER T-TC OFOI LAGUNA INDUSTRIES RTC-8022 102 214 WALL (4) 3/8" X 3" TAPCONS C7 TRANSFORMER OFOI EATON OR OTHERS1 27 28.25 36 710 FLOOR C8 MAIN DISTRIBUTION PANEL OFOI BY OTHERS-1 WALL
C9 TELEPHONE BACKBOARD CFCI BY OTHERS1 WALL
C10 ROOF ACCESS LADDER CFCI BY OTHERS1 WALL
C12 ELECTRICAL PANEL L1 OFOI BY OTHERS1 WALL
C13 ELECTRICAL PANEL L2 OFOI BY OTHERS1 WALL
25 Page 398 of 593
B
C
T.O.R 29'-0"

OPEN TO ROOF
BELOW
7 6' - 8"

OPENING BELOW
9' - 4" 6' - 8"
22 3' - 1" 22' - 8" 3' - 1"
3' - 1" 30' - 6 7/8" 3' - 2 1/8"
36' - 10"
28' - 10"
18 5 6
2 A3.11
____
1 1
A A
B B
C C
1 A3.10
____
2 A3.10
____
0' / 1'
0' / 1'
28' - 4" 26' - 2"
3' - 11" 22' - 8" 8' - 1" 15' - 4" 8' - 0" 15' - 4" 8' - 1" 22' - 8" 3' - 11" 4' - 0" 4' - 0" SLOPE 1' / 1' 1' / 1'
1' / 1'
0' / 1'
0' / 1'
1' / 1'
0' / 1'
0' / 1'
T.O. WALL 14' - 8"
T.O. WALL 18' - 10"
7 7
1 1
22' - 8"
1 2
2 3
3 3
4 4
4 4
5 5
6 6
7 8
9 11 10 11
12 13
14 15
16 16
17 17
17 17
18 18
19 20
21 17 17
19 19
20 6
6 2
2 4
4 5
5 3
3 6' - 9" 9' - 3" 6' - 8"
22' - 8"
CL CL 6' - 0" 6' - 0"
CL
EQ EQ
1' / 1'
SLOPE

CL EQ EQ
CL CL
3' - 6" 3' - 6"
1' / 1'
SLOPE
CL CL CL 16' - 0" 16' - 0"
CL 1' - 0"
CL 1' - 0"
CL 1' - 0"

CL CL CL
11' - 0" 11' - 0"
CL EQ
1' / 1'
SLOPE
1' / 1'

SLOPE SLOPE
SLOPE
23 TYP.
3' - 1"
3' - 1"
3' - 1"
T.O. WALL 18' - 10"
T.O. WALL 28' - 9 1/2"
19 2
A3.10
____
1 A3.11
____
3 CL CL 6' - 0" 6' - 0"
CL
EQ EQ
1' / 1'
23 TYP.
1' / 1'

CL EQ EQ
1' / 1'
CL CL
3' - 6" 3' - 6"
1 1
A9.05
____
2 A9.05
____
16 16 4' - 0" 4' - 0"
3' - 1"
3' - 1" 3' - 1"
A. ALL ROOF AREAS SHALL SLOPE TO FACILITATE WATER DRAINAGE. G.C. SHALL

CONFIRM THAT ALL AREAS ARE PROVIDED WITH POSITIVE ROOF DRAINAGE PRIOR TO SHEATHING ROOF.

B. ROOF CONTRACTOR SHALL PROVIDE A CERTIFICATE STATING THAT THE ROOF SYSTEM HAS BEEN INSTALLED PER MANUFACTURER'S REQUIREMENTS.

C. G.C. SHALL CONFIRM THAT ALL ROOF DRAINS ARE LOCATED AT THE LOWEST POINT OF THE ROOF.

D. G.C. SHALL VERIFY SIZE AND LOCATION OF ALL ROOF OPENINGS, VENTS, PIPES, ETC. WITH ALL TRADES & OWNERS REP.

E. SEE MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR OPENINGS, DUCTS,

AND VENTS THROUGH THE ROOF THAT MAY NOT BE SHOWN ON THE ARCHITECTURAL ROOF PLAN. PROVIDE FLASHING AND COUNTER-FLASHING PER ROOFING MANUFACTURER'S WRITTEN RECOMMENDATIONS.

F. FOR ROOF DRAINAGE CALCULATIONS SEE PLUMBING DWG'S. THIS INCLUDES ROOF DRAIN AND OVERFLOW SIZES ALONG WITH TRIBUTARY AREAS.

G. NOT USED
H. MEMBRANE ROOFING SHALL BE U.L. RATED CLASS 'A'.

SYMBOL DESCRIPTION

CANOPY ABOVE

ROOF DRAIN & OVERFLOW

FLOW LINE TO DRAIN

ROOF HATCH

EXHAUST VENT

VENT STACK

ROOF VENT
Consultant:
www.barghausen.com
ARCH. PROJECT NO.:

SHEET NAME:

SHEET NUMBER:

REV DATE DESCRIPTION
SEAL:

CONSULTANT:

DRAWN BY:

CHECKED BY: QUICK QUACK CAR WASH 44-360
LLC
A2.30
23996
ROOF PLAN1128 CALIMESA BLVD,
CALIMESA, CA 92320
MB
MU

ROOF PLAN
1 TPO ROOFING MEMBRANE AND ROOFING ASSEMBLY.
2 PRE-FINISHED METAL COPING AT TOP OF PARAPET WALL.
3 ROOF CRICKET. 1/2" ROOF SHEATHING OVER METAL STUD DIAGONAL BRACING SLOPE AT ONE TO ONE.
4 TAPERED RIGID INSULATION CRICKET WITH 1/4" ISOLATION BOARD (TYP). 5 ROOF DRAIN AND OVERFLOW IN RECESS.
6 (16"W X 8"H) THROUGH WALL OVERFLOW SCUPPER. SPILL TO ROOF BELOW. 7 OUTLINE OF UPPER ROOF AT ENTRY TOWER. SEE UPPER ROOF PLAN. 8 30" SQUARE ACCESS PANEL.
9 ROOF ACCESS HATCH AND LADDER.
10 EXHAUST FAN UNIT.
11 MECHANICAL UNIT TO BE CONCEALED FROM VIEW BY PARAPET. REFER TO MECHANICAL DRAWINGS FOR LOCATION & QUANITY.
12 1'-4" VENT STACK FOR RESTROOM.
13 3'-3" VENTS THROUGH ROOF FOR RECLAIM TANKS.
14 ROOF WALK PATH OVERLAY.
15 OPENING IN WALL BETWEEN CRICKETS.
16 WALL MOUNTED METAL CANOPY BELOW (TYP)
17 CEMENTS PLASTER FINISH AT TOP OF FURRED WALL FEATURE (TYP). 18 WALL BELOW SHOWN DASHED
19 PARAPET AND PILASTER DOWN LIGHTING.
20 GUARDIAN FALL PROTECTION ANCHOR POST.
21 4" DRYER EXHAUST VENT
22 18 GA., MTL. HIP ROOF.
23 ROOF VENT. O'HAGINS OR APPORVED EQUAL.

UPPER ROOF PLAN GENERAL NOTES KEYNOTES SYMBOLS LEGEND
3/16" = 1'-0"
1 3/16" = 1'-0"
2 # KEYNOTE DESCRIPTION
25 Page 399 of 593
A B C

CAR WASH

ENTRANCE
14' - 8" A.F.F. T.O. WALL
12' - 0" A.F.F. TO CMU OPENING
EQUIPMENT ROOM F.F. 0' - 0"
3' - 4" A.F.F. T.O. WAINSCOT
B
P2
H
P7
D
P6
E
P4
B
P2
C
P11
A
P1
F
P4
5 1
3 10' - 0"
7 8 8
D
P5
D
P6
S
P10
7' - 7 1/2" 7' - 7 1/2" 7' - 7 1/2"
1 22' - 4" A.F.F. T.O. PILASTER CAP
9 10
J
P7
29' - 0" A.F.F. T.O. ROOF
35' - 9" A.F.F. T.O. ROOF
1 B
P2
C
P11
B
P2
L
P8
L
P8
L
P8
A
P1
A
P1
7 A
P1
B
P2
H
P7
D
P5
H
P5
D
P3
D
P6
C
P11
L
P8
H
P5
B
P2
D
P3
22' - 4" A.F.F. T.O. PILASTER CAP
11' - 4" A.F.F. T.O. WINDOW
3' - 4" A.F.F. T.O. WAINSCOT
0' - 0" EQUIPMENT ROOM F.F.
10' - 0" A.F.F. T.O. ARCH
10' - 1"
1 2 2 2
3 4
3 6 6 6 6
15' - 10"15' - 10"15' - 10"

B B A A
B
P2
18' - 10" A.F.F. T.O. WALL
2 3 4 5 6
10' - 2 1/2" 10' - 2 1/2" 10' - 2 1/2"
8 9
A
L
P8
6 H
P5
H
P5 1
3 L
P8
A
P1
6 B B
C
P11
B
P2
A
P1
C
P11
B
P2
A A A
B
P2
B
P2
2 L
P8
L
P9
L
P9
L
P9
19' - 8" A.F.F. T.O. ARCH
D
P6
23' - 2" A.F.F. T.O. ARCH
22' - 1" A.F.F. T.O. ARCH
J
P7
J
P7
D
P5
M
P7
M
P7
M
P7
M
P7
10' - 2 1/2" 10' - 2 1/2" 10' - 2 1/2"
A.F.F. T.O. ROOF 29' - 0"
35' - 9" A.F.F. T.O. ROOF

1. REFER TO WALL LEGEND FOR PARTITION TYPES.

2. THE APPROVED AND STAMPED CONSTRUCTION DOCUMENTS SHALL REMAIN ON SITE AT ALL TIMES.

3. NOT USED

4. IT IS THE INTENT THAT THIS PROJECT IS IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES AN REGULATIONS. THE GENERAL CONTRACTOR SHALL NOTIFY THE

ARCHITECT IMMEDIATELY UPON THE DISCOVERY OF ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS. ANY WORK IN QUESTION SHALL NOT COMMENCE UNTIL WRITTEN CLARIFICATION IS ISSUED BY THE ARCHITECT.

5. REFER TO A2.14a FOR EQUIPMENT PLAN.

6. UNLESS NOTED OTHERWISE, MASONRY CONTROL JOINTS SHALL BE LOCATED SUCH THAT NO STRAIGHT RUN OF MASONRY WALL EXCEEDS 24' -0". REFER TO STRUCTURAL DWGS.

7. NOT USED

8. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE.

9. GC TO COORDINATE ALL REQUIRED BLOCKING FOR WALL HUNG EQUIPMENT, SHELVES, LIGHTING, ETC. FOR PROPER INSTALLATION HEIGHTS.

10. TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS:

A. WHEREVER BASIC CBC PROVISIONS REQUIRE EXIT SIGNS FROM A ROOM OR AREA TO A CORRIDOR OR HALLWAY. THE TACTILE EXIT SIGN SHALL HAVE THE WORDS, "EXIT ROUTE." B. EACH GRADE-LEVEL EXIT DOOR. THE TACTILE EXIT SIGN SHALL HAVE THE WORD, "EXIT."

11. OVERHEAD METAL DOORS TO BE SUPPLIED WITH A FACTORY FINISH FROM OVERHEAD DOOR MANUFACTURER IN EITHER STANDARD GRAY OR TAN TO MATCH ADJACENT WALL COLOR.

12. EXTERIOR SIGNAGE IS TO BE SUBMITTED, REVIEWED, AND APPROVED UNDER A SEPARATE PERMIT.

SYMBOL DESCRIPTION
#

DETAIL INDICATOR

DOOR SYMBOL

BUILDING SECTION
X
X
X
X
# KEYNOTE TAG
X
X

MATERIAL/COLOR TAG

MATERIAL
A SMOOTH HONED FACE CMU 8x8x16

B CORONADO STONE QUICK STACK - CATHEDRAL GREY

C CORONADO CHISELED STONE SILL

D ACRYLIC PLASTER COLOR COAT

W/ SAND FINISH
E

HOLLOW METAL DOORF

OVERHEAD METAL DOOR

G ALUMINUM STOREFRONT GLASS
DOOR

H PARAPET CAP
PLASTER REVEAL. 2" WIDE X 1/4"
DEEP

J STANDING SEAM METAL ROOF

K ROLLED STANDING SEAM DECK

L ALUMINUM STOREFRONT

M STANDING SEAM AWNING

N METAL GATE

P STEEL BEAM

Q STEEL COLUMN

R STEEL TUBE AND WIRE MESH
S

COLOR / FINISH
P1 BASALITE INTEGRAL COLOR
STANDARD #225 LIGHT GRAY, W/
INTEGRAL FACTORY "RAINBLOC"
WATER REPELLENT ADMIXTURE.

MORTAR TO MATCH W/ "RAINBLOC"
P2 CORONADO STONE QUICK STACK - CATHEDRAL
GREY
P3 SHERWIN WILLIAMS #6902
"DECISIVE YELLOW"
P4 SHERWIN WILLIAMS #7025
"BACKDROP"
P5 PANTONE 348 C CONCORD
"QUACKAMOLE GREEN"
P6 SHERWIN WILLIAMS #7004
"SNOWBOUND WHITE"
P7 PREFINISHED METAL - TO MATCH
"QUACKAMOLE GREEN"
P8

TEMPERED GLASS

CLEAR ANODIZED FRAME
P9

BLACK CERAMIC FRIT TEMPERED SPANDREL

GLASS CLEAR ANODIZED FRAME
P10 CLEAR ANODIZED
P11 CORONADO CHISELED STONE SILL - CHARCOAL

WEST ELEVATION

NORTH ELEVATION
1 1/4" DEEP PLASER CONTROL JOINT.
2 LED RADIAL WALL SCONCE (DOWN ONLY). DWG'S.
3 LED LIGHT FIXTURE AT PILASTER CONCEALED IN PARAPET TRIM. 4 LED LIGHT FIXTURE CONCEALED IN PARAPET TRIM.
5 WALL PACK LIGHT FIXTURE (DOWN ONLY).
6 EXTERIOR FAUX WINDOW ASSEMBLY.
7 KNOX BOX TO BE 3200 SERIES, RECESSED AND INSTALLED AT A MIN. HT. OF 5'-0" TO 6'-0" MAX. THE FIRE DEPT. ALERT DECAL IS TO BE MOUNTED ON THE DOOR ORFRAME OF BUILDING MAIN ENTRANCE. KEYS TO BE PLACED INTO THE KNOX BOX WILL BE DETERMINED BY JURISDICTION FIRE PREVENTION STAFF. ALL PER JURISDICTION FIRE DEPT. REQUIREMENTS. 8 4" PIPE BOLLARD FILLED WITH CONCRETE.
9 SIGNAGE BY OTHERS SHOWN DASHED - FOR REFRERENCE ONLY UNDER SEPARATE PERMIT. GENERAL CONTRACTOR TO COORDINATE WITH SIGN COMPANY.
10 ADDRESS NUMBERS SHALLBE VISIBLE FROM THE STREET, SHALL CONTRAST WITH THEIR BACKGROUND AND SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED BY A DEDICATED LIGHT SOURCE.
# KEYNOTE DESCRIPTION
3/16" = 1'-0"
1 EXTERIOR MATERIAL AND FINISH SCHEDULE

SYMBOL LEGEND KEYNOTES

GENERAL NOTES
3/16" = 1'-0" 2
Consultant:
www.barghausen.com
ARCH. PROJECT NO.:

SHEET NAME:

SHEET NUMBER:

REV DATE DESCRIPTION
SEAL:

CONSULTANT:

DRAWN BY:

CHECKED BY: QUICK QUACK CAR WASH 44-360
LLC
A3.10
23996

BUILDING
ELEVATIONS1128 CALIMESA BLVD,
CALIMESA, CA 92320
MB
MU

1 D
P6
7 S
P10
B
P2
C
P11
A
P1
F
P4
L
P8
L
P8
L
P8
L
P8
L
P9
G
P9
D
P3
D
P6
H
P5
H
P5
D
P3
15' - 10" 15' - 10" 15' - 10"
H
P7
H
P7
D
P3
4 10' - 0"10' - 0"10' - 0"
1 1
2 3 3
4 4 4
5 5
6 6 6 6 7
8 8
9 1' - 0"
11 10

CL EQ EQCL EQ EQ
22' - 4" A.F.F. T.O. PILASTER CAP
3' - 4" A.F.F. T.O. WAINSCOT
18' - 10" A.F.F. T.O. WALL
10' - 0" A.F.F. T.O. ARCH

CL EQ EQ
12' - 0"
4 6 5 4 3 2
10' - 2 1/2"10' - 2 1/2"10' - 2 1/2"
B
P2
B
P2

B B B B
D
P3
10 J
1' - 0"
S
P10
D
P6
H
P5
H
P5
1 D
P5
10' - 2 1/2"10' - 2 1/2"10' - 2 1/2"
12 19' - 8" A.F.F. T.O. ARCH
D
P6
22' - 1" A.F.F. T.O. ARCH
23' - 2" A.F.F. T.O. ARCH
8 13
A3.11
3 J
P7
D
P5
J
P7
29' - 0" A.F.F. T.O. ROOF
35' - 9" A.F.F. T.O. ROOF
C B A

CAR WASH
EXIT
3' - 4" A.F.F. T.O. WAINSCOT
EQUIPMENT ROOM F.F. 0' - 0"
D
P3
D
P5
D
P6
22' - 4" A.F.F. T.O. PILASTER CAP
H
P7
B
P2
C
P11
A
P1
E
P4
D
P3
S
P10
1 4
A 11
P1
S
P10
7' - 7 1/2" 7' - 7 1/2" 7' - 7 1/2"
H
P5
B
P2
14' - 8" A.F.F. T.O. WALL
12 J
P7
29' - 0" A.F.F. T.O. ROOF
35' - 9" A.F.F. T.O. ROOF

1. REFER TO WALL LEGEND FOR PARTITION TYPES.

2. THE APPROVED AND STAMPED CONSTRUCTION DOCUMENTS SHALL REMAIN ON SITE AT ALL TIMES.

3. NOT USED

4. IT IS THE INTENT THAT THIS PROJECT IS IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES AN REGULATIONS. THE GENERAL CONTRACTOR SHALL NOTIFY THE

ARCHITECT IMMEDIATELY UPON THE DISCOVERY OF ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS. ANY WORK IN QUESTION SHALL NOT COMMENCE UNTIL WRITTEN CLARIFICATION IS ISSUED BY THE ARCHITECT.

5. REFER TO A2.14a FOR EQUIPMENT PLAN.

6. UNLESS NOTED OTHERWISE, MASONRY CONTROL JOINTS SHALL BE LOCATED SUCH THAT NO STRAIGHT RUN OF MASONRY WALL EXCEEDS 24' -0". REFER TO STRUCTURAL DWGS.

7. NOT USED

8. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE.

9. GC TO COORDINATE ALL REQUIRED BLOCKING FOR WALL HUNG EQUIPMENT, SHELVES, LIGHTING, ETC. FOR PROPER INSTALLATION HEIGHTS.

10. TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS:

A. WHEREVER BASIC CBC PROVISIONS REQUIRE EXIT SIGNS FROM A ROOM OR AREA TO A CORRIDOR OR HALLWAY. THE TACTILE EXIT SIGN SHALL HAVE THE WORDS, "EXIT ROUTE." B. EACH GRADE-LEVEL EXIT DOOR. THE TACTILE EXIT SIGN SHALL HAVE THE WORD, "EXIT."

11. OVERHEAD METAL DOORS TO BE SUPPLIED WITH A FACTORY FINISH FROM OVERHEAD DOOR MANUFACTURER IN EITHER STANDARD GRAY OR TAN TO MATCH ADJACENT WALL COLOR.

12. EXTERIOR SIGNAGE IS TO BE SUBMITTED, REVIEWED, AND APPROVED UNDER A SEPARATE PERMIT.

SYMBOL DESCRIPTION
#

DETAIL INDICATOR

DOOR SYMBOL

BUILDING SECTION
X
X
X
X
# KEYNOTE TAG
X
X

MATERIAL/COLOR TAG
6" 21' - 10"
2 2' - 4"
3' - 8"
4' - 0"

TERMINATE AND CLOSE

OFF BOTTOM OF WALL

FEATURES LOCATED ABOVE

EQUIPMENT ROOM WITH
G.S.M.
6" 21' - 10"
2 2' - 4"

MATERIAL
A SMOOTH HONED FACE CMU 8x8x16

B CORONADO STONE QUICK STACK - CATHEDRAL GREY

C CORONADO CHISELED STONE SILL

D ACRYLIC PLASTER COLOR COAT

W/ SAND FINISH
E

HOLLOW METAL DOORF

OVERHEAD METAL DOOR

G ALUMINUM STOREFRONT GLASS
DOOR

H PARAPET CAP
PLASTER REVEAL. 2" WIDE X 1/4"
DEEP

J STANDING SEAM METAL ROOF

K ROLLED STANDING SEAM DECK

L ALUMINUM STOREFRONT

M STANDING SEAM AWNING

N METAL GATE

P STEEL BEAM

Q STEEL COLUMN

R STEEL TUBE AND WIRE MESH
S

COLOR / FINISH
P1 BASALITE INTEGRAL COLOR
STANDARD #225 LIGHT GRAY, W/
INTEGRAL FACTORY "RAINBLOC"
WATER REPELLENT ADMIXTURE.

MORTAR TO MATCH W/ "RAINBLOC"
P2 CORONADO STONE QUICK STACK - CATHEDRAL
GREY
P3 SHERWIN WILLIAMS #6902
"DECISIVE YELLOW"
P4 SHERWIN WILLIAMS #7025
"BACKDROP"
P5 PANTONE 348 C CONCORD
"QUACKAMOLE GREEN"
P6 SHERWIN WILLIAMS #7004
"SNOWBOUND WHITE"
P7 PREFINISHED METAL - TO MATCH
"QUACKAMOLE GREEN"
P8

TEMPERED GLASS

CLEAR ANODIZED FRAME
P9

BLACK CERAMIC FRIT TEMPERED SPANDREL

GLASS CLEAR ANODIZED FRAME
P10 CLEAR ANODIZED
P11 CORONADO CHISELED STONE SILL - CHARCOAL

EAST ELEVATION

SOUTH ELEVATION
1 1/4" DEEP PLASER CONTROL JOINT.
2 LED LIGHT FIXTURE CONCEALED IN PARAPET TRIM.
3 LED LIGHT FIXTURE AT PILASTER CONCEALED IN PARAPET TRIM. 4 WALL PACK LIGHT FIXTURE (DOWN ONLY).
5 ROOF DRAIN THROUGH WALL AND OVERFLOW SCUPPER - PAINT TO MATCH ADJACENT. 6 EXTERIOR FAUX WINDOW ASSEMBLY.
7 EXTERIOR WINDOW ASSEMBLY.
8 KNOX BOX TO BE 3200 SERIES, RECESSED AND INSTALLED AT A MIN. HT. OF 5'-0" TO 6'-0" MAX.

THE FIRE DEPT. ALERT DECAL IS TO BE MOUNTED ON THE DOOR ORFRAME OF BUILDING MAIN ENTRANCE. KEYS TO BE PLACED INTO THE KNOX BOX WILL BE DETERMINED BY JURISDICTION FIRE PREVENTION STAFF. ALL PER JURISDICTION FIRE DEPT. REQUIREMENTS. 9 INTERNATIONAL SYMBOL OF ACCESSIBILITY AT EACH PUBLIC ENTRANCE. 10 THROUGH WALL OVERFLOW DRAIN.
11 ELECTRICAL SWITCHGEAR.
12 SIGNAGE BY OTHERS SHOWN DASHED - FOR REFRERENCE ONLY UNDER SEPARATE PERMIT.

GENERAL CONTRACTOR TO COORDINATE WITH SIGN COMPANY.
13 4" PIPE BOLLARD FILLED WITH CONCRETE.
# KEYNOTE DESCRIPTION
Consultant:
www.barghausen.com
ARCH. PROJECT NO.:

SHEET NAME:

SHEET NUMBER:

REV DATE DESCRIPTION
SEAL:

CONSULTANT:

DRAWN BY:

CHECKED BY: QUICK QUACK CAR WASH 44-360
LLC
A3.11
23996

BUILDING
ELEVATIONS1128 CALIMESA BLVD,
CALIMESA, CA 92320
MB
MU
3/16" = 1'-0"
1 EXTERIOR MATERIAL AND FINISH SCHEDULE

SYMBOL LEGEND KENOTES

GENERAL NOTES
3/16" = 1'-0"
2 3/8" = 1'-0" PILASTER DETAIL 3

L
P9
B
P2
C
P11
A
P1
H
P7
T.O. WAINSCOT 3' - 4"
T.O. OPENING 7' - 4"
T.O. PARAPET FRAMING 15' - 4"
T.O. LIGHT 9' - 7"
2 G
P9
6 F
B
P2
A
P1
H
P7
C
P11

KNOX BOX, SEE KEYNOTE
#31 ON SHEET A200
TO WAINSCOT 3' - 4"
T.O. PARAPET FRAMING 15' - 4"
TO OPENING 7' - 4"
L
P9
3 5
E
B
P2
C
P11
A
P1
L
P9
H
P7
T.O. WAINSCOT 3' - 4"
T.O. PARAPET FRAMING 15' - 4"
H
H
P7
B
P2
C
P11
A
P1
T.O. PARAPET FRAMING 15' - 4"
T.O. WAINSCOT 3' - 4"
GENERAL NOTES:

1. REFER TO WALL LEGEND FOR PARTITION TYPES.

2. THE APPROVED AND STAMPED CONSTRUCTION DOCUMENTS SHALL REMAIN ON SITE AT ALL TIMES.

3. NOT USED

4. IT IS THE INTENT THAT THIS PROJECT IS IN COMPLIANCE WITH ALL FEDERAL, STATE, AND LOCAL CODES AN REGULATIONS.THE GENERAL CONTRACTOR SHALL NOTIFY THE

ARCHITECT IMMEDIATELY UPON THE DISCOVERY OF ANY DISCREPANCIES BETWEEN THE CONSTRUCTION DOCUMENTS. ANY WORK IN QUESTION SHALL NOT COMMENCE UNTIL WRITTEN CLARIFICATION IS ISSUED BY THE ARCHITECT.

5. UNLESS NOTED OTHERWISE, MASONRY CONTROL JOINTS SHALL BE LOCATED SUCH THAT NO STRAIGHT RUN OF MASONRY WALL EXCEEDS 24' -0". REFER TO STRUCTURAL DWGS.

6. EXIT DOORS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE.

7. GC TO COORDINATE ALL REQUIRED BLOCKING FOR WALL HUNG EQUIPMENT, SHELVES, LIGHTING, ETC. FOR PROPER INSTALLATION HEIGHTS.

8. TACTILE EXIT SIGNS SHALL BE REQUIRED AT THE FOLLOWING LOCATIONS:

A. WHEREVER BASIC CBC PROVISIONS REQUIRE EXIT SIGNS FROM A ROOM OR AREA TO A CORRIDOR OR HALLWAY. THE TACTILE EXIT SIGN SHALL HAVE THE WORDS, "EXIT ROUTE."
B. EACH GRADE-LEVEL EXIT DOOR. THE TACTILE EXIT SIGN SHALL HAVE THE WORD, "EXIT."

9. OVERHEAD METAL DOORS TO BE SUPPLIED WITH A FACTORY FINISH FROM OVERHEAD

DOOR MANUFACTURER IN EITHER STANDARD GRAY OR TAN TO MATCH ADJACENT WALL COLOR.

10. EXTERIOR SIGNAGE IS TO BE SUBMITTED, REVIEWED, AND APPROVED UNDER A SEPARATE PERMIT.

SYMBOL DESCRIPTION
#

DETAIL INDICATOR
DOOR SYMBOL - REFER TO DOOR SCHEDULE A7.10

BUILDING SECTION
X
X
X
X
# KEYNOTE TAG
X
X

MATERIAL/COLOR TAG

MATERIAL
A SMOOTH HONED FACE CMU 8x8x16

B CORONADO STONE QUICK STACK - CATHEDRAL GREY

C CORONADO CHISELED STONE SILL

D ACRYLIC PLASTER COLOR COAT

W/ SAND FINISH
E

F HOLLOW METAL DOOR

OVERHEAD METAL DOOR

G ALUMINUM STOREFRONT GLASS
DOOR

H PARAPET CAP
PLASTER REVEAL. 2" WIDE X 1/4"
DEEP

J METAL ROOF

K ROLLED STANDING SEAM DECK

L ALUMINUM STOREFRONT

M WALL MOUNTED AWNING

N METAL GATE

P STEEL BEAM

Q STEEL COLUMN

R STEEL TUBE AND WIRE MESH
S

COLOR / FINISH
P1 BASALITE INTEGRAL COLOR
STANDARD #225 LIGHT GRAY, W/
INTEGRAL FACTORY "RAINBLOC"
WATER REPELLENT ADMIXTURE.

MORTAR TO MATCH W/ "RAINBLOC"
P2 CORONADO STONE QUICK STACK - CATHEDRAL
GREY
P3 SHERWIN WILLIAMS #6902
"DECISIVE YELLOW"
P4 SHERWIN WILLIAMS #7025
"BACKDROP"
P5 PANTONE 348 C CONCORD
"QUACKAMOLE GREEN"
P6 SHERWIN WILLIAMS #7004
"SNOWBOUND WHITE"
P7 PREFINISHED METAL - TO MATCH
"QUACKAMOLE GREEN"
P8

TEMPERED GLASS

CLEAR ANODIZED FRAME
P9

BLACK CERAMIC FRIT TEMPERED SPANDREL

GLASS CLEAR ANODIZED FRAME
P10 CLEAR ANODIZED
P11 CORONADO CHISELED STONE SILL - CATHEDRAL
GREY
Consultant:
www.barghausen.com
ARCH. PROJECT NO.:

SHEET NAME:

SHEET NUMBER:

REV DATE DESCRIPTION
SEAL:

CONSULTANT:

DRAWN BY:

CHECKED BY: QUICK QUACK CAR WASH 44-360
LLC
A3.12
23996

EXTERIOR

ELEVATIONS - QB
STATION 1128 CALIMESA BLVD

CALIMESA, CA
MB
MU

WEST SOUTH EAST NORTH

KEYNOTE LEGEND
2 KNOX BOX TO BE 3200 SERIES, RECESSED AND INSTALLED AT A MIN. HT. OF 5'-0" TO 6'-0" MAX. THE FIRE DEPT. ALERT DECAL IS

TO BE MOUNTED ON THE DOOR ORFRAME OF BUILDING MAIN
ENTRANCE. KEYS TO BE PLACED INTO THE KNOX BOX WILL BE
DETERMINED BY JURISDICTION FIRE PREVENTION STAFF. ALL
PER JURISDICTION FIRE DEPT. REQUIREMENTS.
3 EXTERIOR WALL PACK LIGHT FIXTURE.

EXT. MATERIAL AND FINISH SCH. GENERAL NOTES SYMBOL LEGEND KEYNOTES 1 1/4" = 1'-0"
2 1/4" = 1'-0"
3 1/4" = 1'-0"
4 1/4" = 1'-0"

1 2 3 4 5 6 7
D
P6
A
P1
J
P7
D
P3
B
P2
J
P5
A B C
D
P6
J
P7
D
P5
A
P1
F
P4
C
P11

CAR WASH

ENTRANCE
B
P2
D
P3
Consultant:
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ARCH. PROJECT NO.:

SHEET NAME:

SHEET NUMBER:

REV DATE DESCRIPTION
SEAL:

CONSULTANT:

DRAWN BY:

CHECKED BY: QUICK QUACK CAR WASH 44-360
LLC
A9.05
23996
MATERIALS BOARD 1128 CALIMESA BLVD, CALIMESA, CA 92320
MB
MU

WEST ELEVATION NORTH ELEVATION
SMOOTH HONED FACE CMU 8X8X16

BASALITE INTEGRAL COLOR
STANDARD #225 LIGHT GRAY
A
P1
B
P2

ACRYLIC PLASTER COLOR COAT W/ SAND FINISH
SHERWIN WILLIAMS #6902 "DECISIVE YELLOW"
D
P3

HOLLOW METAL DOOR
SHERWIN WILLIAMS #7025 "BACKDROP"
F
P4

METAL ROOF
PREFINISHED METAL - TO MATCH "QUACKAMOLE GREEN"
J
P7

ACRYLIC PLASTER COLOR COAT W/ SAND FINISH
SHERWIN WILLIAMS #7004 "SNOWBOUND WHITE"
D
P3

ACRYLIC PLASTER COLOR COAT W/ SAND FINISH
PANTONE 348 C CONCORD "QUCKAMOLE GREEN"
D
P5
3/16" = 1'-0"
2 3/16" = 1'-0"
1 EXTERIOR MATERIAL BOARD
C
P11

CORONADO CHISELED STONE SILL

CORONADO STONE - CHARCOAL

CORONADO STONE QUICK STACK

CORONADO STONE QUICK STACK -

CATHEDRAL GREY

Greg Bogh
Division 1
Nyles O’Harra
Division 2
Jay Bogh
Division 3
Brett Granlund
Division 4
Joyce McIntire
Division 5
12770 Second Street • Post Office Box 730 • Yucaipa, California 92399-0730 (909) 797-5117 • Fax: (909) 797-6381 • www.yvwd.us
September 9, 2025
Preliminary Project Service Evaluation
Expiration Date: September 9, 2026
Project: Quick Quack Car Wash
Project Number: N/A
Applicant:

Barghausen Consulting Engineering
Attn: Daisy Harris
18215 72nd Ave S
Developer (Owner):

Vance Shanon
6020 West Oaks Blvd, STE 300
Rocklin, CA 95765
Copies to:

City of Calimesa
908 Park Avenue
Calimesa, CA 92320
Project Location: 1168 Calimesa Blvd, Calimesa, CA
Assessor Parcel Number(s): 411-190-042, -45
Gross Land Area 5.18 acres
Drinking Water Provider: Yucaipa Valley Water District
Recycled Water Provider: N/A
Sewer Service Provider: Yucaipa Valley Water District

This Preliminary Project Service Evaluation authorizes the appropriate land-use and planning entity to complete the recordation process for the proposed Project.

Once the specific Project concepts are completed and provided to the Yucaipa Valley Water District, a Development Agreement will be prepared outlining the specific requirements for water and sewer service. The Development Agreement will need to be fully executed by the Yucaipa Valley Water District and the Applicant/Developer prior to the issuance of any grading or building permit.

Preliminary Project Requirements
The District has not received all of the necessary information from the Applicant/Developer to fully evaluate the proposed Project at this time. Therefore, the Applicant should be aware that the following partial list of conditions may not represent the final requirements and conditions for this Project.

1. This Preliminary Project Service Evaluation provides the anticipated service requirements for receiving service from the Yucaipa Valley Water District. This letter may be used to support the recordation of the map, but shall not be used to obtain grading permits, building permits, or to acquire vested rights related to water and/or sewer service. The provision of water and/or sewer service is contingent upon the Applicant/Developer meeting the requirements of the Yucaipa Valley Water District as provided in a Development Agreement which shall be executed prior to the issuance of any grading or building permits related to this Project.

2. The Yucaipa Valley Water District recognizes that service conditions, market environment, environmental factors and regulatory requirements are subject to changes. Therefore, this Preliminary Project Service Evaluation will expire 12 months from the date of this letter

as identified above if a Development Agreement has not been executed prior to the expiration date.

3. Approved water and sewer construction drawings expire one year after their respective approval date. The Applicant/Developer will need to resubmit drinking water and sewer plans for re-evaluation one year after the plans have been approved and signed.

4. The Applicant must comply with the most current rules, regulations, policies, design criteria, and construction standards of this District, as they are amended or may hereafter be amended, whether written or otherwise in effect at the time of construction.

5. Full compliance with all rules, regulations, procedures, and Development Agreements are necessary to receive Certificates of Compliance from the land use or permitting authority.

6. The Yucaipa Valley Water District provides drinking water, recycled water, and sewer service. The Project will require drinking water and sewer service. The Applicant should be prepared to design connections to utilize drinking water and sewer service.

7. Within the service area of the Yucaipa Valley Water District are other water related facilities owned by private companies and the State of California. It is the responsibility of the Applicant to determine the impact of these facilities upon the proposed Project.

8. Slopes, walls, and structure overhangs are not allowed within any existing or proposed water or sewer easements. All existing and proposed sewer and water easements shall be a minimum of 20-feet wide with all-weather roadway surfaces and consistent with the latest District standards. Adequate separation must be maintained to ensure the integrity of all existing facilities.

9. The Applicant should review the Yucaipa Valley Water Districts Standards Design Drawings for Drinking Water and Sewer, Facilities to become familiar with general design and construction requirements.

10. The Yucaipa Valley Water District will not allow existing or proposed water or sewer facilities within the proximity of on-site storm water detention basins without adequate mitigation and protection. The Applicant should coordinate the location of the on-site detention basins with the Engineering Department.

11. The Yucaipa Valley Water District has not reviewed the projected drinking water and sewer demand projections for this Project. The anticipated system demands will modify the preliminary requirements for on-site and off-site facilities. The Applicant should schedule a meeting to discuss this issue.

12. To properly conduct a review of the proposed infrastructure needed for this Project, the Applicant shall provide utility drawings for other facilities/infrastructure that may cause interference with the existing/proposed water and sewer facilities. These conflicts may include, but not be limited to detention basins, storm drains, electricity, gas, cable, etc.

13. All permits related to water and sewer facilities by other entities shall be at the expense of the Applicant.

14. The Applicant will be responsible for all fees and charges as established by the District for this Project, including, but not limited to the advanced payment of deposits for plan check and inspection of water and sewer related facilities. The Developer shall be responsible for the actual cost of plan check and inspection services required for the Project. Plan check and inspection deposits are typically 10% of the infrastructure construction cost.

A. Prior to executing a Development Agreement, the District will require an initial deposit from the Development based on the schedule below:
i. An initial deposit of $2,500 and a minimum balance of $1,000 for a Project that involves the construction of 1 to 2 proposed structures; ii. An initial deposit of $5,000 and a minimum balance of $2,000 for a Project that involves the construction of 3 to 5 proposed structures; iii. An initial deposit of $10,000 and a minimum balance of $3,000 for a Project that involves the construction of 6 to 20 proposed structures; iv. An initial deposit of $25,000 and a minimum balance of $5,000 for all other Projects.

B. The minimum balance identified above will be evaluated by the District throughout the duration of the Project to make sure the minimum balance is available in the Project account prior to the District staff completing any Project related task or activity.

15. The Applicant shall be responsible for ensuring the property is within the service boundary of the Yucaipa Valley Water District prior to the approval of a development agreement with the Yucaipa Valley Water District. All costs related to annexation proceedings shall be the responsibility of the Applicant.

16. This Preliminary Project Service Evaluation does not provide a vested right, guarantee or commitment of water or sewer related services from the District.

17. The District reserves the right to deny water and/or sewer service to the Project if any of the conditions contained in this letter and/or the Development Agreement are not satisfied.

18. Each parcel must be directly adjacent to the Yucaipa Valley Water District infrastructure that is used to provide service to the parcel.

19. Special Conditions:

A. The District has not received all of the necessary information to fully evaluate the proposed Project at this time. Therefore, the Applicant should be aware that the following partial list of conditions is not representative of the final requirements and conditions for this Project.

B. The District will require the Developer to schedule an on-site pre-con meeting and provide a 48-hour notice prior to making any connections to District drinking water or sewer infrastructure.

C. Dedicated drinking water and sewer service connections are required for the proposed car wash. The Developer will be responsible for providing written approval for use of any existing sewer laterals within the shopping center.

D. The Developer may be required to complete a Lot Merger for APN: 411-190-042 and 411-190-045 with the City of Calimesa prior to receiving service from the District.

E. Facility Capacity Charge fees and the minimum required meter size will be determined by the District. This will require that the Developer provide utility plans for review. All fees are due prior to the issuance of any building permits by the City of Calimesa.

F. Use of a sewer dump station will not be permitted or approved.

September 9, 2025
Mia Preciado, Senior Engineering Technician Date

February 19, 2026
Re: Will Serve Letter – City of Calimesa, 1128 Calimesa Blvd.

APN #: 41119042, 045
To Whom it May Concern:

Thank you for contacting CR&R regarding your request for services within the City of Calimesa at 1128 Calimesa Blvd, NE corner of Calimesa Blvd.

CR&R is the franchised hauler for this area and will provide trash, recycle, and organics when you are moved into your address. We also have the franchise for industrial services so when you are in the process of doing the C&D portion of the building, we will service the roll off boxes there as well.

Please call in to get service set up before moving in date as it might take a week or two to get bins/carts delivered. Please remember you will need all three services including trash, recycle, and organics to be compliant with the SB1383 mandate. When you are ready to start service, please contact our Customer Service Department at (800) 755-8112.

Sincerely,
Barbara Jimenez
Senior Sustainability Manager
951-436-4915

Publish Date: July 10, 2026
Darlene Gerdes, City Clerk

CITY OF CALIMESA

NOTICE OF PUBLIC HEARING
PUBLIC NOTICE IS HEREBY GIVEN that on July 20, 2026 at 6:00 p.m. in the Norton Younglove Senior Center, 908 Park Avenue, Calimesa, California, the City Council of the City of Calimesa will hold a public hearing (in person) to consider the proposed development project as follows:
• A REQUEST BY FOUNTAINHEAD DEVELOPMENT ON BEHALF OF QUICK QUACK CAR WASH FOR THE PROPOSED DEVELOPMENT OF A NEW 3,362

SQUARE FOOT DRIVE-THRU AUTOMATIC EXPRESS CAR WASH IN THE

VACANT PAD AREA WITHIN THE EXISTING SHOPPES COMMERCIAL RETAIL SHOPPING CENTER AT 1168 CALIMESA BLVD. AT APNS: 411-190-042 AND 411- 190- 045. THE FOLLOWING APPLICATIONS WILL BE CONSIDERED:
• EA 25-02, AN ENVIRONMENTAL ASSESSMENT EVALUATING AN

ADDENDUM TO THE PREVIOUSLY ADOPTED INITIAL STUDY/MITIGATED

NEGATIVE DECLARATION PURSUANT TO THE CALIFORNIA

ENVIRONMENTAL QUALITY ACT ADDRESSING MINOR TECHNICAL
REVISIONS AND MODIFICATIONS TO THE APPROVED PROJECT. THE

ENVIRONMENTAL ASSESSMENT CONCLUDES THAT THE PROJECT DOES

NOT INVOLVE ANY NEW SIGNIFICANT ENVIRONMENTAL IMPACTS OR

SUBSTANTIAL CHANGES REQUIRING PREPARATION OF A SUBSEQUENT

OR SUPPLEMENTAL ENVIRONMENTAL DOCUMENT PURSUANT TO CEQA GUIDELINES SECTIONS 15162 OR 15164.
• ZTA 25-03, A PROPOSED ZONE TEXT AMENDMENT TO THE DOWNTOWN

BUSINESS DISTRICT PERMITTED USES TABLE TO ALLOW AUTOMOTIVE

WASHING, SELF SERVICE AS A CONDITIONALLY PERMITTED USE
WITHIN THE DOWNTOWN VILLAGE COMMERCIAL ZONE.
• CUP 25-01, PROPOSED CONDITIONAL USE PERMIT TO ALLOW

OPERATION OF A SELF-SERVICE AUTOMOTIVE WASHING FACILITY,

INCLUDING A DRIVE-THRU AUTOMATIC EXPRESS CAR WASH AND

ASSOCIATED VACUUM STATIONS WITHIN THE DOWNTOWN VILLAGE

COMMERCIAL ZONE
• DPR 25-01, DESIGN REVIEW APPLICATION FOR THE CONSTRUCTION OF A NEW 3,362 SQUARE FOOT DRIVE-THRU AUTOMATIC EXPRESS CAR

WASH FACILITY, INCLUDING ASSOCIATED SITE IMPROVEMENTS,
LANDSCAPING, LIGHTING, SIGNAGE, AND ARCHITECTURAL FEATURES.

Publish Date: July 10, 2026
Darlene Gerdes, City Clerk
• TENTATIVE PARCEL MAP (TPM) NO. 39386, PROPOSAL TO SUBDIVIDE AND

RECONFIGURE TWO EXISTING PARCELS INTO A NEW LEGAL LOT TO FACILITATE THE PROPOSED COMMERCIAL DEVELOPMENT PROJECT.

NOTICE IS FURTHER GIVEN that the public may provide comments as follows: 1) Submit written comments to City Hall at the above address, 2) Email comments to the City Clerk at [email protected], or 3) Attend the meeting in person and speak thereon. Please note, mailed and/or emailed comments must be submitted by 5:30 p.m. on July 20, 2026.

PLEASE NOTE that pursuant to Government Code Section 65090, if you challenge the project in court, you may be limited to raising only those issues you raised at the public hearing as described in this Notice or in written correspondence delivered to the City Clerk of the City of Calimesa prior to or at the public hearing.

Publish Date: July 10, 2026
Darlene Gerdes, City Clerk

CITY OF CALIMESA

PROJECT VICINITY

PROJECT SITE

CITY COUNCIL MEETING
Agenda Report
Agenda Item No. 20.

SUBJECT: Public Hearing: EA-25-8, ANNX-25-1, GPA-25-2, Ordinance No. 423 for ZC-25-2 and Zone Text Amendment No. ZTA-25-4, CUP-25-4, and CUP25-5 for a proposed land-owner initiated annexation of apx. 313-acres from Riverside County into the jurisdictional boundaries of the City of Calimesa.

MEETING DATE: July 20, 2026
PREPARED BY: Kelly Lucia, Community Development Director RECOMMENDATION:

That the City Council open the public hearing, take public testimony, and:

1. Adopt CC Resolution 2026-28, approving Environmental Assessment No. EA-25-8, adopting a Negative Declaration;

2. Adopt CC Resolution 2026-29, approving General Plan Amendment No. GPA-25-2;

3. Adopt CC Resolution 2026-30, approving Annexation No. ANNX-25-1;

4. Introduce Ordinance No. 423, approving Pre-Zoning Application No. ZC-25-2 and Zone Text Amendment No. ZTA-25-4;

5. Adopt CC Resolution 2026-31, approving Conditional Use Permit No. CUP-25-4; and

6. Adopt CC Resolution 2026-32, approving Conditional Use Permit No. CUP-25-5 BACKGROUND:

On June 22, 2026, the Planning Commission voted 4-0 (1 excused absence) recommending that the City Council approve the Project applications referenced above.

Current Land Uses
The Northern Annexation Area consists of approximately 152.8 acres of developed area containing two large industrial buildings measuring 1,012,760 s.f. and 811,000 s.f. in size, approximately 1,237 associated parking spaces, and approximately 3.6 acres of right-of-way (ROW) for Cherry Valley Boulevard and Roberts Street. There is an existing equestrian shade structure/stable and associated pasture that occurs along the north-central boundary of the

Northern Annexation Area that is associated with an off-site residential use to the north.

The Northern Annexation Area also includes approximately 80.3 acres of open space. The existing development within the Northern Annexation Area was previously was entitled as part of Riverside County General Plan Amendment No. 534, Change of Zone No. 7799, Tentative Parcel Map No. 36564, and Plot Plan No. 25337, and the existing warehouse buildings are fully operational under existing conditions.

Approximately 4.9 acres in the north-central portions of the Southern Annexation Area are developed as a truck equipment and repair business (Bonafide Truck Equipment and Repair).

An existing wireless tower facility is located in the southwestern portion of the Southern Annexation Area. The remaining portions of the Southern Annexation Area is undeveloped.

The Bonafide Truck Equipment and Repair previously was entitled through Riverside County as part of Change of Zone No. 06288 and CUP No. 03322 , while the wireless tower facility most recently was entitled through Riverside County pursuant to Plot Plan 16147 (PPT16147).

Surrounding Land Use
Areas abutting the Northern Annexation Area to the north, east, and southeast are within unincorporated Riverside County, while lands to the west of the Northern Annexation Area are located within the City of Calimesa. Lands to the north of the Northern Annexation Area mostly consists of open space, along with several scattered rural residential homes and associated structures. Properties to the east and west of the Northern Annexation Area consist of smallscale agricultural uses and scattered rural residences.

Lands to the south of the Northern Annexation Area are located within the City of Beaumont and consist of scattered vacant parcels, a truck services business, and the former Sunny Cal Egg Ranch. The Sunny Cal Egg Ranch site previously received entitlement approval for a planned residential development consisting of approximately 560 residential units. Land to the west of the Northern Annexation Area and to the north of the western portion of the Southern Annexation Area are located within the City of Calimesa and include rural residential, agricultural uses, and undeveloped lands, while the Rancho Calimesa Mobile Home Park is located approximately 0.26-mile northwest of the Northern Annexation Area.

Lands to the northwest, west, and south of the Southern Annexation Area are located in the City of Calimesa. Lands to the east of the Southern Annexation Area are located in the City of Beaumont. West of the Southern Annexation Area is I-10, beyond which are undeveloped lands, agricultural uses, single-family residential uses, and an existing commercial shopping center that includes a Stater Brothers Market. South of the Southern Annexation Area is I-10, beyond which are undeveloped lands and single-family residential uses, and an existing utility corridor. Lands to the east of the Southern Annexation Area are in the City of Beaumont and consists of scattered vacant parcels, a truck services business, and the former Sunny Cal Egg Ranch. North of the Southern Annexation (and to the west of the Northern Annexation Area) are small scale agricultural uses and scattered rural residences

See Attachment A for the following exhibits:
• Existing City of Calimesa boundary
• Existing Riverside County General Plan Land Use Designations • Proposed City of Calimesa General Plan Land Use Designations • Existing Riverside County Zoning Designations
• Proposed City of Calimesa Zoning Designations
• Assessor Parcel Number and Ownership Map - Annexation Area • Cherry Valley Boulevard and City Boundaries Exhibit
Prior Annexation Proceedings
In 1993, LAFCO considered an application to expand the City’s Sphere of Influence (SOI) and to annex approximately 244 acres of land generally located near Interstate 10 and Cherry Valley Boulevard and that overlaps with the current Project area. The prior proceedings were contested due to disagreements at the time regarding future urban development, possible environmental impacts, regional service responsibilities, infrastructure planning, and jurisdictional boundaries. Unlike the current Project, however, the prior proceeding included a proposal to rezone the territory to be annexed to allow for more intensive land uses. LAFCO initially approved the 1993 annexation proposal and SOI expansion, but rescinded its approval in 1996, following a successful legal challenge on the grounds that the environmental review at that time had failed to properly analyze the proposal to allow more intensive land uses on the territory to be annexed.

Figure 1- Existing Calimesa Boundaries
DISCUSSION:

Project Description:

The Project would result in annexation of approximately 313.4 acres of unincorporated land in

the County of Riverside into the City of Calimesa, with no new construction, uses, or increase in development potential of the subject properties. The Project includes the following discretionary applications:
• Environmental Assessment No. EA-25-8, a Negative Declaration (ND) that the Project would not result in any significant environmental impacts and related findings made pursuant to the California Environmental Quality Act (“CEQA”).
• Annexation No. ANNX-25-1, annexation of approximately 313.4 acres of unincorporated land, consisting of: (1) approximately 234 acres north of Cherry Valley Boulevard and east of the existing City limits (the “Northern Annexation Area”); and (2) approximately

79.4 acres south of Cherry Valley Boulevard and east of the existing City limits (the “Southern Annexation Area”).
• General Plan Amendment No. GPA-25-2, an amendment to the City’s General Plan Land Use Map and other related exhibits to include the new territory and designate the land uses therein in a manner generally consistent with the existing land use designations in the Riverside County General Plan.
• Ordinance No. 423 - Pre-Zoning/Zone Change No. ZC-25-2, an amendment of the City’s Zoning Map pre-zone the 313.4-acre Annexation Area in a manner consistent with GPA-25-2 and apply a Warehouse Overlay Zone (“WOZ”) to 138.7 acres in the Northern Annexation Area that is currently developed with two warehouse buildings, which would permit warehouse buildings containing up to 1,100,000 square feet (s.f.) of building area with approval of a CUP. and Zone Text Amendment No. ZTA-25-4, an amendment of Section 18.30.020 (Industrial zone districts) in Chapter 18.30 (Industrial Zone Districts), Table 18.30.030 (Uses Permitted Within Industrial Districts), Table 18.30.040 (Industrial Development Standards) of Chapter 18.30 (Industrial Zone Districts) of Title 18 (Zoning, Land Use and Development Regulations) and adding a new section 12 to Section 18.90.040 (Major Development Plan Review) of Chapter

18.90 (Development Plan Review) of Zoning, Land Use, and Development Regulations, Title 18 of the Calimesa Municipal Code to conditionally permit warehouse buildings no larger than 1,100,000 square feet in size in the L-I zone for properties located in the newly created Warehouse Overlay Zone (WOZ).
• Conditional Use Permit No. CUP-25-4, to allow the continued operation of an existing warehouse not greater than 1,100,000 square feet in size located in the westerly portion of Northern Annexation Area (“Building 1”) consistent with ZTA-25-4 and with no expansion or change in the current use.
• Conditional Use Permit No. CUP-25-5, to allow the continued operation of an existing warehouse not greater than 1,100,000 s.f. in size located in the easterly portion of Northern Annexation Area (“Building 2”) consistent with ZTA-25-4 and with no expansion or change in the current use.

Figure 2. Vicinity Map and Project Area
Environmental Assessment No. EA-25-8:

In accordance with the requirements of CEQA and the State CEQA Guidelines, an initial study was prepared to determine whether the Project may have any potentially significant adverse impacts on the environment. A copy of the final Initial Study/Negative Declaration is provided as Attachment B.

Because the Project comprises an administrative adjustment to the boundaries of the City and two CUPs to permit the continued operation of two existing warehouse buildings within the Northern Annexation Area, none of which would result in physical impacts on the environment beyond what already occurs under existing conditions. There are no components of the proposed Project that would result in changes to: Aesthetics, Agriculture and Forestry Resources, Air Quality, Biological Resources, Cultural Resources, Energy, Geology and Soils, Greenhouse Gas Emissions, Hazards and Hazardous Materials, Hydrology and Water Quality, Land Use and Planning, Mineral Resources, Noise, Population and Housing, Public Services, Recreation, Transportation, Tribal Cultural Resources, Utilities and Service Systems, or Wildfire.

The Notice of Intent (“NOI”) to Adopt a Negative Declaration was circulated for public review from April 17, 2026, to May 18, 2026. Written comments were received from the following agencies and organizations during the review period. Copies of all comment letters the City received are provided as Attachment C to this staff report. • City of Beaumont: The City of Beaumont submitted comments in response to the NOI by letter dated May 16, 2026. The City of Beaumont did not object to the City of Calimesa’s proposed annexation of the Northern Annexation Area or to the ongoing operations of the two existing warehouse buildings on the portion of the Northern Annexation Area. The City of Beaumont stated it objected to the City of Calimesa’s annexation of the Southern Annexation Area, that it has taken steps internally to initiated its own annexation proceedings of the same area and that it would be better positioned to provide municipal services to the site. The City of Beaumont stated additional concerns regarding water service, regional hydrology, water quality management, public safety responses, roadway maintenance, and utility coordination.
• Beaumont-Cherry Valley Water District (“BCVWD”): BCVWD submitted comments in response to the NOI by letter dated May 18, 2026. BCVWD did not object to the City of Calimesa’s proposed annexation of the Northern Annexation Area, which is not within BCVWD's SOI or Service Boundary. BCVWD stated it objected to the proposed annexation of the Southern Annexation Area, which is located in its existing SOI, that BCVWD has plans to provide potable and non-potable water service to the Southern Annexation Area, and that BCVWD has partially completed master-planned infrastructure along Cherry Valley Boulevard to serve the area. BCVWD also asserted that the ND was wrong to assume that the Yucaipa Valley Water District (“YVWD”) is the appropriate water service provider for the Southern Annexation Area and that annexation into Calimesa could result in a duplication of water service. BCVWD asserted that the reasons for LAFCO’s prior decision regarding annexation of the area into the City of Calimesa were still applicable. BCVWD stated the Project should be revised to remove the Southern Annexation Area, which it stated should instead be annexed into BCVWD and the City of Beaumont. • Yucaipa Valley Water District (“YVWD”): YVWD submitted comments in response to the NOI by letter dated April 27, 2026. YVWD stated it supports the Project and concurred with the ND's finding of no impact to water supplies, sewer treatment capacity, or related

infrastructure. YVWD stated that the Northern Annexation Area is already within its service boundary and currently receives water and sewer service from YVWD. YVWD stated it has already has adequate capacity to serve both current and future uses within the Southern Annexation Area as well.
• SAFER/Lozeau Drury: SAFER submitted comments in response to the NOI, through a letter from its attorneys dated May 18, 2026. SAFER requested that the Project be conditioned to require additional CEQA review prior to approval any new development within the Annexation Area in the future.
• U.S. Fish and Wildlife Service (“USFWS”): USFWS submitted comments in response to the NOI by e-mail on April 23, 2026. USFWS stated the proposed annexation will require processing of a Minor Amendment under the Western Riverside County MSHCP. • Southern California Gas Company (“SoCalGas”): SoCalGas submitted comments in response to the NOI by e-mail on April 23, 2026. SoCalGas did not provide substantive comments regarding the ND. SoCalGas submitted standard informational correspondence regarding excavation notification requirements and utility contact procedures • Riverside County Department of Environmental Health (“RCDEH”): RCDEH submitted comments in response to the NOI by e-mail on May 18, 2026. RCDEG indicated that it had no comments on the ND.

Tribal Consultation
In accordance with Public Resources Code Section 21080.3.1 and Government Code Section 65352.3, the City conducted Tribal Consultation efforts with the following California Native American tribes:
• Agua Caliente Band of Cahuilla Indians
• Augustine Band of Cahuilla Mission Indians
• Cabazon Band of Mission Indians
• Cahuilla Band of Mission Indians
• Los Coyotes Band of Cahuilla and Cupeño Indians
• Morongo Band of Mission Indians
• Pala Band of Mission Indians
• Pauma Band of Luiseno Indians
• Pechanga Cultural Resources Department
• Quechan Indian Tribe of the Fort Yuma Reservation
• Ramona Band of Cahuilla Mission Indians
• Rincon Band of Luiseno Indians
• Santa Rosa Band of Cahuilla Indians
• Serrano Nation of Mission Indians
• Soboba Band of Luiseno Indians
• Torres-Martinez Desert Cahuilla Indians
• Yuhaaviatam of San Manuel Nation

Tribal consultation meetings occurred and consultation is now closed. There were no requests for mitigation measures because there is no development associated with these actions.

However, the Tribes collectively remind the City to evaluate future development proposals to determine the applicability of AB 52 and/or SB 18 consultation requirements.

Western Riverside County Multi-Species Habitat Conservation Plan (MSHCP) The proposed annexation will require processing of a Minor Amendment under the Western Riverside County MSHCP. The Minor Amendment process consists of Wildlife Agency review of the proposed Minor Amendment, which must be completed within 60 days of receipt of the notice for the Minor Amendment. Any Party can institute the informal meet and confer process set forth in Section 23.6 of the IA to resolve disagreements concerning Minor Amendments. If the Wildlife Agencies do not concur with the analysis supporting the Minor Amendment, the Project would be subject to a Major Amendment. If the Wildlife Agencies concur, or if they fail to respond within the 60-day period, a Minor Amendment for these projects shall be approved.

City staff has discussed the Minor Amendment process with the Regional Conservation Authority staff, and no issues are anticipated with completing this administrative revision.

Clarifying Revisions Made to the Final Negative Declaration At the June 22, 2026 Planning Commission meeting, comments were made in reference to the Negative Declaration’s discussion of BCVD’s SOI in the Southern Annexation Area. The Negative Declaration was modified to accurately represent the current municipal, wet utility, and sphere of influence boundaries of the Northern and Southern Annexation Areas. Pursuant to CEQA Guidelines Section 15073.5(c)(4), recirculation of the Negative Declaration is not required when “new information is added to the negative declaration which merely clarifies, amplifies, or makes insignificant modifications to the negative declaration.” Annexation No. ANNX-25-1
Figure 1, above, depicts the location of the Annexation Area in relation to the City’s existing boundaries. The properties that would be annexed consists of: (1) approximately 234 acres north of and abutting Cherry Hills Boulevard and east of and abutting the existing City limits (the “Northern Annexation Area”); and (2) approximately 79.4 acres located south of and abutting Cherry Hills Boulevard and south and east of and abutting the existing City limits (the “Southern Annexation Area”). If ultimately approved by LAFCO, the total annexation area would approximately 313.4-acres.

The Northern Annexation Area consists of approximately 152.8 acres of developed area containing two large industrial buildings measuring 1,012,760 s.f. and 811,000 s.f. in size, approximately 1,237 associated parking spaces, and approximately 3.6 acres of right-of-way (“ROW”) for Cherry Valley Boulevard and Roberts Street. There is also an existing equestrian shade structure/stable and associated pasture that occurs along the north-central boundary of the Northern Annexation Area and that is associated with an off-site residential use to the

north. In addition, the Northern Annexation Area includes approximately 80.3 acres of open space. The existing development within the Northern Annexation Area was previously entitled as part of Riverside County General Plan Amendment No. 534 (GPA 534), Change of Zone No. 7799 (CZ 7799), Tentative Parcel Map No. 36564 (TPM 36564), and Plot Plan No. 25337 (PPT 25337), and the existing warehouse buildings are fully operational under existing conditions.

Approximately 4.9 acres in the north-central portions of the Southern Annexation Area is developed as a truck equipment and repair business (Bonafide Truck Equipment and Repair).

An existing wireless tower facility is located in the southwestern portion of the Southern Annexation Area. The remaining portions of the Southern Annexation Area consist of undeveloped lands. The Bonafide Truck Equipment and Repair previously was entitled through Riverside County as part of Change of Zone No. 06288 (CZ06288) and Conditional Use Permit No. 03322 (CUP0322), while the wireless tower facility most recently was entitled through Riverside County pursuant to Plot Plan 16147 (PPT16147).

No new development is proposed as part of the Project as it only consists of an administrative adjustment to the boundary between the City of Calimesa and unincorporated Riverside County. No detachment process or other actions are required by the County of Riverside.

Annexation of the Project area would ultimately be subject to LAFCO’s final approval and the County’s approval of a Minor Amendment to the Western Riverside County Multiple Species Habitat Conservation Plan (“MSHCP”) to reflect the proposed changes in the City’s boundary.

Minor Amendments are amendments to the MSHCP of a minor or technical nature where the effect on Covered Species, level of Take and Permittees’ ability to implement the MSHCP are not significantly different than those described in the MSHCP as originally adopted. A minor amendment for the Project would be appropriate under the MSHCP because it would not preclude Reserve Assembly, significantly increase the cost of the MSHCP Conservation Area management or assembly, or preclude achieving Covered Species Conservation and goals. See Attachment E.

General Plan Amendment 25-2
GPA 25-2 would accommodate the proposed annexation by amending the City of Calimesa’s General Plan Land Use Map to include the newly annexed properties and apply City land use designations that are generally consistent with the existing adopted Riverside County land use designations for the Annexation Area. Figure 2, below, depicts the current land use designations under the County’s General Plan, and Figure 3, below, depicts what the proposed land use designations would be under the City’s General Plan if GPA 25-2 is approved. See Attachment D.

In the Northern Annexation Area, approximately 87.0 acres would be designated OS-R – Open Space Residential (1 DU/10 AC) and approximately 138.7 acres in the Northern Annexation Area (which are currently developed with existing warehouses) would be designated LI – Light Industrial with a Warehouse Overlay Zone (WOZ). In the Southern Annexation Area, approximately 19.8 acres would be designated CC – Community Commercial, and

approximately 58.5 acres would be designated RE (Residential Estate). Table 1, below, shows how the County of Riverside’s existing General Plan land use designations (IP, W-2, C-P-S, and R-A-1) would be translated into the City’s General Plan classifications (L-I, O-S-R. C-C and R-E, and WOZ).

Figure 3 Existing County General Plan Land Use Designations

Figure 4 - Proposed City General Plan Land Use Designations

GPA-25-2 would also make related updates to the text and figures in the City’s General Plan to reflect the new City boundary. See Attachment D. The revised Figures include:

Figure 1-1: Planning Area
Figure LU-1: Land Use Map
Figure TM-1: Circulation Map
Figure OSPR-1: Existing Public Parks and Open Space Areas Figure OSPR-2: Trails Master Plan
Figure SAF-1: Fault Zones
Figure SAF-2: Liquefaction Susceptibility
Figure SAF-3: Areas Subject to Subsidence
Figure SAF-4: General Geologic Conditions
Figure SAF-5: Flood Zones
Figure SAF-6: Fire Hazards Areas
Figure SAF-7: Evacuation Routes

Ordinance No. 423 - Pre-Zoning/Zone Change application No. ZC-25-2 ZC-25-2 would accommodate the proposed annexation by amending the City of Calimesa’s Zoning Map to include the newly annexed properties and apply pre-zoning designations that are the same as the land use designations in GPA 25-2 and generally consistent with the zoning designations under the County’s zoning scheme. See Attachment F.

Table 2, below, shows how the County of Riverside’s existing zoning designations (IP, W-2, C-PS, and R-A-1) would be translated into the City’s zoning classifications (L-I, O-S-R. C-C and R-E, and WOZ).

Figure 5 - Existing County Zoning Classifications

Figure 6 - Proposed City Pre-Zoning Classifications

Ordinance No. 423 - Continued - Zone Text Amendment No. ZTA-25-4.

ZTA-25-4 would amend Section 18.30.020 (Industrial zone districts) in Chapter 18.30 (Industrial Zone Districts), Table 18.30.030 (Uses Permitted Within Industrial Districts), Table 18.30.040 (Industrial Development Standards) of Chapter 18.30 (Industrial Zone Districts) of Title 18 (Zoning, Land Use and Development Regulations) and adding a new section 12 to Section

18.90.040 (Major Development Plan Review) of Chapter 18.90 (Development Plan Review) of Zoning, Land Use, and Development Regulations, Title 18 of the Calimesa Municipal Code to accommodate the newly created Warehouse Overlay Zone (WOZ) by identifying warehouse buildings no greater than 1,100,000 sf in size as a conditionally-permitted use in the L-I zone for properties located within the WOZ overlay. Approval of ZTA-25-4 in conjunction with ZC-25- 2 (described above) and Conditional Use Permit Nos. 25-4 and 25-5 (described below) would ensure that the existing warehouse buildings within the Northern Annexation Area fully comply with the zoning requirements of the L-I zone, including the L-I zoning restrictions related to building size. See Attachment F.

Conditional Use Permits 25-4 and 25-5
Under ZC 25-2 and ZTA-25-4, the existing warehouse buildings in operation in the Norther Annexation Area would each require approval of a new conditional use permit even though no new development is proposed as part of the Project. The site plan of the existing warehouses is shown depicted in Figure 6, below.

CUP 25-4 applies to Building 1, which is the existing warehouse building in the western portion of the Northern Annexation Area and includes a total of 811,000 sf of warehouse space and 10,000 sf of office space, for a total building area of 811,000 sf. There are 130 truck trailer docking doors with 65 dock doors, on the western and eastern sides of the building, respectively. A total of 274 passenger vehicle parking stalls are provided to the north and south

of the building, while a total of 271 truck trailer parking stalls are located in the truck courts to the east and west of the building. Approval of CUP-25-4 would meet the requirements of the LI zone (as revised by ZTA-25-4) for buildings up to 1,100,00 sf in size and would ensure that Building 1 is consistent with all applicable City of Calimesa zoning requirements. See Attachment G.

Figure 7 - Site Plans for Buildings 1 and 2
CUP 25-5 applies to Building 2, which is the existing warehouse building in the eastern portion of the Northern Annexation Area and includes a total of 992,760 sf of warehouse space, and 20,000 sf of office space, for a total building area of 1,012,760 sf. There are 170 truck trailer docking doors, with 85 dock doors on each of the northern and southern sides of the building.

There are a total of 432 passenger vehicle parking stalls provided to the north and south of the building, and 248 truck trailer parking stalls in the truck courts located to the south and north of the building. Approval of CUP-25-5 would meet the requirements of the L-I zone (as revised by ZTA-25-4) for buildings up to 1,100,000 sf in size and would ensure that Building 2 is consistent with all applicable City zoning requirements. See Attachment H.

Annexation Project Agreement between the City of Calimesa and I10 Logistics Owner, LLC I10 Logistics Owner, LLC (the Applicant), in consideration of their initiation and support of annexation into the City of Calimesa, which will result in a substantial increase in property tax revenue to the City, has requested that the City enter into an Annexation Project Agreement.

While City staff and the Applicant continue to finalize the legal terms of the Agreement, the following major deal points have been agreed to in principle, subject to approval by the City Council:

• 15-year Term
• Community Benefit Contributions
○ In year 1, $450,000 contribution to Fire Department Ladder Truck ○ In years 2-15:
– $115,000 annual Public Services Contribution
– $10,000 annual contribution to Calimesa non-profits
• Contingent Annual Payments to Applicant
○ Payments calculated based on 95% of Base Property Tax generated from certain parcels within the Project area.
○ Contingency is based on the City collecting a minimum amount of property tax before payment is triggered.
○ Total payments to Applicant not-to-exceed $12,500,000 over life of Agreement If the City Council approves the applications related to the Project, the Agreement will be brought forward for final approval alongside the Second Reading of Ordinance 423.

FISCAL IMPACT:

Upon annexation, property tax revenues would transfer to the City in accordance with the Master Property Tax Transfer Agreement between the City and the County. Under that agreement, the County would retain 75% of its current share of the general property tax, and 25% of that share would transfer to the City of Calimesa. The City would also receive 100% of the County Fire portion of the ad valorem property tax.

In addition, the applicant has requested that the City enter into an Operating Covenant as part of the annexation. If approved, the Operating Covenant would provide for the sharing of certain property tax revenues received by the City with the applicant.

Based on current taxable assessed values, the net fiscal impact to the City is estimated to be approximately $590,000 in revenue during the first year the City receives property tax revenues from the annexation, approximately $730,000 in the second year, and approximately $2,050,000 in the first year following expiration of the Operating Covenant, which has a proposed term of 15 years. Costs associated with providing services to the annexation area are estimated at approximately $200,000 annually. As a result, the annexation is projected to generate a net surplus of revenues over expenditures, which could be used to support services and improvements in other areas of the City.

ATTACHMENTS:

1. Attachment A - Annexation Exhibits_Compiled

2. Attachment B - CC Reso 2026-28_EA 25-8_with Final Negative Declaration

3. Attachment C - Public Comments Received on Negative Declaration

4. Attachment D - CC Reso 2026-29_GPA 25-2 with Revised General Plan Figures

5. Attachment E - CC Reso 2026-30_ANNX 25-1_Annexation

6. Attachment F - Ord No. 423 for Annexation_ZTA 25-4 and ZC 25-2_WOZ and PreZoning

7. Attachment G - CC Reso 2026-31_Building 1_CUP-25-4

8. Attachment H - CC Reso 2026-32_Building 2 CUP-25-5

9. Attachment I - Public Hearing Notice_Calimesa Annexation_7.20.2026

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JN: 707-007
Date: 11-19-2025
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Date: 11-19-2025

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BROOKSIDE AVE
Cherry Valley Boulevard Centerline
Cherry Valley Boulevard
Proposed Project Site Boundary 1
Existing City of Calimesa Boundary 2
City of Beaumont Boundary 3
1 The Project Site borders the City of Calimesa to the west, extends to the centerline of Cherry Valley Boulevard in the south, and borders Unincorporated Riverside County to the east and northeast.
2 A portion of Cherry Valley Boulevard west of the Project site is within the City of Calimesa boundary (north of
centerline) and a portion is within Riverside County (south of centerline).
3 The City of Beaumont boundary extends to the centerline of Cherry Valley Boulevard.

Cherry Valley Boulevard and City Boundaries Surrounding the Project Site JN: 707-007
Date: 01-06-2026

12459-0001\3276398v1.doc
RESOLUTION NO. 2026-28

A RESOLUTION OF THE CITY COUNCIL OF THE CITY OF CALIMESA APPROVING ENVIRONMENTAL ASSESSMENT 25-08 (EA 25-08) AND

ADOPTING THE NEGATIVE DECLARATION FOR THE PROPOSED
ANNEXATION OF APPROXIMATELY 313.4 ACRES FROM THE COUNTY OF RIVERSIDE INTO THE CITY OF CALIMESA (ANNEXATION NO. 25-1) AND

RELATED NECESSARY LAND USE APPROVALS (GENERAL PLAN
AMENDMENT 25-02, ZONE TEXT AMENDMENT NO. 25-04 ZONE CHANGE 25- 02, CONDITIONAL USE PERMIT 25-04, AND CONDITIONAL USE PERMITS 25- 04 AND 25-05, AND ADOPTING FINDINGS IN SUPPORT THEREOF

PURSUANT TO THE CALIFORNIA ENVIRONMENTAL QUALITY ACT
WHEREAS, I-10 Logistics Owner, LLC (the “Applicant”) submitted a Master Land Use Entitlement Application seeking to obtain pre-zoning and land use entitlement approvals from the City of Calimesa in connection with the Applicant’s proposed annexation of approximately 313.4 acres (herein, “Annexation Area”) from the County of Riverside into the City of Calimesa, which require the City’s approval of the following discretionary approvals, which are referred to collectively herein as the “Project”):

1. Annexation No. 25-1 (ANNX-25-1), annexation of approximately 313.4 acres of unincorporated land, consisting of: (1) approximately 234 acres north of Cherry Hills Boulevard and east of the existing City limits consisting of APNs 407-220-024, 407-220-026, 407-220-028, and 407-220-029 (the “Northern Annexation Area”); and (2) approximately 79.4 acres of south of Cherry Hills Boulevard and east of the existing City limits consisting of APNs 407-230-004, 407-230-006, 407-230-011, 407-230-016, 407-230-017, 407-230-018, 407-230- 020, 407-230-029, and 407-230-030 (the “Southern Annexation Area”); and

2. General Plan Amendment No. 25-2 (GPA-25-2), an amendment to the City’s General Plan Land Use Map to include the Annexation Area and designate the land uses therein in a manner generally consistent with the existing land use designations in the Riverside County General Plan; and

3. Pre-Zoning/Zone Change No. 25-2 (ZC-25-2), an amendment of the City’s Zoning Map pre zone the 313.4-acre Annexation Area in a manner consistent with GPA -25-2 and apply a Warehouse Overlay Zone (“WOZ”) to 138.7 acres in the Northern Annexation Area that are currently developed with two warehouse buildings, which would permit warehouse buildings containing up to 1,100,000 square feet (s.f.) of building area with approval of a CUP; and

4. Zone Text Amendment No. 25-4 (ZTA-25-4), an amendment of Section

18.30.020 (Industrial zone districts) in Chapter 18.30 (Industrial Zone Districts), Table 18.30.030 (Uses Permitted Within Industrial Districts), Table 18.30.040 (Industrial Development Standards) of Chapter 18.30 (Industrial Zone Districts) of Title 18 (Zoning, Land Use and Development Regulations) and adding a new section 12 to Section 18.90.040 (Major Development Plan Review) of Chapter 18.90 (Development Plan Review) of Zoning, Land Use, and Development Regulations, Title 18 of the Calimesa Municipal Code to conditionally permit warehouse

Resolution 2026-28
Environmental Assessment EA 25-08

buildings no larger than 1,100,000 square feet in size in the L-I zone for properties located in the newly created Warehouse Overlay Zone (WOZ); and

5. Conditional Use Permit No. 25-4 (CUP25-4), to allow the continued operation of an existing warehouse not greater than 1,100,000 square feet in size located in the westerly portion of Northern Annexation Area (“Building 1”) consistent with ZTA-25-4 and with no expansion or change in the current use; and

6. Conditional Use Permit No. 25-5 (CUP-25-5), to allow the continued operation of an existing warehouse not greater than 1,100,000 s.f. in size located in the easterly portion of Northern Annexation Area (“Building 2”) consistent with ZTA-25-4 and with no expansion or change in the current use; and
WHEREAS, the City is the Project lead agency for purposes of the California Environmental Quality Act, Public Resources Code Section 21000 et seq. ("CEQA") and the State CEQA Guidelines contained in Title 14 of the California Code of Regulations; and WHEREAS, the City prepared an Initial Study to evaluate the potential environmental impacts associated with the proposed Project, which Initial Study is available on the City’s website and incorporated herein by this reference; and
WHEREAS, based on the Initial Study, the City staff determined the Project would not have any significant effects on the environment and prepared a Negative Declaration pursuant to CEQA Guidelines Section 15070; and
WHEREAS, on April 17, 2026, the City of Calimesa Planning Department caused to be published a legal notice in the Yucaipa News Mirror, a local paper of general circulation, indicating the date, time, and location of the public hearing on the Negative Declaration and the Project in compliance with state law; and
WHEREAS, the proposed Negative Declaration was circulated for public review and comment for the period commencing on April 17, 2026, to May 18, 2026 in accordance with CEQA and the CEQA Guidelines; and
WHEREAS, not less than ten days prior to the public hearing, the City also distributed copies of the Public Hearing Notice to servicing utilities, adjacent public agencies, and Native American Tribes; and in addition, copies of the Notice were distributed via United States Postal Service to local agencies, property owners within a 600-foot radius of the Project site in accordance with state law, and other interested parties; and the Public Hearing Notice was also posted on the City's website, at City Hall, and at the Calimesa Library, two 6’x6 notice of public hearing signs were posted in conspicuous locations within the Project site; and WHEREAS, on June 22, 2026, the Planning Commission held a duly noticed public hearing regarding the Project and the Negative Declaration, at which hearing all persons interested in the matter were permitted to speak; after which the Planning Commission considered all of the testimony provided and evidence in the administrative record; and

Resolution 2026-28
Environmental Assessment EA 25-08

WHEREAS, based on the public testimony presented at the June 22, 2026 Planning Commission meeting, minor revisions were made to the Negative Declaration related to the Beaumont Cherry Valley Water District’s Sphere of Influence in the Southern Annexation Area.

Such revisions do not require recirculation under CEQA Guidelines Section 15073.5(c)(4); and WHEREAS, on July 20, 2026, the City Council held a duly noticed public hearing regarding the Project and the Negative Declaration, at which hearing all persons interested in the matter were permitted to speak; after which the City Council considered all of the testimony provided and evidence in the administrative record; and WHEREAS, all legal prerequisites to the adoption of this Resolution have occurred; NOW, THEREFORE, the City Council of the City of Calimesa does hereby find, determine and resolve as follows:

Section 1. The City Council finds that the facts set forth in the recitals to this Resolution are true and correct.

Section 2. The City Council further finds, based on its independent judgment and analysis of the entirety of the administrative record in this matter, the Initial Study and Negative Declaration were prepared in compliance with CEQA and the CEQA Guidelines, the Negative Declaration adequately evaluates the reasonably foreseeable environmental effects of the Project, and no substantial evidence has been presented demonstrating that the Project may result in significant environmental impacts.

Section 3. Based on the foregoing provisions of this Resolution, the City Council approves EA 25-08 and adopts the Negative Declaration for the Project.

Section 4. The documents, staff report, technical studies, appendices, plans, specifications, and other materials that constitute the record of proceedings upon which this resolution is based are on file for public examination during normal business hours at the City of Calimesa City Hall, Community Development Department, 908 Park Avenue, Calimesa, California, 92320.

Section 5. The City Clerk shall certify to the adoption of this Resolution and shall cause it to be published and recorded in the manner required by law.

Resolution 2026-28
Environmental Assessment EA 25-08

PASSED, APPROVED AND ADOPTED this ___ day of ________, 2026, upon the following vote:

AYES:

NOES:

ABSENT:

ABSTAIN:
____________________________________

JEFF CERVANTEZ, MAYOR
ATTEST:
____________________________________

DARLENE GERDES, CITY CLERK

Resolution 2026-28
Environmental Assessment EA 25-08

Attachment A
Final Negative Declaration

CITY OF CALIMESA ANNEXATION PROJECT

FINAL NEGATIVE DECLARATION
ENVIRONMENTAL ASSESSMENT NO. EA-25-8
PROJECT CASE NOS.:

ANNEXATION NO. ANNX-25-1
GENERAL PLAN AMENDMENT NO. GPA-25-2
PREZONE/ZONE CHANGE NO. ZC-25-2
ZONE CHANGE NO. ZTA-25-4
CONDITIONAL USE PERMIT NO. CUP-25-4
CONDITIONAL USE PERMIT NO. CUP-25-5
Lead Agency:

City of Calimesa
Planning Department
908 Park Avenue
Calimesa, CA 92320
Project Applicant:

I-10 Logistics Owner, LLC
18565 Jamboree Road, Suite 200
Irvine, CA 92612
CEQA Consultant:

T&B Planning, Inc.
3200 El Camino Real, Suite 100
Irvine, CA 92602

FINAL NEGATIVE DECLARATION
July 1, 2026

City of Calimesa Final Negative Declaration
Annexation Project Environmental Assessment No. EA-25-8 Page i
Table of Contents
Section Name and Number Page

1.0 Environmental Checklist ......................................................................................................... 1

2.0 Environmental Analysis ........................................................................................................ 15

2.1 Environmental Issues Assessment ................................................................................ 15

2.1.1 Aesthetics ............................................................................................................... 15

2.1.2 Agriculture and Forestry Resources .......................................................................... 16

2.1.3 Air Quality ................................................................................................................ 18

2.1.4 Biological Resources ................................................................................................ 20

2.1.5 Cultural Resources .................................................................................................. 22

2.1.6 Energy ..................................................................................................................... 23

2.1.7 Geology and Soils .................................................................................................... 24

2.1.8 Greenhouse Gas Emissions ...................................................................................... 27

2.1.9 Hazards and Hazardous Materials ............................................................................ 28

2.1.10 Hydrology and Water Quality .................................................................................... 29

2.1.11 Land Use and Planning ............................................................................................. 32

2.1.12 Mineral Resources ................................................................................................... 36

2.1.13 Noise ....................................................................................................................... 37

2.1.14 Population and Housing ........................................................................................... 38

2.1.15 Public Services ........................................................................................................ 40

2.1.16 Recreation ............................................................................................................... 43

2.1.17 Transportation ......................................................................................................... 45

2.1.18 Tribal Cultural Resources ......................................................................................... 47

2.1.19 Utilities and Service Systems.................................................................................... 50

2.1.20 Wildfire .................................................................................................................... 57

2.1.21 Mandatory Findings of Significance ........................................................................... 60

2.2 Public Controversy ....................................................................................................... 62

2.3 Earlier Analysis ............................................................................................................ 62

3.0 References ........................................................................................................................... 63

City of Calimesa Final Negative Declaration
Annexation Project Environmental Assessment No. EA-25-8 Page ii
List of Figures
Figure Name and Number Page
Figure 1 Existing City of Calimesa Boundaries ..................................................................................... 2 Figure 2 Existing General Plan Land Use Designations.......................................................................... 4 Figure 3 Proposed General Plan Land Use Designations ....................................................................... 5 Figure 4 Existing Zoning Classifications ............................................................................................... 7 Figure 5 Proposed Pre-Zoning Classifications ...................................................................................... 8 Figure 6 CUP-25-4 and CUP-25-5 Overall Site Plan .............................................................................. 10 Figure 7 City of Calimesa Existing Sphere of Influence ........................................................................ 53 Figure 8 City of Beaumont Existing Sphere of Influence ....................................................................... 54 Figure 9 Beaumont-Cherry Valley Water District Service Area and Sphere of Influence ......................... 55 List of Tables
Table Name and Number Page
Table 1 Northern Annexation Area Consistency with City of Calimesa Industrial Development Standards ................................................................................................. 34 Table 2 Southern Annexation Area – Existing Truck Equipment and Repair Facility Consistency with City of Calimesa Commercial Development Standards ......................... 35

City of Calimesa Final Negative Declaration
Annexation Project Environmental Assessment No. EA-25-8

1.0 Environmental Checklist

1. Project Title: City of Calimesa Annexation Project

2. Lead Agency Name and Address: City of Calimesa Planning Department, 908 Park Avenue, Calimesa, CA 92320.

3. Contact Person and Phone Number: Kelly Lucia, Community Development Director, (909) 795-9801.

4. Project Location: East of Interstate 10 (I-10) and Calimesa Boulevard, north of Brookside Avenue, north and south of Cherry Boulevard, and west of Fabian Lane. Assessors’ Parcel Numbers (APNs) 407-220- (024, 026, 028, and 029) and 407-230-(004, 006, 011, 016, 017, 018, 020 029, and 030). Section 40 of Township 2 South, Range 1 West, San Bernardino Baseline and Meridian.

5. Project Sponsor’s Name and Address: I-10 Logistics Owner, LLC (Attn: David Graves), 18565 Jamboree Road, Suite 200, Irvine, CA 92612.

6. General Plan Designation: The Riverside County General Plan currently designates the proposed Annexation Area for “Community Development: Light Industrial (CD-LI),” “Open Space – Recreation (OSR),” “Community Development – Public Facilities (CD-PF),” “Community Development – Commercial Retail (CD-CR),” and “Community Development – Very Low Density Residential (CD-VLDR).” The City of Calimesa General Plan Land Use Map currently does not assign any General Plan land use designations to the 313.4-acre Annexation Area.

7. Zoning: Riverside County Zoning Classifications: IP (Industrial Park), W-2 (Controlled Development Areas), C-P-S (Scenic Highway Commercial), and R-A-1 (Residential Agriculture, one-acre minimum lot size). The City of Calimesa has not applied any zoning classifications to the proposed Annexation Area.

8. Description of the Project: The Project consists of the proposed annexation of approximately 313.4 acres (herein, “Annexation Area”) from the County of Riverside into the City of Calimesa. Discretionary applications associated with the Pcherryroject include Annexation No. ANNX-25-1, General Plan Amendment No. GPA-25-2, Zone Change/Prezone No. ZC-25-2, Zone Text Amendment No. ZTA-25-4, and two proposed Conditional Use Permits (CUP-25-4 and CUP 25-5). The Project evaluated herein is a preliminary step in the annexation application process with the Riverside Local Agency Formation Commission (LAFCO). Collectively, the Project’s proposed annexation and associated discretionary applications herein are referred to as the “Project” or “proposed Project.” Figure 1, Existing City of Calimesa Boundaries, depicts the location of the Annexation Area in relation to the existing City of Calimesa boundaries. As shown, the property that would be subject to the annexation request consists of +/- 234.0 acres of land located north of and abutting Cherry Valley Boulevard and east of and abutting the existing City of Calimesa City limits (herein, “Northern Annexation Area”), and approximately 79.4 acres of land located south of and abutting Cherry Valley Boulevard and south and east of and abutting the existing City of Calimesa City limits (herein, “Southern Annexation Area”). If ultimately approved by LAFCO, the Project would result in the annexation of the 313.4-acre Annexation Area into the City of Calimesa boundaries.

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Annexation Project
Negative Declaration
Environmental Assessment No. EA-25-8
0 0.625 1.25 2.5
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Source(s): Esri, RCIT (2025) Figure 1

City of Calimesa Final Negative Declaration
Annexation Project Environmental Assessment No. EA-25-8

The +/- 234.0-acres Northern Annexation Area consists of approximately +/- 152.8 acres of developed area containing two large industrial buildings measuring 1,012,760 square feet (s.f.) and 811,000 s.f. in size, approximately 1,237 associated parking spaces, and approximately 3.6 acres of right-of-way (ROW) for Cherry Valley Boulevard and Roberts Street. There is an existing equestrian shade structure/stable and associated pasture that occurs along the north-central boundary of the Northern Annexation Area and that is associated with an oƯ-site residential use to the north. In addition, the Northern Annexation Area includes approximately +/- 80.3 acres of open space. The existing development within the Northern Annexation Area previously was entitled as part of Riverside County General Plan Amendment No. 534 (GPA 534), Change of Zone No. 7799 (CZ 7799), Tentative Parcel Map No. 36564 (TPM 36564), and Plot Plan No. 25337 (PPT 25337), and the existing warehouse buildings are fully operational under existing conditions.

Approximately 4.9 acres in the north-central portions of the Southern Annexation Area is developed as a truck equipment and repair business (Bonafide Truck Equipment and Repair). An existing wireless tower facility is located in the southwestern portion of the Southern Annexation Area. The remaining portions of the Southern Annexation Area consists of undeveloped lands. The Bonafide Truck Equipment and Repair previously was entitled through Riverside County as part of Change of Zone No. 06288 (CZ06288) and Conditional Use Permit No. 03322 (CUP0322), while the wireless tower facility most recently was entitled through Riverside County pursuant to Plot Plan 16147 (PPT16147).

No new development is proposed as part of the Project, as the Project would consist of an administrative adjustment to the boundary between the City of Calimesa and unincorporated Riverside County.

However, Table 18.30.030 of the City of Calimesa Municipal Code requires City approval of a Conditional Use Permit (CUP) for all warehouse and distribution uses. Accordingly, and although no new development is proposed, two Conditional Use Permit (CUP) applications (CUP-25-4 and CUP-25-5) are proposed as required by Table 18.30.030 to permit the two existing warehouse buildings on site. The Project also would require approval of proposed General Plan Amendment No. GPA 25-2, Prezoning/Zone Change No. ZC-25-2, and Zone Text Amendment No. ZTA-25-4. A detailed description of the Project’s discretionary applications that would require approval by the City of Calimesa City Council s provided below.
• Annexation No. ANNX-25-1. Proposed ANNX-25-1 is an application to annex the 313.4-acre Annexation Area from the jurisdictional limits of the County of Riverside into the City of Calimesa limits. Following approval of the annexation request by the City of Calimesa City Council, the annexation request would then be forwarded to the Riverside LAFCO for final approval.

General Plan Amendment No. 25-2 (GPA-25-2). The proposed GPA-25-2 would accommodate the proposed annexation of the 313.4-acre Annexation Area into the jurisdictional limits of the City of Calimesa, and would amend the City of Calimesa’s General Plan Land Use Map in a manner generally consistent with the existing adopted Riverside County land use designations for the Annexation Area.

As shown on Figure 2, Existing General Plan Land Use Designations, and Figure 3, Proposed General Plan Land Use Designations, the Annexation Area’s General Plan Land Use designations would be updated from the County of Riverside’s CD-LI, OSR, CD-PF, CD-CR, and CD-VLDR designations to the City of Calimesa’s land use designations of “LI – Light Industrial” on approximately 138.7 acres within the Northern Annexation Area, “OS-R – Open Space Residential (1 DU/10 AC)” on approximately 87.0 acres within the Northern Annexation Area, “CC – Community Commercial” land

CITY OF

BEAUMONT

CITY OF

BEAUMONT

CHERRY VALLEY BLVD

BROOKSIDE AVE

ROBERTS RD

BECKWITH AVE
CR
RL
RLM
RR
RL
LI
RLM

SUMMERWIND
RANCH

SPECIFIC PLAN
CN
CN
OS-R
LI LI
VLDR
CR
CR
PF
VLDR
VLDR
RM
%&'(10
Riverside County Land Use Designations
Open Space Residential (1 DU/10AC) (OSR)
Light Industrial (LI)
Regional Commercial (FAR 75:1) (CR)
Residential Low Medium (4-7 DU/AC) (RLM)
Residential Low (2-4 DU/AC) (RL)
Residential Rural (0-2 DU/AC) (RR)
City of Calimesa Land Use Designations
Summerwind Ranch Specific Plan
Unincorporated Riverside County
Boundary
Very Low Density Residential (VLDR)
Rural Mountainous (RM)
Public Facilities (PF)
Open Space Recreation (OS-R)
Light Industrial (LI)
Commercial Retail (CR)
Rural Community - Very Low
Density Residential (RC-VLDR)
Legend
Project Site
Business Park (BP)

58.5 AC

19.8 AC
138.7 AC

1.3 AC

85.7 AC
313.4 AC

9.4 AC Roadway ROW
City of Calimesa Existing Boundary
City of Calimesa
Annexation Project
Negative Declaration
Environmental Assessment No. EA-25-8
0 275 550 1,100
Feet Existing General Plan Land Use Designations
Source(s): Esri, Nearmap Imagery (November 2025), RCIT (2025) Figure 2

CITY OF

BEAUMONT

CITY OF

BEAUMONT

CHERRY VALLEY BLVD

BROOKSIDE AVE

ROBERTS RD

BECKWITH AVE
LI
OSR
OSR
RE
VLDR
RM
VLDR
CC
CC
CR
RL
RLM
RL RR
LI
RLM

SUMMERWIND
RANCH

SPECIFIC PLAN
CN
138.7 AC Warehouse Overlay Zone (WOZ) Riverside County Land Use Designations Summerwind Ranch Specific Plan
Unincorporated Riverside County
Boundary
Very Low Density Residential (VLDR)
Rural Mountainous (RM)
Public Facilities (PF)
Open Space Recreation (OS-R)
Light Industrial (LI)
Commercial Retail (CR)
Rural Community - Very Low
Density Residential (RC-VLDR)
Legend
Project Site

19.8 AC
313.4 AC

9.4 AC Roadway ROW
City of Calimesa Proposed Boundary
Open Space Residential (1 DU/10AC) (OSR)
Light Industrial (LI)
Community Commercial (FAR 50:1) (CC)
Residential Low Medium (4-7 DU/AC) (RLM)
Residential Low (2-4 DU/AC) (RL)
Residential Rural (0-2 DU/AC) (RR)
City of Calimesa Land Use Designations
Business Park (BP)
138.7 AC

87.0 AC

58.5 AC Residential Estate (RE)
City of Calimesa
Annexation Project
Negative Declaration
Environmental Assessment No. EA-25-8
0 275 550 1,100
Feet Proposed General Plan Land Use Designations
Source(s): Esri, Nearmap Imagery (November 2025), RCIT (2025) Figure 3

City of Calimesa Final Negative Declaration
Annexation Project Environmental Assessment No. EA-25-8

uses on approximately 19.8 acres within the Southern Annexation Area, and “RE (Residential Estate)” land uses on approximately 58.5 acres within the Southern Annexation Area. In addition, proposed GPA-25-2 would apply a “Warehouse Overlay Zone (WOZ)” over the 138.7 acres of the Northern Annexation Area that currently are developed with two warehouse buildings, which would permit warehouse buildings containing up to 1,100,000 s.f. of building area with approval of a CUP. The General Plan amendment also would include updating the following figures and relevant text in the Calimesa General Plan to reflect the new City boundary:
o Figure 1-1: Planning Area
o Figure LU-1: Land Use Map
o Figure TM-1: Circulation Map
o Figure OSPR-1: Existing Public Parks and Open Space Areas o Figure OSPR-2: Trails Master Plan
o Figure SAF-1: Fault Zones
o Figure SAF-2: Liquefaction Susceptibility
o Figure SAF-3: Areas Subject to Subsidence
o Figure SAF-4: General Geologic Conditions
o Figure SAF-5: Flood Zones
o Figure SAF-6: Fire Hazards Areas
o Figure SAF-7: Evacuation Routes
• Zone Change (Pre-Zoning) No. ZC-25-2. The proposed Pre-Zoning application No. ZC-25-2 would amend the City of Calimesa’s Zoning Map to apply pre-zoning designations to the 313.4-acre Annexation Area. As shown on Figure 4, Existing Zoning Classifications, and Figure 5, Proposed PreZoning Classifications, as part of ZC-25-2 the Annexation Area’s existing zoning classification would be changed from the County of Riverside’s IP, W-2, C-P-S, and R-A-1 zoning classifications to the City of Calimesa’s zoning classifications of “Light Industrial (L-I) Zone” on approximately 138.7 acres and “O-S-R (Open Space Residential)” on approximately 87.0 acres for the Northern Annexation Area, and “C-C (Community Commercial, FAR 50:1)” on approximately 19.8 acres and “R-E (Residential Estate)” on approximately 58.5 acres within the Southern Annexation Area. In addition, proposed ZC25-2 would apply a “Warehouse Overlay Zone (WOZ)” over the 138.7 acres of the Northern Annexation Area that currently are developed with two warehouse buildings, which would permit warehouse buildings containing up to 1,100,000 s.f. of building area with approval of a CUP. • Zone Text Amendment No. ZTA-25-4. The proposed Zone Text Amendment No. ZTA-25-4 is required to amend Table 18.30.030 (Uses Permitted Within Industrial Districts) of Chapter 18.30 (Industrial Zone Districts) of Title 18 (Zoning, Land Use and Development Regulations) of the City of Calimesa Municipal Code to identify warehouse buildings that up to 1,100,000 s.f. in size as a conditionallypermitted use within the L-I zone for properties located within an adopted “Warehouse Overlay Zone (WOZ).” Approval of ZTA-25-4 in conjunction with ZC-25-2 (described above) and Conditional Use Permit Nos. 25-4 and 25-5 (described below) would ensure that the existing warehouse buildings within the Northern Annexation Area fully comply with the zoning requirements of the L-I zone, including the L-I zoning restrictions related to building size.