Corona City Council
May 1, 2024

City of Corona
Staff Report
400 S. Vicentia Ave.

Corona, CA 92882
File #: 24-0297

PLANNING AND HOUSING COMMISSION STAFF REPORT
DATE: 04/08/2024
TO: Honorable Chair and Commissioners
FROM: Planning & Development Department
APPLICATION REQUEST:

CUP2023-0017 (CONTINUED): Conditional Use Permit application to establish a charter school within an existing 44,800 square foot commercial building located at 2115 Compton Avenue (APN:
278-060-035) in the Commercial (C) District of the El Cerrito Specific Plan. (Applicant: River Springs Charter Schools, 2774 Jefferson Avenue, Temecula, CA 92590) RECOMMENDED ACTION:

That the Planning and Housing Commission adopt Resolution No. 2627 GRANTING CUP2023- 0017, based on the findings contained in the staff report and conditions of approval, and find the project exempt from the California Environmental Quality Act (CEQA) pursuant to CEQA Section 15301.

PROJECT SITE SUMMARY
Area of Property: 2.7 acres
Existing Zoning: Commercial (C) within El Cerrito Specific Plan (SP 91-2) Existing General Plan: GC (General Commercial)
Existing Land Use: Professional Office Building
Proposed Land Use: Charter School
Surrounding Zoning/Land Uses:

N: Commercial within El Cerrito Specific Plan / Professional Offices E: Interstate 15
S: Commercial within El Cerrito Specific Plan / Retail
W: Commercial within Corona Vista Specific Plan / Retail

BACKGROUND
CUP2023-0017 is a conditional use permit (CUP) application by River Springs Charter Schools to establish a charter school within an existing 44,800 square foot, three-story office building located at 2115 Compton Avenue. The property is zoned Commercial per the El Cerrito Specific Plan.

Currently, the Commercial District does not permit schools for general education. For the applicant City of Corona Page 1 of 10 Printed on 4/4/2024
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Currently, the Commercial District does not permit schools for general education. For the applicant to establish a school at 2115 Compton Avenue, the applicant is requesting concurrent approval of a specific plan amendment which would amend the El Cerrito Specific Plan to permit an educational school in the Commercial District by a CUP. The details of the specific plan amendment, SPA2023- 0001, are provided under a separate staff report for the Planning and Housing Commission’s consideration. SPA023-0001 must be approved in order for CUP2023-0017 to be approved.

River Springs Charter School has been operating the Springs Charter School Corona Student Center at 510 W. Second Street since 2011. The campus on Second Street currently serves 313 students ranging from transitional kindergarten to eighth grade. River Springs Charter School has been searching for a new campus to expand its classrooms and grades for over ten years. The proposed campus at 2115 Compton Avenue will occupy a vacant, three-story office building and accommodate enrollment for grades 1 through 12, offer a hot breakfast and lunch program, and provide extracurricular activities such as music lessons and occupational therapy for students. The new campus will also provide service to 12 students in the transitional kindergarten and kindergarten special education program.

The applicant originally submitted the CUP application to the city on September 13, 2023. The application was reviewed by city staff at the Project and Environmental Review Committee meeting of October 5, 2023. The Committee deemed the application complete in late February 2024, and the CUP application was subsequently scheduled for the March 11, 2024, Planning and Housing Commission meeting.

The applicant conducted community outreach by visiting and sharing the school’s operations with businesses within the same commercial development, which are Sherwin-Williams paint store and Amerca’s Tire on April 17, 2023. Additionally, the applicant shared the school’s operations with the store managers at Sam’s Club and Home Depot which are major retailers located to the west of the project site. Exhibit 7 is a notice of outreach submitted by the applicant.

Planning and Housing Commission Meeting March 11, 2024
The project’s initial public hearing by the Planning and Housing Commission was on March 11, 2024.

The Commission continued the public hearing on the project because information on the outdoor play area was not fully disclosed, and actual student enrollment at the project site was unclear. The applicant has provided additional details on the school’s operation along with an updated site plan, floor plans, and circulation diagram. This information is further discussed under Project Description and provided in Exhibits 3, 4, 5, 8, and 9.

PROJECT DESCRIPTION
CUP2023-0017 is an application to establish and operate a charter school within an existing office building located at 2115 Compton Avenue. The 2.7-acre project site is located on the east side of Compton Avenue and north of Ontario Avenue. It borders Interstate 15 to the east. The site contains a three-story freestanding office building with parking spaces surrounding the building. The existing building is part of a commercial development that has reciprocal parking and driveway access on Compton Avenue with the adjacent Sherwin-Williams and America’s Tires retail buildings to the south, located at 2163 and 2187 Compton Avenue, respectively.

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Operation & Student Enrollment
The campus at Compton Avenue will provide enrollment for grades 1 through 12 and provide drop-in service to transitional kindergarten (TK) and kindergarten (K) students in a dedicated resource room.

The drop-in service is for students in special programs without assigned classroom time on campus.

The new campus on Compton Avenue will not replace the campus on Second Street, which will continue to provide education to TK and K students.

Since the campus on Second Street will remain in operation, the anticipated student enrollment at the campus on Compton Avenue went from the previous projection of 780 to 936 students to 621 students. Table 1 describes the anticipated enrollment by grade level at the campus on Compton Avenue.

Table 1 - Enrollment By Grade Level
Grade Level: Weekly Schedules: Expected Enrollment at
Compton Avenue:
1 - 3 Classroom
Program

3.5 days on campus 145
4 - 8 Classroom
Program

3.5 days on campus 319
9 - 12 Independent
Study
Campus Drop-In, 3 days (Tuesday -
Thursday, 8 AM - 4 PM)
29 1 - 3 Enriched Program 2 days on campus 58
4 - 8 Enriched Program 2 days on campus 58
TK/K Enriched
Program/Special Ed.

Campus Drop-In, 2 days 8:10 AM -
12 PM
12 Total Enrollment: 621
The operating hours are Monday to Friday from 6:00 a.m. to 6:00 p.m. Within this time frame the school has occasional teacher-parent conferences, morning staff arrivals, and staff departure at the end of the after-school program. Summer school is a four-day summer session operating from Tuesday through Friday, 8:30 a.m. to 12:30 p.m. Staff is expected to be on-site 30 minutes before and after during the summer session.

Classroom Operation
The school provides a hybrid schedule that consists of a classroom program 3.5 days a week and an enriched school program 2 days a week. Drop-in students do not have an assigned schedule. The enriched school program consists of the makers space robotics lab, art lab, and library. Students in grades 9 through 12 are not required to attend class in-person but have an opportunity to attend a Learning Zone study hall classroom on Tuesday through Thursday from 8:00 a.m. to 4:00 p.m. The school normally observes about 50% of this enrollment in an in-person classroom setting. Most students in this age group are working apprenticeships or internships, or attending community college classes.

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The school is expected to have 43 instructional staff (teachers and aids) and 15 administrative staff daily.

Table 2 provides the education hours for each grade level.

Table 2 - Education Hours For Each Grade Level
Grades 1-4 Grades 5-12 Grades TK & K Drop In
8:10 a.m. to 3:10 p.m. 8:40 a.m. to 3:40 p.m. 8:10 a.m. to 12:00 p.m.

The hours are staggered to control the volume of students arriving and departing on the campus.

Site Plan
River Springs Charter School will occupy the entire 44,800-square-foot, three-story building. The site plan shows the existing building footprint, a new 207 square-foot trash enclosure, a new security fence adjacent to the northwest corner of the building (keynote #33), a new rolling gate near the southeast corner of the building, which will be closed when students are present (keynote #34) and outdoor play areas near the northeast corner of the property (Exhibit 3).

Outdoor Play Area
The outdoor play area includes a play structure, hopscotch, open field, gaga ball court, pickle ball court, and covered tables totaling 11,800 square feet (Exhibit 4). Wrought iron fencing will be provided as safety barriers between the drive aisles and the play area.

The play area located within the existing landscaped area to the east of the building will require grading to provide a level surface. A retaining wall will be constructed in this area. If the retaining wall exceeds a height of four feet, the applicant is required to construct a four-foot-high guard rail on top. The guard rail is intended as a safety rail for landscape maintenance workers within the slope area.

Students have one recess in the a.m. and one recess in the p.m. during lunchtime. Lunchtime in the multipurpose room and play area is staggered among the grade levels to control the number of students within these areas at a given time. One staff member for every 30 students is assigned to the play area with a minimum of two staff members always present. The operation of the play area is described in Exhibit 8.

Floor Plans
The interior of the three-story building will be modified from its office setting to provide 22 classrooms, laboratories, and common areas. The proposed floor plans include a library, maker space robotic lab and art lab. Exhibit 9 depicts the proposed floor plans and Table 3 describes the use on each floor.

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Table 3 - Use of Floor Area
Classrooms: Common Areas: Staff Areas:

First Floor: 5 elementary
classrooms, and 1
TK/K classroom for
12 students
Lobby, conference room, multipurpose room, kitchen,
restrooms.

Teacher lounge,
offices, nurse
station, storage
rooms.

Second
Floor:
8 elementary
classrooms
Collaborative space, library,
maker space robotic laboratory,
restrooms.

Offices, storage
rooms.

Third Floor: 7 middle school
classrooms, 1 high
school classroom, 1
special education
resource room
Collaborative spaces,
conference room, art
laboratory, restrooms.

Offices, break
room, storage
rooms.

The seating capacity for each classroom is 29 students. The TK/K classroom on the first floor is designed for 12 students since this is a drop-in service. The classrooms for the lower grades and student gathering areas are located on the first and second floors. The third floor provides classrooms for middle school and high school students.

Each floor will provide a common gathering space for students; however, the first floor will provide a multipurpose room for assemblies and a kitchen with refrigerators and warming ovens for students to have breakfast and lunch breaks. Designated collaborative spaces are also provided on the second and third floors for teacher-led group discussions.

Interior access throughout the building is provided by two elevators and a stairwell located at the center of the building. Additional stairwells are located at the north and south sides of the building.

Parking
The school, Sherwin-Williams, and America’s Tires share the onsite parking. The parking data on the applicant’s site plan (Exhibit 3) erroneously shows that all three uses require a combined total of 125 parking spaces. All three uses actually require a combined total of 122 parking spaces based on the parking requirements in Section 17.76.030 of the Corona Municipal Code. The commercial development provides 220 parking spaces. Table 4 summarizes the parking requirement and the number of parking provided.

Table 4 - Parking Summary
Use Required
Parking per
CMC 17.76.030
Building Square
Footage or No.
of Employees
and Students
Required
Spaces
Provided
Spaces
Office 1 per 250 SF 2,260 SF 9 spaces ---
Elementary or
Junior High
School
1 space per
employee
21 classrooms
with 2 employees
per classroom
42 spaces ---
High School 1 space per
employee, plus 1
space per 1
1 classroom with
2 employees per
classroom
2 employee
spaces, plus 5
student spaces
---
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Use Required
Parking per
CMC 17.76.030
Building Square
Footage or No.
of Employees
and Students
Required
Spaces
Provided
Spaces
Office 1 per 250 SF 2,260 SF 9 spaces ---
Elementary or
Junior High
School
1 space per
employee
21 classrooms
with 2 employees
per classroom
42 spaces ---
High School 1 space per
employee, plus 1
space per 1
space per 6
students
1 classroom with
2 employees per
classroom
(Maximum of 29
students per
class)
2 employee
spaces, plus 5
student spaces
---
SherwinWilliams paint
store
1 per 200 SF 3,600 SF 18 spaces ---
America’s Tires 5 spaces
minimum, plus 1
space per 200 SF
8,109 SF 46 spaces ---
Total: 122 spaces 220 spaces
Access And Circulation
Vehicle access to the project site is provided from three existing driveways located along the east side of Compton Avenue. The driveways are shared with the other businesses, Sherwin Williams Paint and America’s Tires, within the center by a reciprocal access agreement. It should be noted that the school will utilize the two most northern driveways since these two driveways are located closest to the proposed school building.

Student drop-off will occur between 8:00 a.m. to 9:00 a.m. This schedule aligns with the classroom schedule provided in Table 2, which shows Grades 1- 4 arriving first before 8:10 a.m. and Grades 5 - 12 arriving later before 8:40 a.m. The same scenario will occur in the afternoon with the lower grades leaving first at 3:10 p.m. and the upper grades leaving at 3:40 p.m. The after-school program will have some students leaving between 4:00 p.m. to 6:00 p.m.

As shown on the applicant’s On Site Drop-Off & Pick-Up Queue diagram in Exhibit 5, the applicant’s traffic engineer, LOS Engineer Inc., anticipates that approximately 78 percent of vehicles will enter the driveway north of the school building, and 22 percent will enter the driveway south of the school building. This south driveway will be utilized by school employees arriving before students drop-off time, parents who will park and walk in their younger children to the front entrance and high school students driving themselves.

Parents entering from the north driveway will be required to loop around the south parking lot before dropping the student(s) in front of the building’s main entrance which is located on the west side of the building, facing Compton Avenue. School employees, parents with younger children and high school student drivers entering from the south driveway will be required to park at the designated spaces along the east property line.

The project’s on-site circulation was designed by the project’s traffic engineer. The onsite circulation provides approximately 830 feet of onsite queueing to prevent vehicle spillover onto Compton City of Corona Page 6 of 10 Printed on 4/4/2024
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provides approximately 830 feet of onsite queueing to prevent vehicle spillover onto Compton Avenue. Within 830 feet of queuing represented by the green line on the On Site Drop-Off & Pick-Up Queue diagram, it shows the green queueing lane is capable of accommodating approximately 38 vehicles. The diagram also shows two additional queuing lanes, in orange and yellow, which provides queuing for an additional 10 vehicles. LOS Engineering, Inc. provided an additional queuing diagram to demonstrate the school’s ability to accommodate additional queuing for 20 vehicles. These additional queuing lanes are identified as Link 4, shown in blue on the On-Site Pick-Up Queue Option 2 diagram (Exhibit 5).

The school administrators will place temporary cones in the parking lot near the south driveway to control the flow of traffic within the parking lot and will monitor and direct the flow of traffic during drop-off and pick-up times. Additionally, school administrators will provide instructional handouts to parents on parking management, and drop-off and pick-up procedures. Parents will be instructed to avoid driving through the surrounding commercial properties to get to the school. Exhibit 10 shows the diagrams on advised travel routes and prohibited travel routes which are intended to prevent or minimize cut-through traffic from occurring within the Home Depot and Sams Club parking lots located to the west of the project site, on the other side of Compton Avenue. Parents are required to sign an acknowledgement letter stating that they have received and read the school’s drop-off and pick-up procedural rules. A copy of the letter is provided as part of Exhibit 10.

ENVIRONMENTAL ANALYSIS
LOS Engineering, Inc. prepared a Traffic Impact and Vehicles Miles Traveled Analysis, dated September 18, 2023, which was based on the original projected enrollment for 900 students. Using a revised enrollment for 621 students, there is a 31% reduction in students and project trip generation.

With the projected enrollment of 621 students, the school is expected to generate approximately 1,540 daily trips, with approximately 491 trips in the AM peak hour, 329 trips in the afternoon peak hour, and 106 trips in the PM peak hour. The prior office use on the property generated approximately 486 daily trips, with 68 trips in the AM peak hour and 65 trips in the PM peak hour.

Compared to the prior use, the project is expected to generate 1,054 additional daily trips, with 422 more daily trips in the AM peak hour and 41 more daily trips in the PM peak hour. The surrounding streets are capable of handling the net amount of traffic to be generated by the project.

LOS Engineering also analyzed the segment of California Avenue between Old Temescal Street and Ontario Avenue for level of service impacts. The project is forecast to increase traffic at this roadway segment by 0.6 percent, which is insignificant. Additionally, nine street intersections were analyzed in the vicinity of the project. No signalization or other roadway improvements are warranted at any of the nine street intersections analyzed. Finally, as previously discussed, the project will provide approximately 830 feet of onsite queueing to prevent vehicle spillover onto Compton Avenue. The project site also provides additional queueing lanes on-site should the need arise. Therefore, the project is not expected to have traffic-related impacts to the surrounding area.

Per Section 15301 of the State Guidelines for Implementing the California Environmental Quality Act (CEQA) and Section 3.28 of the City’s Local CEQA Guidelines, a Notice of Exemption has been prepared for the project because the project qualifies as a Class 1 (Existing Facilities) categorical exemption. The project consists of establishing an educational school within an existing commercial City of Corona Page 7 of 10 Printed on 4/4/2024
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exemption. The project consists of establishing an educational school within an existing commercial building, and no expansion to the existing building is proposed with this project. Approval of this project will only establish the right to operate an educational school within the existing building. The Notice of Exemption is attached as Exhibit 11.

FISCAL IMPACT
The applicant has paid the applicable application processing fees for the project.

PUBLIC NOTICE AND COMMENTS
A 10-day public notice was mailed to all property owners within a 500-foot radius of the project site, as well as advertised in the Sentinel Weekly News and posted at the project site for the original public hearing on March 11, 2024. As of the preparation of this report, the Planning Division staff has not received any comments from the public in response to the public notice.

STAFF ANALYSIS
The proposed school will occupy an existing commercial site that is already developed with a commercial building, onsite parking, access, and landscaping. All the necessary public infrastructure has been constructed and available at the project site. The proposed school will implement interior remodel work to achieve the needed floor plan layouts for the classrooms and common areas for activities. No exterior changes to the building are proposed. The project will construct a new 207- square-foot trash enclosure adjacent to the southeast corner of the building. Outdoor play area will be provided near the northeast property corner. Although the outdoor play area will remove 38 parking spaces, the site requires a total of 122 parking spaces for the proposed school and adjoining businesses. The site provides 220 parking spaces with sufficient access from Compton Avenue.

School personnel also will be stationed in the parking lot to direct traffic during drop-off and pick-up to minimize circulation impacts during this time.

As stated in the El Cerrito Specific Plan, the Commercial District is intended for retail and office commercial uses. The Specific Plan further provides that permitted uses shall be conducted within completely enclosed buildings in such a manner that no nuisance is created from outside the building. The applicant’s proposed school use aligns with the intent of the Commercial District as the school will operate entirely inside the building and it shares a similar weekday schedule as a typical office use. The school will utilize the outdoor play area for a period of 30 minutes for recess, lunch breaks and after-school programs which range from one to two hours. However, all outdoor activities will be supervised by school staff to ensure students’ safety.

Therefore, the Planning Division recommends approval of CUP2023-0017, based on the findings listed below and staff’s recommended conditions of approval attached as Exhibit 6.

FINDINGS OF APPROVAL FOR CUP2023-0017

1. A Notice of Exemption has been prepared pursuant to Section 15301 of the State Guidelines for CEQA because the project qualifies as a Class 1 (Existing Facilities) categorical exemption under CEQA. The project consists of the establishment and operation of an educational school serving kindergarten through 12th grade students within an existing 44,800 square-foot commercial building, and no building expansion is proposed with the project. All activities will be conducted inside the building with limited outdoor play area. Therefore, there is no City of Corona Page 8 of 10 Printed on 4/4/2024
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be conducted inside the building with limited outdoor play area. Therefore, there is no possibility that the proposal will have any significant effects on the environment.

2. All the conditions necessary for granting a Conditional Use Permit as set forth in Section

17.92.110 of the Corona Municipal Code do exist in reference to CUP2023-0017 for the following reasons:
a. The proposed use will not be detrimental to the public health, safety, convenience and general welfare, and is in harmony with the goals and policies of the City’s General Plan because the project will establish a school within an existing building on an already developed property that was designed to meet the applicable development standards of the El Cerrito Specific Plan. The applicant will be required to demonstrate compliance with all current building and fire codes that are applicable to the proposed education school use through the city’s plan check process. Furthermore, the proposed use is compatible with the surrounding commercial uses, and the property has adequate parking and access to meet the anticipated parking demand of the proposed use. b. Reasonable conditions as necessary are being imposed to protect the public health, safety, and welfare and to establish full compliance with the applicable development standards of the Commercial District of the El Cerrito Specific Plan and Corona Municipal Code.

3. The proposal is consistent with the General Plan for the following reasons:
a. The proposed project contributes to the achievement of Land Use Policy LU-4.4 to promote the adaptive re-use and infill of economically underutilized, obsolete, and dilapidated commercial and industrial sites within existing urbanized areas, in consideration of the uses, scale, and character of adjoining uses. The proposed education school will occupy an existing three-story commercial office building. b. CUP2023-0017 fulfills Land Use Policy LU-15.2 to allow for the development of new schools, parks, government, fire and police facilities, utilities, and infrastructure uses in any location of the City, regardless of the land use plan’s designation, provided the use is environmentally suitable and compatible with adjoining land uses, and adequate infrastructure can be provided. The proposed education school site has existing infrastructure, vehicle access, and complies with parking requirement for the use, its operation is contained inside the existing building and will not result in noise impact to adjacent uses.

4. The proposal is consistent with the El Cerrito Specific Plan (SP 91-2) for the following reasons:
a. The project is consistent with the Commercial District of the El Cerrito Specific Plan with respect to building setbacks, parking, landscaping and access. Additionally, the proposed use is in harmony with the other existing commercial uses and the school will operate entirely inside the existing building which is consistent with the Commercial District requirements under Section 12.8.2 of the El Cerrito Specific Plan.

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PREPARED BY: EVA CHOI, SENIOR PLANNER
REVIEWED BY: SANDRA VANIAN, PLANNING MANAGER
SUBMITTED BY: JOANNE COLETTA, PLANNING & DEVELOPMENT DIRECTOR EXHIBITS:

1. Resolution No. 2627.

2. Locational and Zoning Map.

3. Proposed Site Plan.

4. Site Plan with Outdoor Play Area.

5. Queuing Lane Diagrams.

6. Conditions of Approval.

7. Community Outreach Notice.

8. Operation Letters from School Superintendent and Senior Director of Facilities.

9. Floor Plans.

10.Traffic Management Information.

11.Environmental Documentation.

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RESOLUTION NO. 2627
APPLICATION NUMBER: CUP2023-0017

A RESOLUTION OF THE PLANNING AND HOUSING

COMMISSION OF THE CITY OF CORONA,

CALIFORNIA, GRANTING A CONDITIONAL USE

PERMIT TO ESTABLISH A CHARTER SCHOOL WITHIN
AN EXISTING 44,800-SQUARE-FOOT COMMERCIAL
BUILDING LOCATED AT 2115 COMPTON AVENUE
(APN: 278-060-035) IN THE COMMERCIAL (C) DISTRICT
OF THE EL CERRITO SPECIFIC PLAN. (APPLICANT:

RIVER SPRINGS CHARTER SCHOOLS)
WHEREAS, the application to the City of Corona, California, for a Conditional Use Permit under the provisions of Chapter 17.92 in the Corona Municipal Code, has been duly submitted to said City's Planning and Housing Commission for the Conditional Use Permit to establish a charter school within an existing 44,800-square-foot commercial building located at 2115 Compton Avenue (APN: 278-060-035) in the Commercial (C) district of the El Cerrito Specific Plan; and
WHEREAS, the Conditional Use Permit was submitted in conjunction with Specific Plan Amendment 2023-0001 (SPA2023-0001); and
WHEREAS, the Planning and Housing Commission held a noticed public hearing for CUP2023-0017 and SPA2023-0001 on March 11, 2024, as required by law; and WHEREAS, the Planning and Housing Commission continued the public hearing for CUP2023-0017 and SPA2023-0001 to April 8, 2024; and

WHEREAS, the Planning and Housing Commission finds that this project is exempt from the California Environmental Quality Act (CEQA) pursuant to Section 15301 of the State CEQA Guidelines and Section 3.28 of the City of Corona Local Guidelines for Implementing CEQA, because the project qualifies as a Class 1 (Existing Facilities) categorical exemption under CEQA, and there is no possibility that the proposal may have any significant effects on the environment; and
RESOLUTION NO. 2627
APPLICATION NO. CUP2023-0017
PAGE | 2
WHEREAS, after close of said hearing, the Commission by formal action, found that all the conditions necessary to granting a Conditional Use Permit as set forth in Corona Municipal Code Section 17.92.110 do exist in reference to CUP2023-0017 based on the evidence presented to the Commission during said hearing; and
WHEREAS, the Planning and Housing Commission based its recommendation to approve the CUP2023-0017 on certain conditions of approval and the findings set forth below.

NOW, THEREFORE, THE PLANNING AND HOUSING COMMISSION
OF THE CITY OF CORONA, CALIFORNIA, DOES ORDAIN AS FOLLOWS:

SECTION 1. CEQA Findings. As the decision-making body for this CUP2023- 0017, the Planning and Housing Commission has determined that this project does not require further environmental assessment because the project qualifies as an exemption under CEQA per Section 15301 of the State CEQA Guidelines and Section 3.28 of the City of Corona adopted Local Guidelines for implementing CEQA. A Notice of Exemption has been prepared because the project qualifies as a Class 1 (Existing Facilities) categorical exemption under CEQA. There is no evidence presented to the City that the proposal will have any significant effects on the environment; and
SECTION 2. Conditional Use Permit Findings. Pursuant to Corona Municipal Code (“CMC”) section 17.92.110 and based on the entire record before the Planning and Housing Commission, including all written and oral evidence presented to the Commission, the Commission hereby makes and adopts the following findings:

1. A Notice of Exemption has been prepared pursuant to Section 15301 of the State Guidelines for CEQA because the project qualifies as a Class 1 (Existing Facilities) categorical exemption under CEQA. The project consists of the establishment and operation of an educational school serving kindergarten through 12th grade students within an existing 44,800 square-foot commercial building, and no building expansion is proposed with the project. All activities will be conducted inside the building with limited outdoor play area. Therefore, there is no possibility that the proposal will have any significant effects on the environment.

2. All the conditions necessary for granting a Conditional Use Permit as set forth in Section

17.92.110 of the Corona Municipal Code do exist in reference to CUP2023-0017 for the following reasons:
a. The proposed use will not be detrimental to the public health, safety, convenience and general welfare, and is in harmony with the goals and policies of the City’s General Plan because the project will establish a school within an existing building on an already developed property that was designed to meet the applicable development standards of the El Cerrito Specific Plan. The applicant will be required to demonstrate compliance with all current building and fire codes that are applicable to the proposed education school use through the city’s RESOLUTION NO. 2627
APPLICATION NO. CUP2023-0017
PAGE | 3
plan check process. Furthermore, the proposed use is compatible with the surrounding commercial uses, and the property has adequate parking and access to meet the anticipated parking demand of the proposed use. b. Reasonable conditions as necessary are being imposed to protect the public health, safety, and welfare and to establish full compliance with the applicable development standards of the Commercial District of the El Cerrito Specific Plan and Corona Municipal Code.

3. The proposal is consistent with the General Plan for the following reasons:

a. The proposed project contributes to the achievement of Land Use Policy LU-4.4 to promote the adaptive re-use and infill of economically underutilized, obsolete, and dilapidated commercial and industrial sites within existing urbanized areas, in consideration of the uses, scale, and character of adjoining uses. The proposed education school will occupy an existing three-story commercial office building. b. CUP2023-0017 fulfills Land Use Policy LU-15.2 to allow for the development of new schools, parks, government, fire and police facilities, utilities, and infrastructure uses in any location of the City, regardless of the land use plan’s designation, provided the use is environmentally suitable and compatible with adjoining land uses, and adequate infrastructure can be provided. The proposed education school site has existing infrastructure, vehicle access, and complies with parking requirement for the use, its operation is contained inside the existing building and will not result in noise impact to adjacent uses.

4. The proposal is consistent with the El Cerrito Specific Plan (SP 91-2) for the following reasons:

a. The project is consistent with the Commercial District of the El Cerrito Specific Plan with respect to building setbacks, parking, landscaping and access.

Additionally, the proposed use is in harmony with the other existing commercial uses and the school will operate entirely inside the existing building which is consistent with the Commercial District requirements under Section 12.8.2 of the El Cerrito Specific Plan.

BE IT FURTHER RESOLVED that a copy of this Resolution be delivered to the City Clerk of said City and a copy thereof be sent to the applicant therefore at the address of said applicant as set forth in the application for said conditional use permit.

LOCATIONAL MAP

CUP2023-0017
2115 Compton Avenue
Light
Industrial
(M-4)
Commercial (SP 90-5)
Corona Vista Specific Plan
Commercial (SP 90-5)
Corona Vista Specific Plan
Low Density Residential
Commercial
(SP 9-2)
El Cerrito
Specific Plan
Crestview Street
10'
N13° 50' 15" E
955.69' [955.73'] (955.75'R1)
567.42'
PL
PL
PL
PL
LP

PL PL PL
LP

CL CL CL

EXISTING COMMERCIAL

DEVELOPMENT
ZONING: C - COMMERCIAL
A.P.N. 278-060-052
(NOT-A-PART)
1375 E ONTARIO AVE
CORONA, CA 92881

EXISTING COMMERCIAL

DEVELOPMENT
ZONING: C - COMMERCIAL
A.P.N. 107-330-016 (NOT-A-PART)
2163 COMPTON AVE.

CORONA, CA 92882
EX. COMMERCIAL DEVELOPMENT
ZONING: C - COMMERCIAL
A.P.N. 287-060-034
3600 SQ. FT.
(NOT-A-PART) 299.85' [299.86'] (299.79'R1) 267.06' [267.07'] (267.03'R1) N14°12'53"E 56.64
(56.64'R1) N89°04'43"W 329.855' [329.86'] (329.79'R1)
9 5
1 6 3
7 6
10 10 10 8
6 6
6 6
6 6
6 10
10 N01° 09'32"E

43.38'
N13° 50'15"E 87.37'
N01° 09'32"E 501.16'
N01° 09'32"E 659.13' N88°50'28"W 108.52'
N76° 09'45"W

87.37' N88°50'28"W 40.50'
INTERSTATE 15 NO PARKING NO PARKING NO PARKING NO PARKING

LOADING

ZONE LOADING

ZONE MOTORCYCLE

EXISTING SITE PLAN

COMPTON AVENUE
SCALE: 1" = 40'
0 5
10 40
80 SCALE: 1" = 40'-0"

ADA ADA ADA ADA ADA ADA ADA
8 30.00 34.0064.00 50' B.S.L.
50' B.S.L.
50' B.S.L. 50' B.S.L.
1 2 9' 9' 9' 6'3
4 4
4 5
7 6 9'
8 TYP. 18.00
TYP. 9' 28.00
TYP. 9' 18.00
TYP. 9' 40.00
9 10
12 12

28.00 13 13

28.00 14
14 14
14 14
15 15
15 16
17 17
17 17
18 19
20 21
21 21
22 23
23 23
24 24
25 25
7 10'

12.00 PL 25.00
18 20

28.00 2187 COMPTON AVE.

CORONA, CA 92882

EXISTING COMMERCIAL

DEVELOPMENT
ZONING: C - COMMERCIAL
A.P.N. 287-060-033
8,109 SQ. FT.
(NOT-A-PART) N88°50'28"W 111.14'
N13° 50'15"E 85.21'

ONTARIO AVENUE
3 4
5 3
2 28.00

28.00 28.00 28.00

28.02 19
13 6
10 3
2 15
16 7
7 N01° 09'32"E 215.82
N13° 50' 15" E 367.45' 25.00

18.00 18
2115 COMPTON AVE.

CORONA, CA 92881

EXISTING BUILDING
1ST LEVEL FLOOR AREA: 14,933 SQ. FT.
2ND LEVEL FLOOR AREA: 14,933 SQ. FT.
3RD LEVEL FLOOR AREA: 14,933 SQ. FT.

TOTAL BUILDING FLOOR AREA: 44,799 SQ. FT.

ZONING: C, COMMERCIAL
GENERAL PLAN: GC
EXISTING LAND USE: C
PROPOSED LAND USE: S- SCHOOL
CONSTRUCTION TYPE: III-A
SPRINKLERED: YES (SEC. 903)
OCCUPANCIES: E / B / S-1
BUILDING HEIGHT: ±45'-0"
A.P.N. 278-060-035
N45°53'28"W 89.71'
11 11 10 11 10

26.00 26.00
22 22
26 27
26 27
26 27
16 16
15 25 25.00
15 15

18.00 9'
25 24

28.00 26.00 27.00
28 STACKING PATH ±830'
28 30 29
S S

S S S S S S S S S

PICK UP / DROP OFF
31 33
34 34
S S S

F F S S S S S S S S S S S S S

F F F F F F F F F

F F F F F
F
F F

F F F F F F F F F F F F F
F
32 S S S
S S 8

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

S S S S S S S
S S
S S S S 35
36 S

S S S S S S S S S
S
S

MOTORCYCLE
S S
37 38 5.81

LOADING
ZONE
39 12.09

28.00 11.41
F F F
F
F

PLAY AREA
11,798 SQ. FT.

28.00 F F F F F F F
40 41
42 43
43 44
42 44

ALLOWABLE NUMBER OF STORIES
ABOVE GRADE PLANE CBC TABLE 504.4
S = BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM.

OCCUPANCY

CLASSIFICATION

TYPE OF

CONSTRUCTION

STORIES ABOVE

GRADE PLANE

ALLOWABLE STORIES

ABOVE GRADE PLANE
E S TYPE II-B 3 4

ALLOWABLE BUILDING HEIGHT
IN FEET ABOVE GRADE PLANE CBC TABLE 504.3
S = BUILDINGS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM.

OCCUPANCY

CLASSIFICATION

TYPE OF

CONSTRUCTION

FINISHED BUILDING

HEIGHT ABOVE GRADE

ALLOWABLE
HEIGHT
B, F, S, U S TYPE II-B 45'-0" 75
FIRE HAZARD SEVERITY ZONE: NO
STORIES:

CONSTRUCTION TYPE:

EXISTING 3 STORY (±45'-0")
III-A
EXISTING A.C. PAVING AREAS

EXISTING ON-SITE LANDSCAPING AREAS

EXISTING CONCRETE CURBS & WALKWAYS

GROSS BUILDING AREA (FOOTPRINT)
SQ. FT. % COVERAGE
14,933 SQ. FT. 12.7%
68,715 SQ. FT. 58.4%
10,975 SQ. FT. 9.3%
22,989 SQ. FT. 19.6%
117,612
SQ. FT. 100.0%

SITE DATA
4 Y RANCH LLC
33620 ORLINDA DR TEMECULA, CA 92592

JOHN JOHNSON, PE, PLS, QSD
41197 GOLDEN GATE CIR. STE. 103
MURRIETA, CA 92562
(888)827-7140
2115 COMPTON AVE
CORONA, CA 92881
APN: 278-060-035

SPRINGS CHARTER SCHOOL
APPLICANT: PROPERTY OWNER:

PROJECT ADDRESS DESIGNER:

ZONE/ GENERAL PLAN: C - COMMERCIAL / GC
OCCUPANCY'S: E / B / S-1

PARKING DATA
REQUIRED PARKING PER CHAPTER 17.76.030
OFFICE (GENERAL) 1 PER 250 SQ. FT. 10 SPACES
REQUIRED 2,260 SQ. FT.

TOTAL EXISTING PROVIDED
TOTAL REQUIRED = 61
220 SPACES PROVIDED
EXISTING 12' x 18' VAN ACCESSIBLE PARKING STALLS = 3 SPACES EXISTING 9' x 18' STANDARD ACCESSIBLE PARKING STALLS = 8 SPACES EXISTING MOTORCYCLE PARKING STALLS = 1 SPACES
FIRE SPRINKLERS: YES EXISTING TO BE MODIFIED (NFPA-13) (903.2.4)

2.70 ACRES NET IN PAR 3 PM 219/013 PM 32881
GROSS LAND AREA 117,612 SQ. FT.

LEGAL DESCRIPTION:
15 VICINITY MAP
SPECIFIC PLAN: SP-91-2 (EL CERRITO)
EXISTING 9' x 18' STANDARD PARKING STALLS = 209SPACES
A, E S TYPE II-B 45'-0" 75
B
S-1

S TYPE II-B

S TYPE II-B
3 3
3 3

E ONTARIO AVE

CALIFORNIA AVE

RIMPAU AVE

FULLERTON AVE COMPTON AVE

PROJECT

LOCATION

E ONTARIO AVE
E CHASE DR.

EXISTING 12'x20' VAN ACCESSIBLE PARKING SPACE. SLOPE NOT TO EXCEED 5% MAX. IN THE DIRECTION OF TRAVEL AND 2% MAX. CROSS SLOPE PER SECTION 11B. OF C.B.C.

EXISTING ACCESSIBLE STALL EMBLEM. PAINTED AS SHOWN.

EXISTING WARNING SIGNAGE REGARDING UNAUTHORIZED USE OF DISABLED PARKING SPACES.

EXISTING CONCRETE DRIVEWAY APPROACH PER CITY OF CORONA STANDARDS

EXISTING LANDSCAPED AREA

EXISTING OFF SITE FIRE HYDRANT
EXISTING TRASH ENCLOSURE TO REMAIN. (216 SQ. FT.)
EXISTING CONCRETE CURB PER CITY/COUNTY STANDARDS.

EXISTING CONCRETE GUTTER PER CITY/COUNTY STANDARDS.

EXISTING 9' x 20' STANDARD PARKING STALL PER CITY OF CORONA STANDARDS

EXISTING MOTORCYCLE PARKING STALL PER CITY OF CORONA STANDARDS EXISTING CONCRETE WALKWAY 4' WD. MIN.

EXISTING LOCATION OF BUILDING KNOX BOX KEY FOR FIRE DEPT. ACCESS EXISTING TRUNCATED DOME, 36" IN DEPTH PER CBC 11B-705

KEYED NOTES
EXISTING 4' WD. MIN CURB RAMP 1:12 MAX SLOPE TO COMPLY W. SECTION 11B-406

EXISTING CMU MASONRY WALL W/ WROUGHT IRON FENCING

EXISTING PARKING LOT LIGHT STANDARD
EXISTING 5'X20' WIDE ACCESSIBILITY ACCESS BAY AREA W/ 4" WD. BLUE STRIPES PER SECTION 11B. OF CBC.

EXISTING AC PAVING

EXISTING ON SITE FIRE HYDRANT
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
17 18
19 20
21 22 EXISTING ELECTRICAL TRANSFORMER W/ PROTECTIVE BOLLARDS 23 EXISTING CONCRETE DRAINAGE SWALE
24 EXISTING DRAINAGE INLET
25 EXISTING OFF SITE POWER POLE

HIGH SCHOOL
1 SPACE PER EMPLOYEE
1 PER 6 STUDENTS 29 X 1 / 6 =5
SPACES
2 EMPLOYEE
SPACES

ELEMENTARY OR JUNIOR HIGH
SCHOOL
1 SPACE PER EMPLOYEE (NOT
INCLUDING PARKING SPACE REQ.

FOR INCIDENTAL USES)
22 CLASSROOMS
W/ 2 EMPLOYEE

PER CLASSROOM
44 SPACES

REQUIRED
1 CLASSROOMS W/
2 EMPLOYEE PER

CLASSROOM & MAX
29 STUDENTS PER
CLASS
2115 COMPTON AVE./ A.P.N. 278-060-035

RETAIL CENTER
(COMMERCIAL AND/OR OFFICE)

ON FIVE ACRES OR LESS
1 PER 200 SQ. FT. 18 SPACES
REQUIRED 3,600 SQ. FT.

SHERWIN-WILLIAMS/ 2163 COMPTON AVE./ 3,600 SQ. FT./ A.P.N. 278-060-034 TOTAL REQUIRED = 18
5 SPACE MINIMUM,
PLUS 1 PER 200 SQ. FT.
46 SPACES
REQUIRED 8,109 SQ. FT.

AMERICAS TIRE / 2187 COMPTON AVE. / 8,109 SQ. FT./ A.P.N. 278-060-033 TOTAL REQUIRED = 46

AUTOMOTIVE REPAIR
(SINGLE TENANT)
26 EXISTING DOUBLE DETECTOR CHECK VALVE LOCATION.
27 EXISTING P.I.V. & F.D.C. PER CITY AND COUNTY FIRE DEPARTMENT STANDARDS.

OVERALL REQUIRED SPACES = 125

IN EACH STORY, THE BUILDING AREA SHALL BE SUCH THAT THE SUM OF THE RATIO

OF THE ACTUAL BUILDING AREA OF EACH SEPARATED OCCUPANCY DIVIDED BY THE ALLOWABLE BUILDING AREA OF EACH SEPARATED OCCUPANCY SHALL NOT EXCEED 1.

AREA TABULATIONS BELOW ARE THE AREAS WITHIN THE EXISTING EXTERIOR WALLS PER CHAPTER 2 DEFINITION OF BUILDING AREA
B 92,000 SQ.FT. .04

ALLOWABLE BUILDING AREA

OCCUPANCY

CLASSIFICATION
ACTUAL
SQ. FT.

ALLOWABLE
SQ. FT. RATIO
3,264 SQ.FT.

E 6,596 SQ.FT. 43,500 SQ.FT. .15
S-1 743 SQ.FT. 70,000 SQ.FT. .01
A-2 3.672 SQ.FT. 28,500 SQ.FT. .13
SUM OF ALL RATIOS = .33 ≤ 1
1ST FLOOR
B 92,000 SQ.FT. .004

OCCUPANCY

CLASSIFICATION
ACTUAL
SQ. FT.

ALLOWABLE
SQ. FT. RATIO
339 SQ.FT.

E 10,910 SQ.FT. 43,500 SQ.FT. .25
S-1 460 SQ.FT. 70,000 SQ.FT. .007
A-2 1,440 SQ.FT. 28,500 SQ.FT. .05
SUM OF ALL RATIOS = .311 ≤ 1
2ND FLOOR
B 92,000 SQ.FT. .014

OCCUPANCY

CLASSIFICATION
ACTUAL
SQ. FT.

ALLOWABLE
SQ. FT. RATIO
1,273 SQ.FT.

E 9,471 SQ.FT. 43,500 SQ.FT. .22
S-1 590 SQ.FT. 70,000 SQ.FT. .008
A-2 2,313 SQ.FT. 28,500 SQ.FT. .08
SUM OF ALL RATIOS = .322 ≤ 1
3RD FLOOR
OCCUPANTS: 1ST FLOOR = 537 / 2ND FLOOR = 604 / 3RD FLOOR = 628 CBC 508.4.2
28 LOCATION OF TRAFFIC CONES PLACED DURING PICK UP / DROP OFF OF STUDENTS 29 LOCATION OF EXISTING 6" SDR35PVC BUILDING SEWER LATERAL 30 LOCATION OF EXISTING 3" WATER CONNECTION WITH SHUT OFF AND PRV VALVES 31 DROP OFF AND PICK UP FOR PARK AND WALK STUDENTS SEE TRAFFIC STUDY FOR CLARIFICATION 32 34
33 PROPOSED 6' WROUGHT IRON FENCE
PROPOSED 6' WROUGHT IRON AUTOMATIC ROLLING GATE TO BE OPEN DURING SCHOOL HOURS F = FACULTY PARKING 56 SPACES PROVIDED
S = STUDENT PARKING 103 SPACES PROVIDED
PROPOSED MOTORCYCLE PARKING STALLS = 1 SPACES
35 EXISTING WATER METER TO REMAIN
36 EXISTING SEWER MAN HOLE TO REMAIN
37 38 PROPOSED MIN. 36" WIDE PEDESTRIAN ACCESS GATE (PROVIDE ALL CLEARANCES PER 11B-404.2.) EXISTING 4' MINIMUM WIDTH A.D.A. PATH OF TRAVEL, NOT TO EXCEED 5% SLOPE IN DIRECTION OF RUN AND 2% MAXIMUM IN CROSS SLOPE
PROPOSED CONCRETE FLATWORK NOT TO EXCEED 5% SLOPE IN DIRECTION OF RUN AND 2% MAXIMUM IN CROSS SLOPE

PROPOSED TRASH ENCLOSURE W/ STRESS PAD PER CITY OF CORONA STANDARD PLAN # 705/706 (207 SQ. FT.) SEE SHEET TE-1
39 10' CORNER CUT OFF IN COMPLIANCE WITH 17.70.030 & 17.70.050 NO PARKING PERMITTED 40 PROPOSED GAZA BALL
41 PROPOSED PICKLE BALL COURT
42 PROPOSED PICNIC TABLE WITH UMBRELLA
43 PROPOSED FABRIC SHADE STRUCTURE
44 PROPOSED PLAYGROUND EQUIPMENT PROJECT TITLE SHEET DESCRIPTION

SHEET OF REV BY DATE DESCRIPTION

SHEET IDENTIFIER

DRAWN BY

PROJECT NUMBER
R02007
AWC

CHECKED BY
JHJ

REVISION
3/14/2024
DATE SPRINGS CHARTER SCHOOL 2115 COMPTON AVE. CORONA, CA 92881 COMMERCIAL TENANT IMPROVEMENT FOR 27919 JEFFERSON AVE., STE. 201 TEMECULA, CA PHONE: (888) 827-7140 FAX: (888) 827-9724 83934 SEAL-ENGINEER: R.C.E. NO. DATE PREPARED BY: KOLIBRIEN EMAIL: [email protected] WEB: WWW.KOLIBRIEN.BIZ JOHN H. JOHNSON 3/14/2024 J
ON SNHOJ H.

NHO
C
L
IVI
R
E

TSI GE RE
DE

PROFES IONAL NGINEER
STATE
OF
CA
FI ORN AI C83934 EXP. 9-30-25
L

EX CE L L E CNE
. PA SS I O
N . PER FORMA NCE . LAND SURVEYING - MEP, CIVIL & STRUCTURAL ENGINEERING - DESIGN DPR2022-0028 AWC 1 12-6-2022 DPR2022-0028 SPA2023-0001 EXISTING SITE PLAN C-1
7 10'
N13° 50' 15" E
955.69' [955.73'] (955.75'R1) 567.42'
PL
PL

EXISTING COMMERC
ZONING: C - COMMER
299.85' [299.86'] (299.79'R1) 267.06' [267.07'] (267.03'R1) N89°04'43"W 329.855' [329.86'] (329.79'R1) 9 5
1 6 3
7 6 NO PARKING NO PARKING

LOADING
ZONE

LOADING

ZONE MOTORCYCLE

ADA ADA ADA

ADA ADA ADA ADA ADA ADA ADA ADA
8 50' B.S.L.
50' B.S.L.
4 ADA ADA ADA
5 TYP. 9'
9 12
14 14
15 17
18 21
21 23
24 7
10' 28.00

12.00 3RD LEVEL FLOOR AREA: 14,933 SQ. FT.

TOTAL BUILDING FLOOR AREA: 44,799 SQ. FT.

ZONING: C, COMMERCIAL
GENERAL PLAN: GC
EXISTING LAND USE: C
PROPOSED LAND USE: S- SCHOOL
CONSTRUCTION TYPE: III-A
SPRINKLERED: YES (SEC. 903)
OCCUPANCIES: E / B / S-1
BUILDING HEIGHT: ±45'-0"
A.P.N. 278-060-035 26
27 1530
34 F
F

F F F F F F F F F
F
F
F
F
F
F
F
F
F
F
F
F
F
F
32 35
S
37 38 5.81

LOADING
ZONE
39 12.09

28.00 PLAY AREA
11,798 SQ. FT.

28.00 40 41
42 43
43 44
42 44 37.58

31.83 PROJECT TITLE SHEET DESCRIPTION

SHEET OF REV BY DATE DESCRIPTION

SHEET IDENTIFIER

DRAWN BY

PROJECT NUMBER
R02007
AWC

CHECKED BY
JHJ

REVISION
3/19/2024
DATE SPRINGS CHARTER SCHOOL 2115 COMPTON AVE. CORONA, CA 92881 COMMERCIAL TENANT IMPROVEMENT FOR 27919 JEFFERSON AVE., STE. 201 TEMECULA, CA PHONE: (888) 827-7140 FAX: (888) 827-9724 83934 SEAL-ENGINEER: R.C.E. NO. DATE PREPARED BY: KOLIBRIEN EMAIL: [email protected] WEB: WWW.KOLIBRIEN.BIZ JOHN H. JOHNSON 3/19/2024 J
ON SNHOJ H.

NHO
C
L
IVI
R
E

TSI GE RE
DE

PROFES IONAL NGINEER
STATE
OF
CA
FI ORN AI C83934 EXP. 9-30-25
L

EX CE L L E CNE
. PA SS I O
N . PER FORMA NCE . LAND SURVEYING - MEP, CIVIL & STRUCTURAL ENGINEERING - DESIGN DPR2022-0028 AWC 1 12-6-2022 DPR2022-0028 SPA2023-0001 ENLARGED SITE PLAN C-2
7 GABA BALL

PICKLE BALL

PLAYGROUND

COVERED TABLES COVERED TABLES

COVERED TABLES COVERED TABLES

HOPSCOTCH

W/ SHADE CANOPY

MONKEY BARS

SHADE CANOPY
PARKING SPACES REMOVED FOR PLAY AREA = 32
PROPOSED FENCED PLAY AREA = 11,798 SQ. FT.

ON SITE DROP-OFF & PICK-UP QUEUE
North driveway for drop-off/pick-up. South driveway for parking.

Total Queue = 1,030 ft
with a stacking capacity of
approximately
48 vehicles, which is double
the forecasted stacking
requirement of 23 vehicles
Temporary cones
when Drop-Off and
Pick-Up occurs No Scale
N
Extra
capacity for
24 additional
vehicles
beyond
required 23
vehicles
(shown with
blank cars)
Temporary cones
when Drop-Off and
Pick-Up occurs
Car Car Car Car
Ca r
Car Car Car Car Car Car Car Car
Car Car Car Car Car
Car Car Car Car Car
Forecasted queue at
approximately 500
feet for 311 students
(split pick-up for 621
students) for about
23 vehicles
Approx. 78%
for Drop-Off
and Pick-Up
Drop-Off and
Pick-Up for drop
in students, and
high school
students that
drive
Employees
will park
here before
cones are
set up.

Approx. 22% for
employees, park
walk in, & high
school drivers
ON SITE PICK-UP QUEUE Option 2
Pick-Up results in longest queue based on data collected at another Charter School Drop-Off and
Pick-Up for
parents who
park and walk
the student(s)
into the school
and for high
school students
that drive
Total Queue = 1,460 ft
with a stacking capacity of
approximately
68 vehicles, which is about
tripple the forecasted
stacking requirement of 23
vehicles
Temporary cones
when Drop-Off and
Pick-Up occurs No Scale
N
78% IN for
Primary
Entry
Queue for an
additional 20
vehicles.

Additional 430
feet both lanes
22% IN for
Secondary (park
walk in, high
school drivers)
No vehicles permitted to
park in 4 spaces during
drop-off and pick-up. To
be controlled by staff
through signing with no
parking during drop-off
and pick-up, or staff can
occupy spaces and move
vehicles as needed.


 











 



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27740 Jefferson Avenue | Temecula, CA 92590 | P: (951) 252-8800 | F: (951) 252-8801 www.SpringsCharterSchools.org

NOTICE OF OUTREACH
31 October, 2023
This letter serves as notice that Springs Charter Schools made contact with the below mentioned parties for the purpose of community outreach in regard to the opening of its new facility at 2115 Compton Ave., Corona, CA 92881, and the potential impact it may have on the surrounding area.

On Monday, 4/17/2023, Springs Charter Schools made direct in-person contact with:
 America’s Tire , Assistant Manager Justin Vargas
o Business Address: 2187 Compton Ave., Corona, CA 92881 o Phone: (951) 817-6994
 Sherwin-Williams, Store Manager Kelsey Delatore
o Business Address: 2163 Compton Ave., Corona, CA 92881 o Phone: (951) 371-1436
On Tuesday, 10/24/2023, Springs Charter Schools made direct in-person contact with:
 Sam’s Club, Club Manager Mark Jette
o Business Address: 1375 E Ontario Ave, Corona, CA 92881 o Phone: (951) 582-0319
 The Home Depot, Store Manager Mario Pineda
o Business Address: 1355 E Ontario Ave., Corona, CA 92881 o Phone: (951) 808-0327
Springs Charter Schools provided to these parties a verbal briefing on the relevant upcoming operations of the local Springs school facility, and shared samples of materials to be distributed by the school to student families as a preemptive internal address of local traffic flow expectations.

Date
Dear Corona Planning Commission,
Thank you for the opportunity to provide more detailed information for our CUP application to convert the Compton Avenue property into a Student Center for Springs Charter School students. We have been serving the Corona area for 18 years and have been looking for a property to expand our classroom offerings for more than ten years. We were delighted when the Compton Avenue building became available because it offers the space for many things we could not provide in our existing facility, such as a hot breakfast and lunch program, music, LegoLeague, and activities that require elbow room, including occupational therapy services.

Springs Charter School expects to serve approximately 600 students at this center, providing classroom education and auxiliary student support services for grades TK through 12. The Compton Avenue Center will serve hybrid students, combining interest-driven classroom learning with personalized home study. Springs Charter Schools have been providing this program to Corona students since 2006.

Springs’ hybrid-model program allows students to attend classes in the building between 1 and 5 days per week, according to the program they select. Due to this model, there will likely be less than 600 students on each school day. For example, in our current 2nd Street property, we have 313 students enrolled to attend classroom learning on this campus, however, the maximum student count on any day is 190 students.

Across Springs Charter Schools’ 21 campuses, the average classroom size for grades 1-12 is 29, which was the number used in these calculations. TK is a maximum of 12 students with one teacher. In addition to classrooms, we will use several spaces to provide an enriched school program to our classroom students.

These spaces will include a school library, an art class, a maker space, a special education resource room, and a TK/K resource room. These extra rooms will be used for classroom students’ electives and drop-in (students that come and go at no assigned time) special education, English Language Development (ELD) tutoring, and interest-driven enrichment groups, such as robotics LegoLeague or string instrument ensemble. 27740 Jefferson Avenue | Temecula, CA 92590 | P: (951) 252-8800 | F: (951) 252-8801 www.SpringsCharterSchools.org
Grade Levels and
Description
Current
Enrollment
Expected Enrollment Compton
Avenue
Building
2nd Street
Building
TK/K 24 132 0 120 (5 classes of
24 students
classroom
program)
TK/K Enrichment program
and special ed services 2
days per week
6 12
(1 resource room for 12 students)
12 (drop-in services)
0 1-3 Classroom Program 54 145
(5 classrooms of 29 students)
145 0
1-3 Enrichment program
and sped 2 days per week
23 58
(2 classrooms of 29 students)
58 0
4-8 161 319
(11 classrooms with 29 students)
319 0
4-8 Enrichment program
and special ed services 2
days per week
30 58
(2 classrooms of 29 students)
58 0
9-12 Independent Study
drop-in 3 days per week
15 29
(1 classroom with 29 students)
29 0
TOTAL Compton Ave
Enrollment
621
● The full-day schedule will be
○ 1-4th grade 8:10 to 3:10
○ 5th-12th grade 8:40 to 3:40
○ Tk/K will be 8:10-12:00 and drop-in services
● The average class size for grades 1-8 is 29 students. ● The number of classrooms will be 22
● Additional rooms will include a special education resource room, a TK/K resource room, a library, a maker space inventor lab with robotics storage, and an art room. ● There will be a total of 58 staff members.
○ Each grade 1-8 classroom will have a teacher and an ace (21 classrooms will be staffed with 42 staff). The high school class will have 1 teacher.
27740 Jefferson Avenue | Temecula, CA 92590 | P: (951) 252-8800 | F: (951) 252-8801 www.SpringsCharterSchools.org
○ There will also be 15 additional staff members, including two school administrators, a school counselor, a clerk, a health tech, 2 food-service workers, a custodian, a special education teacher, a part-time speech teacher, a part-time TK/K specialist, and 4 part-time specialty teachers for enrichment such as music, art, lego-league, and Spanish. ● High school students have the opportunity to attend the Learning Zone study hall classroom Tuesday through Thursday between the hours of 8:00 and 4:00. There will be select core classes offered in this high school classroom during those hours in addition to tutoring and counseling support. Since attendance at the Learning Zone and in the classes is not required (students can complete their work totally online), only approximately 50% of the students attend on any available high school day. Our program is a real-world-focused program, providing career technical internships and pre-apprenticeships. Typically, our older students are less likely to attend the center because many of them are working at their apprenticeships/internships and/or attending community college classes, so the number of high school drivers is minimal.
● Springs will keep our 2nd Street Center as a TK/K early childhood center to provide classroom experiences for the youngest students in our existing one-story campus. Some special education and speech services will be provided at the Compton Avenue building for grades TK/K.

Springs Charter School has been diligent in finding a Corona facility where we can increase our free public school options for families and enhance the educational experience for our students. The Compton Avenue building presents an ideal space to accommodate our growing student population and provide various programs and services previously limited by space constraints.

We assure you that our proposed operations, including scheduling, staffing, and programs, have been meticulously planned to optimize student learning and accommodate the needs of the surrounding community.

Thank you once again for your consideration. We look forward to the opportunity to contribute positively to Corona's educational landscape.

Sincerely,
Kathleen Hermsmeyer
Superintendent
27740 Jefferson Avenue | Temecula, CA 92590 | P: (951) 252-8800 | F: (951) 252-8801 www.SpringsCharterSchools.org
April 3, 2024
City of Corona City Hall
Planning & Development Department
400 S. Vicentia Avenue, Suite 120
Corona, California 92882
Dear Eva,
This letter is to provide clarification regarding the use of two student play areas planned for installation in a portion of the parking lot behind Springs’ proposed building at 2115 Compton Avenue.

The play area behind the school building is designated for recreational use by our students only under the supervision of school staff. This space will serve as a dedicated area for outdoor activities and games, providing students with opportunities for physical exercise, social interaction, outdoor art projects, and creative play. We will have both a primary and an intermediate playspace
● The primary playspace will have a play structure, a peaceful playground section with hopscotch and sensory pathways, and a shaded seating area. The sensory pathway will focus on the eight basic locomotor movements primary students must master which include: walking, running, hopping, jumping, galloping, skipping, leaping, and sliding.
● The intermediate playspace will include a grass area with a Peaceful Playground fitness fun trail, a pickleball court, a gaga ball area, and two table areas for gathering and art projects, one of which will be covered.
● Additionally, the multipurpose room within the building will also be utilized for PE games and activities, such as projection screen PE activities, parachute, hula hoops, jump ropes, and obstacle course activities. This will provide students with options for recreation. These indoor activities will complement the outdoor play areas and contribute to a well-rounded recreational experience for our students.
● DROP-IN - Some students will visit the center on a drop-in basis for testing, services or counseling appointments. These services will be provided in the resource rooms and in the enrichment spaces on days the enrichment classes are not offered.
● There will be a Drop-in room for TK/K students to receive special education services, English language development lessons and other specialized instruction. They may have occasional use of the play facilities outside.

Students will use the playspaces for one recess and lunch recess each day of attendance. These schedules will be staggered, and the play period attached to lunch will either be directly before or directly after.

Our goal is to create a vibrant and engaging recreational environment that enhances the overall educational experience for our students. By providing both outdoor and indoor play spaces, we aim to promote physical health, social development, and positive engagement among our student body.

Sample playground schedule:

Grade Start Recess
Lunch in
Multi-Purpose
Room
Recess End
TK/K Drop-in Drop-in Drop-in Drop-in Drop-in
1 and 2 8:10 9:30-9:45 11:15-11:35 11:35-11:55 3:10
Enrichment
1/2/3 8:10 10:10-10:25 11:40-12:00 12:00-12:20 3:10
Grade 3 8:10 9:50-10:05 12:05-12:25 12:25-12:45 3:10
Grades 4 & 5 8:10 9:50-10:05 12:05-12:25 12:25-12:45 3:10 Enrichment
Grades 4-8
8:40 10:10-10:25 12:30-12:50 12:50-1:10 3:40
Grades 7/8 8:40 10:30-10:45 12:55-1:15 1:15-1:35 3:40
High School 8:40 10:50-11:05 12:55-1:15 1:15-1:35 3:40
Pink = Primary Playspace Usage. Green = Intermediate Playspace Usage.

It is important to note that student safety and supervision are paramount considerations in our planning. For every 30 students utilizing the play areas, there will be at least one staff playground supervisor present, with a minimum of two at all times to oversee activities, ensure adherence to safety guidelines, and intervene if necessary. Students will be walked to the playspace and supervised the entire time for each recreation period offered.

If you require any further information or clarification regarding our plans for the play area behind the school building, please do not hesitate to contact me at 760-330-6176. We appreciate your consideration of our CUP application and look forward to your support. This project will provide a safe, enriching public school option for our students.

Thank you for your consideration.

Sincerely,
Dave Black
Senior Director of Facilities
27740 Jefferson Avenue | Temecula, CA 92590 | P: (951) 252-8800 | F: (951) 252-8801 www.SpringsCharterSchools.org
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PROJECT NUMBER
R02007

DRAWN BY
AWC

CHECKED BY
JHJ
DATE
04/01/2024

REVISION

SHEET IDENTIFIER
C2 SHEET 8 OF
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CLASSROOM 6
827 SQ. FT.
(GRADE 2)
(29 STUDENTS)
CLASSROOM 5
767 SQ. FT.
(GRADE 1/2/3)
(29 STUDENTS)
CLASSROOM 4
853 SQ. FT.
(GRADE 1/2)
(29 STUDENTS)
R.R.
56 SQ. FT.

R.R.
56 SQ. FT.

IT
245 SQ. FT.

EX. R.R.
189 SQ. FT.

EX. R.R.
190 SQ. FT.
(E) R.R.
54 SQ. FT.
(E) R.R.
66 SQ. FT.

CLASSROOM 1
744 SQ. FT.
(GRADE 1)
(29 STUDENTS)
TK/K CLASSROOM 2
694 SQ. FT.
(12 STUDENTS)
CLASSROOM 3
781 SQ. FT.
(GRADE 1/2/3)
(29 STUDENTS)
LOBBY
431 SQ. FT.

RECEPTION
62 SQ. FT.

OFFICE 1
71 SQ. FT.
(E) OFFICE 4
93 SQ. FT.
(E) OFFICE 3
104 SQ. FT.
(E) OFFICE 2
103 SQ. FT.

CONFERENCE RM.
214 SQ. FT.

TEACHER
LOUNGE
310 SQ. FT.

MULTI PURPOSE
ROOM

3.552 SQ. FT.

KITCHEN
615 SQ. FT.

STRG.
41 SQ. FT.
(E)

JANITOR
55 SQ. FT.

JANITOR
45 SQ. FT.
(E) ELEV.

EQUIP
97 SQ. FT.

PROPOSED 1ST LEVEL FLOOR PLAN
SCALE: 1/8" = 1'-0"

CORRIDOR

CORRIDOR
R.R.
59 SQ. FT.
133 SQ. FT.
(E)

ELECTRICAL
ROOM

STORAGE
33 SQ. FT.
(E) STRG.
22 SQ. FT.
(E) STORAGE
124 SQ. FT.

NURSES OFFICE
93 SQ. FT.

EX.

STAIRWELL
(E)

STAIRWELL
(E)

STAIRWELL

STORAGE
54 SQ. FT.
376 SQ. FT.
1428 SQ. FT.
18'-3" 22'-10" 20'-3" 3'-9" 5'-2" 10'-6" 19'-0" 9'-6" 10'-0" 8'-7" 30'-6" 11'-3" 5'-5" 3'-5" 15'-9" 7'-11" 54'-4"
25'-9" 5'-0"
22'-3" EX. STAIRS UP EX. STAIRS UP EX. STAIRS UP EX. STAIRS UPEX. STAIRS UP STRG.
43 SQ. FT.
9'-7" 6'-10" 7'-11" 7'-11" 7'-11"
28'-7" 6'-2" 5'-4" 7'-11" 11'-2"7'-4" (E) ELEVATOR (E) ELEVATOR 15'-8 1 2
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1 2
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REACH-IN

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REACH-IN

FREEZER

REACH-IN

FREEZER

REACH-IN

FREEZER

REACH-IN COOLERREACH-IN COOLER

REACH-IN COOLERREACH-IN COOLER COMBI OVEN COMBI OVEN
PREP

TABLE PREPTABLE PREPTABLE PREPTABLE
REACH-IN COOLERREACH-IN COOLER MILK COOLER MILK COOLER MILK COOLER WARM. CAB. WARM. CAB. BOTTLE FILL H.S. H.S.

WORK
TABLE
PREP SINK 3 COMP SINK
E1
E2
E2
E3 E3
E4
E1
E5 E5 E5
E6
E9 E7
E5 E7 E7
E7
E7
E7
E7
E7
E7
D1
D2
D3 D3
D3
D3
D3
D4
D3
D1
D3 D3
D5 D5 D5
D6 D6 D6 D6
D6
D5
D2
E7
E8
W1
F2
C2
W1
F2
C2
W1
F2
C2
W1
F2
C3
W1
F2
C3
W1
F2
C3
W1
F2
C3
W1
F2
C3
LAV.

W.C.

LAV.

W.C.

LAV.

W.C. M.S.

LAV.

W.C. SINK SINK SINK SINK SINK SINK LAV.

W.C. LAV.

W.C.

W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2 W1
W3
F3
C2
W1
W3
W4
F3
C1
R.R.
56 SQ. FT.

W1
W3
W4
F3
C1
W1
W3
W4
F3
C1
W1
W3
W4
F3
C1
W1
W3
W4
F3
C3
W1
W3
W4
F3
C3 22 RISERS
7" RISE
11" RUN
F.F. TO F.F. 12'-10"
22 RISERS
7" RISE
11" RUN
F.F. TO F.F.
12'-10"
W1
C3
F5
W1
C3
F5
W1
W3
W4
F3
C1
W1
W3
W4
F3
C3
W1
W3
W4
F3
C3
W1
F2
C2
W1
F2
C3
W1
F2
C3
W5
W1
F2
C2
W5
W1
F1
C3
W5
W1
F1
C3
W5
W1
F1
C3
W5
4 4
16 2 S1
S2
S2
S1
S6 S6
W1
W5
F2
C2
S6
S4 S5 S4 S5 S4 S5
4 1
SEE SHEET A-10 &
A-10.1 FOR ENLARGED

RESTROOM PLANS AND
NOTES
S1
S3
S1
S1
(E) UTILITY
37 SQ. FT.
3 5
5 5 6
6 6
S4
S5
S5
1 S8 S7
7 7
8 9
11 12
13 15 15 15
17 1
W4
W1
W5
F2
C2
E9
D5
A1.1

METAL DOOR FRAME
WALL FINISH.

HOLLOW MTL. DR.

STUD ANCHOR

EXTERIOR FINISH

INTERIOR FINISH

SEE PLAN FOR

EXACT LOCATION
'J' MOLDING FOR ALL

EXTERIOR FINISHES
DOOR PER SCHED.

EXTERIOR DOOR THRESHOLD

EXPANSION JOINT

FINISH FLOOR

ALUMINUM THRESHOLD

TO EXTEND BEYOND

EXPANSION JOINT
DOOR PER SCHED.

CARPET OR INTERIOR FLOORING TO CONCRETE
CERAMIC TILE. SEE

FINISH SCHEDULE

CONCRETE EPOXY

SEALANT PRODUCT
DOOR PER SCHD.

SEALANT
EX. DRAINAGE
PLANE
- FLOOR AND GROUND SURFACES SHALL BE STABLE. FIRM, AND SLIP RESISTANT. 11B-302.1
- CARPET OR CARPET TILE SHALL BE SECURELY ATTACHED AND SHALL HAVE A FIRM CUSHION, PAD, OR BACKING OR NO CUSHION OR PAD. CARPET OR

CARPET TILE SHALL HAVE A LEVEL LOOP, TEXTURED LOOP, LEVEL CUT PILE, OR LEVEL CUT/UNCUT PILE TEXTURE. PILE HEIGHT SHALL BE 1/2" MAXIMUM. 11B-302.2, FIGURE 11B-302.2
- VERTICAL CHANGES IN LEVEL FOR FLOOR OR GROUND SURFACES MAY BE 1/4 INCH HIGH MAXIMUM AND WITHOUT EDGE TREATMENT. CHANGES IN LEVEL GREATER THAN 1/4 INCH AND NOT EXCEEDING 1/2 INCH IN HEIGHT SHALL BE BEVELED WITH A SLOPE NOT STEEPER THAN 1:2. 11B-303, FIGURES 11B-303.2 & 11B-303.3
- CHANGES IN LEVEL GREATER THAN 1/2 INCH IN HEIGHT SHALL BE RAMPED AND SHALL COMPLY WITH THE REQUIREMENTS OF 11B-405 RAMPS OR 11B-406 CURB RAMPS AS APPLICABLE. 11B-303
- ABRUPT CHANGES IN LEVEL EXCEEDING 4 INCHES IN A VERTICAL

DIMENSION BETWEEN WALKS, SIDEWALKS OR OTHER PEDESTRIAN WAYS

AND ADJACENT SURFACES OR FEATURES SHALL BE IDENTIFIED BY WARNING CURBS AT LEAST 6 INCHES IN HEIGHT ABOVE THE WALK OR SIDEWALK SURFACE OR BY GUARDS OR HANDRAILS WITH A GUIDE RAIL CENTERED 2 INCHES MINIMUM AND 4 INCHES MAXIMUM ABOVE THE SURFACE OF THE WALK OR SIDEWALK. THESE REQUIREMENTS DO NOT APPLY BETWEEN A WALK OR SIDEWALK AND ADJACENT STREET OR DRIVEWAY. 11B-303.5 - MOUNTING HEIGHT FOR TACTILE SIGNAGE:

SIGNS CAN NOW BE MOUNTED WITHIN A RANGE OF SPACE WHICH

ALLOWS FOR A CONSISTENT TOP HEIGHT FOR DIFFERENT SIZED SIGNS ALONG A HALL.
- SIGNS ARE TO BE MOUNTED AT A HEIGHT TO ALLOW THE BASELINES OF RAISED CHARACTERS TO BE LOCATED BETWEEN 48" AND 60" ABOVE THE GROUND.

MOUNTING LOCATION MUST ALLOW A

PERSON TO APPROACH WITHOUT

ENCOUNTERING PROTRUDING OBJECTS

OR STANDING WITHIN THE SWING PATH

OF THE DOOR

FINISH FLOOR
MINIMUM HEIGHT: BASELINE

OF LOWEST COPY MOUNTED
NO LOWER THAN 48" ABV. F.F.

MAXIMUM HEIGHT: BASELINE

OF HIGHEST COPY MOUNTED
NO HIGHER THAN 60" ABV. F.F.

ALLOWED

MOUNTING
AREA
TACTILE EXITING SIGN WITH LEGEND "EXIT"
TACTILE SIGN WITH LEGEND "EXIT ROUTE"
DOOR MOUNTED TACTILE SIGN STATING "TYPE OF RESTROOM"
WALL MOUNTED TACTILE SIGN STATING "TYPE OF RESTROOM"
EXIT
5/8" TO 2" HIGH RAISED 1/32" SANS
SERF NON-GLARE HI. CONTRAST
EXIT
ROUTE

UPPERCASE CHARACTERS
LETTERING RAISED 1/32"
SHOWER HEAD FIXTURE ..........................................

KITCHEN FAUCET ....................................................

LAVATORY .............................................................

WATER CLOSET ......................................................

UTILITY FAUCET ......................................................

2.0 GPM @ 80 PSI

1.8 GPM @ 60 PSI

0.5 GPM @ 60 PSI

1.28 GAL. / FLUSH

1.5 GPM @ 60 PSI

FIXTURE NAME FLOW RATE
WATER EFFICIENCY SECTION 5.303 OF CALIFORNIA GREEN CODE

NEW PLUMBING FIXTURES AND FITTINGS SHALL NOT EXCEED THE MAXIMUM ALLOWABLE FLOW RATES SPECIFIED IN SECTION 5.303.3. SEE SHEETS T-2 - T-4 FOR GRN SHEETS.

THE TRIANGLE SHALL

CONTRAST WITH THE CIRCLE
SYMBOL. EITHER LIGHT ON

DARK BACKGROUND OR

DARK ON A LIGHT
BACKGROUND.

STAIRS

INTERNATIONAL SYMBOL OF ACCESSIBILITY
WALL MOUNTED TACTILE SIGN STATING "STAIRS" DOOR OPENING 2"

FRAME WIDTH

FIELD VERIFY
1 2" MAX. 1/4" MAX. 48" MINIMUM 60" MAXIMUM

ALL-GENDER

RESTROOM

LOCATION OF FIRE EXTINGUISHER (TYPICAL AS SHOWN)

OCCUPANT LOAD SIGN TO BE POSTED IN A CONSPICUOUS PLACE NEAR ALL MAIN ENTRANCES (CBC 1008.1.9.)
EXITS SIGNS SHALL BE ILLUMINATED AT ALL TIMES. INSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90-MIN. IN CASE OF

PRIMARY POWER LOSS, THE SIGN SHALL BE CONNECTED TO A STORAGE (BACK-UP) BATTERY, UNIT EQUIPMENT OR AN ON-SITE BACK-UP POWER GENERATOR.

PROVIDE ABOVE DOOR SIGN LEGEND STATING -
"DOOR TO REMAIN UNLOCKED WHILE BUILDING IS OCCUPIED"
COUNTER SURFACE TO BE MAXIMUM 34" ABOVE FINISH FLOOR
INSTALL MINIMUM 2" AND MAXIMUM 4" CONTRASTING STRIPE AT FIRST AND LAST STEP OF STAIR RUN @ INTERIOR STAIRWAY CONTRASTING STRIPE TO BE INSTALLED 1" OFF EDGE.

HANDRAIL HEIGHT, MEASURED ABOVE STAIR TREAD NOSINGS OF FINISH

SURFACE, SHALL BE UNIFORM AND UNINTERRUPTED NOT LESS THAN 34" AND NOT MORE THAN 38". 2022 CBC SECTION 1014
EXISTING HI-LO DRINKING FOUNTAIN LOCATION.

LOCATION OF EXISTING MAIN ELECTRICAL SERVICE
S1
S2
S3
S4
S5
S6
S7

KEYED NOTES

ADA SIGNAGE INFORMATION

TRANSITION DETAILS
S1
S2
S3
S4
S5
S6

ILLUMINATED EXITING SIGNS
WATER EFICIENCY SCHD. HINGE SIDE OF DOOR 4"
4" 4"3/8" TO 1/2"
4" 2"
4"
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 EXISTING STRUCTURAL COLUMNS TO REMAIN (PROTECT IN PLACE

DURING CONSTRUCTION)

LOCATION OF BUILDING FIRE RISER
DASHED LINE INDICATES AREA OF EXISTING 1HR FIRE WALL

EXISTING RESTROOM PARTITIONS TO REMAIN

EXISTING ROOF ACCESS LADDER

EXISTING ELECTRICAL SUB PANEL
16 30X48 CLEAR FLOOR AREA PER CBC 11B-305.3
W/ TOE CLEARANCE PER 11B-306 AT FORWARD APPROACH
GYP. BOARD
(2) LAYERS OF ENAMEL PAINT, COLOR: _______ CODE: ______ BY:

SHERWIN WILLIAMS OR EQUAL
TEXTURE: SMOOTH & WASHABLE SURFACE
TEXTURE: SMOOTH & WASHABLE SURFACE
1/16" GROUT JOINT RECOMMENDATION
F.R.P. PANEL

CERAMIC TILE

CERAMIC COVING BASE
MOISTURE RESISTANT FRP WALL PANEL, COLOR: WHITE
3"X6" CERAMIC TILE BY: EMSER TILE, SERIES: CHOICE, COLOR:

WHITE
3/8" MIN. COVING FLOORING BASE BOARD, COLOR: TO MATCH

WALL FINISH

BASE FINISH REMARKS
CARPET

LAMINATED FLOORING
GYP. BOARD
1) ALL MATERIAL USED AS INTERIOR TRIM SHALL HAVE A MINIMUM CLASS C FLAME SPREAD AND SMOKE-DEVELOPED INDEX SHALL NOT EXCEED 10% OF THE WALL OR CEILING AREA IN WHICH IT IS ATTACHED.
2) CURTAINS, DRAPERIES,FABRIC HANGINGS, AND SIMILAR COMBUSTIBLE DECORATIVE MATERIALS SUSPENDED FROM WALLS OR CEILINGS SHALL NOT EXCEED 10% OF THE WALL OR CEILING AREA TO WHICH SUCH MATERIALS AREA ATTACHED. (2) LAYERS OF ENAMEL PAINT, COLOR: _______ CODE: ______ BY: SHERWIN WILLIAMS OR EQUAL

LOW PILE, BERBER, NYLON CARPET OWNER TO SPECIFY
MANUFACTURER AND COLOR.

LAMINATED TILE OWNER TO SPECIFY MANUFACTURER AND COLOR.

TEXTURE:________
1-HR FIRE RATED ASSEMBLY @ CORRIDORS
LAY-IN 'T' BAR 2'X4' LAY-IN ACOUSTIC PANEL
CERAMIC TILE 24" SQ. CERAMIC TILE OWNER TO SPECIFY MANUFACTURER AND COLOR.
3/16" GROUT JOINT RECOMMENDATION

EXISTING TO REMAIN IF PRESENT

EXISTING CEILING TO REMAIN EXISTING PAINTED GYPSUM BOARD CEILING W1
W2
W3
W4
W5
F1
F2
F3
F4
C1
C2
C3

FINISH SCHEDULE

FLOORING FINISH SCHEDULE

BASE FINISH REMARKS
# BASE FINISH REMARKS

WALL FINISH SCHEDULE

CEILING FINISH SCHEDULE
#
#
FINISH NOTES:

COVE BASE 3/8" MIN. RADIUS, 6" MIN. HI. COVING FLOORING BASE BOARD

EXISTING TO REMAIN IF PRESENT

EXISTING TO REMAIN WHERE POSSIBLE
PROPOSED TO MATCH EX.

EXISTING LAMINATE EXISTING LAMINATE FLOORING TO REMAIN 3/16" GROUT JOINT RECOMMENDATION

EXISTING TO REMAIN IF PRESENT

EXISTING TO REMAIN IF PRESENT
C4 EXISTING EXPOSED STRUCTURE EXISTING STRUCTURE TO BE EXPOSED, PAINTED BLACK PROVIDE SKRIM PAPER AS NECCESSARY F5 EXISTING EXPOSED CONC. EXISTING EXPOSED CONCRETE FLOOR TO REMAIN REPAIR AND SEAL AS NECESSARY SEE SHEET A-6.1 FOR SPECIFICATIONS

SYMBOL DESCRIPTION

EXISTING CONCRETE TILT UP WALL
EXISTING 2X STUD WALL @16" O.C.

WALL LEGEND
PROPOSED 2X FRAMED WALL
LOCATION OF REQUIRED 1 HR. FIRE WALL
S7 S8 12"
12"
12"
DOOR MOUNTED TACTILE SIGN STATING "TYPE OF RESTROOM"
S8 DOOR MOUNTED TACTILE SIGN STATING "TYPE OF RESTROOM" PROPOSED HI-LO DRINKING FOUNTAIN LOCATION.
17 EXISTING ELECTRICAL TRANSFORMER PROJECT TITLE SHEET DESCRIPTION

SHEET OF REV BY DATE DESCRIPTION

SHEET IDENTIFIER

DRAWN BY

PROJECT NUMBER
R02007
AWC

CHECKED BY
JHJ

REVISION
3/18/2024
DATE SPRINGS CHARTER SCHOOL 2115 COMPTON AVE. CORONA, CA 92881 COMMERCIAL TENANT IMPROVEMENT FOR PHONE: (888) 827-7140 FAX: (888) 827-9724 27919 JEFFERSON AVE., STE. 201 TEMECULA, CA 83934 SEAL-ENGINEER: R.C.E. NO. DATE PREPARED BY: KOLIBRIEN EMAIL: [email protected] WEB: WWW.KOLIBRIEN.BIZ JOHN H. JOHNSON 3/18/2024 J
ON SNHOJ H.

NHO
C
L
IVI
R
E

TSI GE RE
DE

PROFES IONAL NGINEER
STATE
OF
CA
FI ORN AI C83934 EXP. 9-30-25
L

EX CE L L E CNE
. PA SS I O
N . PER FORMA NCE . LAND SURVEYING - MEP, CIVIL & STRUCTURAL ENGINEERING - DESIGN DPR2022-0028 AWC1 12-6-2022 DPR2022-0028 SPA2023-0001 PROPOSED 1ST LEVEL FLOOR PLAN A-1.1
10 MECH CHASE MECH CHASE
CHASE
CLASSROOM 7
765 SQ. FT.
(GRADE 4)
(29 STUDENTS)
CLASSROOM 8
762 SQ. FT.
(GRADE 4)
(29 STUDENTS)
CLASSROOM 9
760 SQ. FT.
(GRADE 4/5)
(29 STUDENTS)

OPEN TO BELOW

LIBRARY
1,000 SQ. FT.

CLASSROOM 12

COLLABORATIVE SPACE
COLLABORATIVE SPACE 851 SQ. FT.
744 SQ. FT.

CLASSROOM 17
941 SQ. FT.
(GRADE 5)
(29 STUDENTS)
CLASSROOM 16
892 SQ. FT.
(GRADE 5)
(29 STUDENTS)
CLASSROOM 15
797 SQ. FT.
(GRADE 3)
(29 STUDENTS)
CLASSROOM 14
933 SQ. FT.
(GRADE 3)
(29 STUDENTS)

MAKER'S SPACE

ROBOTICS LAB
1060 SQ. FT.

PROPOSED 2ND LEVEL FLOOR PLAN
SCALE: 1/8" = 1'-0"
998 SQ. FT.
(GRADE 6)
(29 STUDENTS)
(E) R.R.
291 SQ. FT.
(E) R.R.
190 SQ. FT.

STORAGE
55 SQ. FT.

STRG.
105 SQ. FT.
(E) UTILITY
38 SQ. FT.

CORRIDOR
(E)

JANITOR
54 SQ. FT.
(E) 1085 SQ. FT.

STAIRWELL
(E)

STAIRWELL
23'-8" 19'-11" 19'-3" 13'-3" 21'-8" 32'-0"
37'-9" 29'-7" 27'-8" 29'-8" 30'-1" 21'-7" 30'-5"
(E)
STAIRWELL EX. STAIRS UP EX. STAIRS DOWN EX. STAIRS DOWN EX. STAIRS UP UP UP EX. STAIRS DOWN UP EX. STAIRS UP R.R.
75 SQ. FT. (E) ELEVATOR (E) ELEVATOR
28'-0" 7'-6" 3'-9"

STORAGE
73 SQ. FT.
2'-4"
OFFICE
161 SQ. FT.
(E) R.R.
148 SQ. FT.

OFFICE
178 SQ. FT.

R.R.
56 SQ. FT.

STORAGE
135 SQ. FT.
31'-5" 31'-7"
2'-4" 29'-9"
E6
E6
E6
E7 E7
E7
D5 D5 D5 D5 D5
D5
D5 D5 D5
D5

SYMBOL DESCRIPTION

EXISTING CONCRETE TILT UP WALL
EXISTING 2X STUD WALL @16" O.C.

WALL LEGEND
PROPOSED 2X FRAMED WALL
D4
D4

SINK SINK SINK
W.C. LAV.

LAV.

W.C.

SINK SINK SINK SINK SINK SINK SINK SINK SINK SINK SINK
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W4
F3
C2
LOCATION OF REQUIRED 1 HR. FIRE WALL
W1
W3
W4
F3
C3
W1
W3
W4
F3
C3
W1
W3
W4
F3
C3
W1
F1
C3
W5
W1
F1
C3
W5
W1
F1
C3
W5
W1
W5
F2
C2
W1
W5
F2
C2
W1
W5
F2
C2
W1
W5
F2
C2
W1
W5
F2
C2
W1
W5
F2
C2
W1
W5
F2
W1 C2
W5
F2
C2
W1
W5
F2
C2
W1
W3
W4
F3
C1
W1
W3
W4
F3
C3 4 4 4
16 4
S6 S6
S2S6
S2 S2 5 5 5 6 6 6
S8 S7
S4
S5 4 7 8
10 12
12 17
15 15 15
15 1 1
SEE SHEET A-10 &
A-10.1 FOR ENLARGED

RESTROOM PLANS AND
NOTES
E7
D6
D6
D3 D3 D3
E7 22 RISERS 7" RISE 11" RUN F.F. TO F.F. 12'-10" 22 RISERS 7" RISE 11" RUN F.F. TO F.F. 12'-10" D7 PROJECT TITLE SHEET DESCRIPTION

SHEET OF REV BY DATE DESCRIPTION

SHEET IDENTIFIER

DRAWN BY

PROJECT NUMBER
R02007
AWC

CHECKED BY
JHJ

REVISION
3/18/2024
DATE SPRINGS CHARTER SCHOOL 2115 COMPTON AVE. CORONA, CA 92881 COMMERCIAL TENANT IMPROVEMENT FOR 27919 JEFFERSON AVE., STE. 201 TEMECULA, CA PHONE: (888) 827-7140 FAX: (888) 827-9724 83934 SEAL-ENGINEER: R.C.E. NO. DATE PREPARED BY: KOLIBRIEN EMAIL: [email protected] WEB: WWW.KOLIBRIEN.BIZ JOHN H. JOHNSON 3/18/2024 J ON SNHOJ H. NHO C L IVI R E TSI GE RE DE PROFES IONAL NGINEER STATE OF CA FI ORN AI C83934 EXP. 9-30-25 L EX CE L L E CNE . PA SS I ON . PER FORMA NCE . LAND SURVEYING - MEP, CIVIL & STRUCTURAL ENGINEERING - DESIGN DPR2022-0028 AWC 1 12-6-2022 DPR2022-0028 SPA2023-0001 PROPOSED 2ND LEVEL FLOOR PLAN A-2.1
12 MECH CHASE MECH CHASE CHASE
CHASE
OFFICE 1
247 SQ. FT.

CLASSROOM 18
925 SQ. FT.
(GRADE 8)
(29 STUDENTS)
CLASSROOM 19
799 SQ. FT.
(GRADE 7)
(29 STUDENTS)
CLASSROOM 20
716 SQ. FT.
(GRADE 7)
(29 STUDENTS)

COLLABORATIVE SPACE
1,167 SQ. FT.

COLLABORATIVE SPACE
979 SQ. FT.

CLASSROOM 21
737 SQ. FT.
(GRADE 8)
(29 STUDENTS)
CLASSROOM 22
729 SQ. FT.
(GRADE 7/8)
(29 STUDENTS)
CLASSROOM 23
870 SQ. FT.
(GRADE 6)
(29 STUDENTS)
PROPOSED 3RD LEVEL FLOOR PLAN
SCALE: 1/8" = 1'-0"
CLASSROOM 24
846 SQ. FT.
(HIGH SCHOOL LEARNING ZONE)
(29 STUDENTS)
CLASSROOM 25
883 SQ. FT.
(GRADE 6-8 ENRICHMENT)
(29 STUDENTS)
CLASSROOM 26
865 SQ. FT.
(SPECIAL ED RESOURCE ROOM)

ARTS LAB
925 SQ. FT.

R.R.
67 SQ. FT.

R.R.
100 SQ. FT.
(E) CONFERENCE RM.
613 SQ. FT.

STORAGE
55 SQ. FT.

STORAGE
45 SQ. FT. (E)UTILIITY
55 SQ.

FT.

CORRIDOR
805 SQ. FT.
(E)

STAIRWELL
EX.

STAIRWELL
23'-8" 22'-3" 19'-11" 12'-1" 12'-1" 23'-1" 43'-0" 20'-10" 31'-3" 29'-1" 28'-5" 29'-8" 43'-1" 8'-7" 8'-8" 4'-8" 28'-2" 20'-9" 9'-3" 7'-11"

STORAGE
91 SQ. FT.
(E) UTILITY
97 SQ. FT.
(E) R.R.
184 SQ. FT.
(E) R.R.
187 SQ. FT. EX. STAIRS DOWN EX. STAIRS DOWN EX. STAIRS DOWN DWN EX. STAIRS DOWN EX. STAIRS DOWN

STORAGE
67 SQ. FT.

STORAGE
57 SQ. FT.
(E) BREAK ROOM
166 SQ. FT. (E) DATA
166 SQ. FT. 39'-4"
OFFICE 2
247 SQ. FT. (E) ELEVATOR (E) ELEVATOR
20'-7" 18'-8"
9'-2"
28'-4"
(E)

STAIRWELL
E6 E6
E10
E5 E5
D5
D5 D5 D5 D5 D5
D5 D5
D5 D5
D4 D4
E6
SINK
SINK
SINK

SINK SINK SINK SINK SINK SINK SINK
SINK SINK REF. SINK
W1
W4
F3
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C2
W1
W5
F1
C3
W1
W5
F2
C3
W1
W3
W4
F3
C3
W1
W3
W4
F3
C3
W1
F1
C3
W5
W1
F1
C3
W5
W1
F1
C3
W5
W1
W5
F2
C2
W1
W5
F2
C2
W1
W5
F2
C2
W1
W5
F2
C3
W1
W5
F2
C2 W1
W5
F2
C2
4 4
S6 S6
S6
16 4
S2 4
S2 S2
S8 S7
7 8
10 REF.
12 14
17 15 15 15
W1
W5
F2
C2
SEE SHEET A-10 &
A-10.1 FOR ENLARGED

RESTROOM PLANS AND
NOTES
E7
E7 E7
E7
E7 22 RISERS 7" RISE 11" RUN F.F. TO F.F. 12'-10" 22 RISERS 7" RISE 11" RUN F.F. TO F.F. 12'-10" E7
D3 D3
D3
D3 D3
W1
W3
W4
F3
C1 W1
W3
W4
F3
C1
W1
W5
F2
C2
W1
W5
F2
C2
6'-0" x 7'-0" S.F.
3'-0" x 7'-0"
4'-0" x 4'-0" ALUMINUM
FRAME 1 X-O
EXISTING DOUBLE 36" DOOR - SELF CLOSING - NO LATCHING DEVICE PRESENT - NO SPECIAL KNOWLEDGE REQ. TO OPERATE
- ALL HARDWARE TO BE NICKEL PLATED W/ SATIN FINISH U.N.O. - ALL HOLLOW CORE METAL FRAMES BY: TIMLEY OR EQUAL
- ALL STORE FRONT HARDWARE BY: PASCO OR EQUAL
- PANIC BAR HARDWARE SHALL BE LISTED IN ACCORDANCE WITH UL 305/UL 10C AND HAVE A MAXIMUM UNLATCHING FORCE THAT SHALL NOT EXCEED 15#
6'-0" x 7'-0" 2 H.C.M.

E2
E1
D1

DOOR SCHEDULE

WINDOW SCHEDULE
SIZE# QTY. TYPE MATL. REMARKS
2 2
1-3/4"
1-3/4"

PROPOSED DOORS

EXISTING DOORS
# SIZE THK. QTY. TYPE. REMARKS
1 A READILY VISIBLE DURABLE SIGN SHALL BE POSTED ON THE EGRESS SIDE OF THE MAIN ENTRANCE DOUBLE DOORS STATING: “THIS DOOR TO REMAIN UNLOCKED WHEN THIS SPACE IS OCCUPIED” THE SIGN SHALL BE IN LETTERS 1 INCH HIGH ON A CONTRASTING BACKGROUND E3 3'-0" x 7'-0" 1-3/4" 2
E4 4'-0" x 7'-0" 1-3/4" 1 H.C.M.

PASS THROUGH WINDOW - TEMPERED
10'-0" x 5'-0" ALUMINUM
FRAME 2 1
NOTES:

HARDWARE:
• (3) 4A. BALL BEARING HINGES
BB1279, 4-1/2" x 4-1/2"
BY: HAGER OR EQUAL
• (1) PUSH / PULL PLATES
BY: SCHLAGE OR EQUAL
• (1) CLOSER - LCN 1460
WHEN REQUIRED.

BY: LCN OR EQUAL
• FLOOR STOP -FS17
BY: IVES OR EQUAL
• (1) SILENCER -SR64
BY: IVES OR EQUAL
• 10" HI. KICK PLATE NO.
8400-S32D (PUSH SIDE)
BY: IVES OR EQUAL 34" - 44" TYP.
- ALL DOORS SHALL HAVE LEVER HARDWARE (HANDLE). THE LEVER HARDWARE SHALL BE CURVED WITH A RETURN TO WITHIN 1/2" OF THE DOOR TO PREVENT CATCHING ON THE CLOTHING OF PERSONS EGRESS PER SECTION 11B-404.2.8 AND PART 2, PER SECTION 12-10-202F REQUIREMENTS FOR LEVER HARDWARE AS ADOPTED BY THE STATE FIRE MARSHAL.
- DOOR CLOSER SHALL BE ADJUSTED SO THAT FROM AN OPEN POSITION OF 90 DEGREES, THE TIME REQUIRED TO MOVE THE DOOR TO A POSITION OF 12 DEGREES FROM THE LATCH IN 5 SECONDS MINIMUM PER SECTION 11B-404.2.8.
- DOOR OPENING FORCE OF 5 POUNDS MAXIMUM FOR INTERIOR AND EXTERIOR DOORS. A DOOR OPENING FORCE OF
15 POUNDS MAXIMUM FOR ALL FIRE RATED DOORS SHALL BE PROVIDED PER SECTION 11B-404.2.9 OF CALIFORNIA BUILDING CODE 2022.
- ALL DOORS SHALL COMPLY WITH C.B.C. 2022 SECTION 1008.1.9 THRU SECTION 1008.1.10.2. - ALL DOOR GLAZING SHALL BE TEMPERED GLASS.
- DOORS USED AS MEANS OF EGRESS SHALL BE EQUIPPED WITH FULL PANIC HARDWARE PER C.BC. 2022 SECTION 1008.1.10 - SEE EGRESS PLAN.

DOOR

SEE ADA SIGNAGE
INFORMATION 10" MIN.

LINE OF F.F.

PROPOSED DOOR ELEVATIONS

DOOR HARDWARE NOTES
D6
HARDWARE:
• (3) 4A. BALL BEARING HINGES
BB1279, 4-1/2" x 4-1/2"
BY: HAGER OR EQUAL
• (3) SILENCERS - SR64
BY: IVES OR EQUAL
• (1) CLOSER - ITS96 SERIES
WHEN REQUIRED.

BY: DORMA OR EQUAL
• FLOOR STOP -FS17
BY: IVES OR EQUAL
• PANIC HARDWARE - HAGER 4500 SERIES
BY: HAGER HINGE SIDE OF DOOR

DOOR HINGE SIDE OF DOOR
LINE OF F.F. 10" MIN.

T T DOOR
HARDWARE:
• (3) 4A. BALL BEARING HINGES
BB1279, 4-1/2" x 4-1/2"
BY: HAGER OR EUAL
• (1) LOCKSET AL80PD F84 NEP-619
BY: SCHLAGE OR EQUAL
• (3) SILENCERS - SR64
BY: IVES OR EQUAL
• (2) CLOSER - ITS96 SERIES
BY: DORMA OR EQUAL
• FLOOR STOP -FS17
BY: IVES OR EQUAL HINGE SIDE OF DOOR HINGE SIDE OF DOOR 1/2" THICK

TEMPERED GLASS
D1 D2 HINGE SIDE OF DOOR
HARDWARE:
• (3) 4A. BALL BEARING HINGES
BB1279, 4-1/2" x 4-1/2"
BY: HAGER OR EQUAL
• (3) SILENCERS - SR64
BY: IVES OR EQUAL
• (1) CLOSER - ITS96 SERIES
WHEN REQUIRED.

BY: DORMA OR EQUAL
• FLOOR STOP -FS17
BY: IVES OR EQUAL
• SEE THRU WINDOW TO BE
1/2" TEMPERED GLASS
OPTIONAL WINDOW:
1/2" THICK TEMPERED
GLASS

DOOR HINGE SIDE OF DOOR
LINE OF F.F.

D3
T
LINE OF F.F.

D2
D3
D4
D5
D6
D7
3'-0" x 7'-0" 15 H.C.M.
3'-0" x 7'-0" 5 H.C.M.
3'-0" x 7'-0" 25 H.C.M.
3'-0" x 7'-0" 7 H.C.M.
6'-0" x 7'-0" 1 H.C.M.

DBL. 36" DOOR - SELF CLOSING - PROVIDE PANIC HARDWARE - NO SPECIAL KNOWLEDGE REQ. TO OPERATE - 20 MIN FIRE RATED
6'-0" x 7'-0" 2 S.F. DBL. 36" DOOR - SELF CLOSING - NO SPECIAL KNOWLEDGE REQ. TO

OPERATE
36" DOOR - SELF CLOSING - NO SPECIAL KNOWLEDGE REQ. TO OPERATE

PROVIDED SIGNAGE AS NECESSARY
36" DOOR - SELF CLOSING - NO SPECIAL KNOWLEDGE REQ. TO OPERATE - 20 MIN. RATED

SYMBOL DESCRIPTION

EXISTING CONCRETE TILT UP WALL
EXISTING 2X STUD WALL @16" O.C.

WALL LEGEND
PROPOSED 2X FRAMED WALL
LOCATION OF REQUIRED 1 HR. FIRE WALL
EXISTING 36" DOOR - SELF CLOSING - NO SPECIAL KNOWLEDGE REQ. TO OPERATE H.C.M.

S.F. EXISTING 36" DOOR - SELF CLOSING - NO LATCHING DEVICE PRESENT - NO SPECIAL KNOWLEDGE REQ. TO OPERATE
EXISTING 48" DOOR - SELF CLOSING - NO LATCHING DEVICE PRESENT - NO SPECIAL KNOWLEDGE REQ. TO OPERATE
E5 3'-0" x 7'-0" 1-3/4" 5
EXISTING 36" DOOR - SELF CLOSING - NO SPECIAL KNOWLEDGE REQ. TO OPERATE S.C.S.

E6
E7
E8
E9
EXISTING 36" DOOR - SELF CLOSING - W/ PANIC HARDWARE - NO SPECIAL KNOWLEDGE REQ. TO OPERATE - 20 MIN FIRE RATED
3'-0" x 7'-0" 1-3/4" S.C.S.

EXISTING 36" DOOR - SELF CLOSING - NO SPECIAL KNOWLEDGE REQ. TO OPERATE - 20 MIN FIRE RATED
3'-0" x 7'-0" 1-3/4" S.C.S.
3'-0" x 7'-0" S.C.S.
1-3/4" S.F.
1-3/4"
3'-0" x 7'-0" 1
EXISTING 36" DOOR - SELF CLOSING - NO SPECIAL KNOWLEDGE REQ. TO

OPERATE
EXISTING 36" DOOR - SELF CLOSING - NO SPECIAL KNOWLEDGE REQ. TO

OPERATE
- ALL EXTERIOR WINDOWS ARE EXISTING TO REMAIN
7 21
E10 6'-0" x 7'-0" 1-3/4" 1
1 EXISTING DOUBLE 36" DOOR - SELF CLOSING NO SPECIAL KNOWLEDGE REQ.

TO OPERATE S.C.S.
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
1-3/4"
36" DOOR - SELF CLOSING - NO SPECIAL KNOWLEDGE REQ. TO OPERATE 36" DOOR - SELF CLOSING - NO SPECIAL KNOWLEDGE REQ. TO OPERATE

W/ KICK PLATE
DBL. 36" DOOR - SELF CLOSING - NO SPECIAL KNOWLEDGE REQ. TO

OPERATE
D4 D5
D7

X-O PASS THROUGH WINDOW - TEMPERED PROJECT TITLE SHEET DESCRIPTION

SHEET OF REV BY DATE DESCRIPTION

SHEET IDENTIFIER

DRAWN BY

PROJECT NUMBER
R02007
AWC

CHECKED BY
JHJ

REVISION
3/18/2024
DATE SPRINGS CHARTER SCHOOL 2115 COMPTON AVE. CORONA, CA 92881 COMMERCIAL TENANT IMPROVEMENT FOR PHONE: (888) 827-7140 FAX: (888) 827-9724 27919 JEFFERSON AVE., STE. 201 TEMECULA, CA 83934 SEAL-ENGINEER: R.C.E. NO. DATE PREPARED BY: KOLIBRIEN EMAIL: [email protected] WEB: WWW.KOLIBRIEN.BIZ JOHN H. JOHNSON 3/18/2024 J
ON SNHOJ H.

NHO
C
L
IVI
R
E

TSI GE RE
DE

PROFES IONAL NGINEER
STATE
OF
CA
FI ORN AI C83934 EXP. 9-30-25
L

EX CE L L E CNE
. PA SS I O
N . PER FORMA NCE . LAND SURVEYING - MEP, CIVIL & STRUCTURAL ENGINEERING - DESIGN DPR2022-0028 AWC1 12-6-2022 DPR2022-0028 SPA2023-0001 PROPOSED 3RD LEVEL FLOOR PLAN A-3.1
14 1
Drop-off & Pick-up Procedure
Rules & Acknowledgement
Dear Springs Charter School Parents & Guardians,
To better ensure the safety of your student and to make our best effort to not impede the flow of traffic at and around our campus, it is imperative that you abide by the rules and procedures regarding Drop-off & Pick-up explained in this letter.

Drop-off & Pick-up Procedures
Drop-off:
o Comply with all directions from safety patrol supervisors; continuously drive forward along the prescribed route in the parking lot until you reach the Drop-off/Pick-up Zone in front of the school.
o Please refer to the Drop-off/Pick-up Zone illustration on page 2 of this letter. o Have your student be prepared to exit the vehicle promptly (jackets and backpacks on; materials gathered).
o Have your student(s) exit the vehicle quickly and safely; drive forward to the street exit. o Do not travel through neighboring properties/parking lots on your way to or from the school.
o Please refer to the attached Traffic Flow and Traffic Flow Overview for guidance.

Pick-up:
o Comply with all directions from safety patrol supervisors; continuously drive forward along the prescribed route in the parking lot until you reach the Drop-off/Pick-up Zone in front of the school.
o Please refer to the Drop-off/Pick-up Zone illustration on page 2 of this letter. o Students will assemble with their classes.
o As parents turn into the parking lot, students will be called to line up in the Pick-up/Drop-off Zone.
o We expect prompt pick-up, not later than 10 minutes after dismissal. o If someone other than a parent is picking up a student, that person must be listed on the emergency form.
o Parents are not permitted to walk their student(s) into their classroom in the morning or park and meet them at their classroom in the afternoon. o Do not travel through neighboring properties/parking lots on your way to or from the school.
o Please refer to the attached Traffic Flow and Traffic Flow Overview for guidance.

Anyone observed to be in violation of any of the rules and conditions described herein, must meet with an administrator to discuss further action.

Thank you in advance for all your help and cooperation in ensuring the safety of your student.

Revision

1.1 RIVER SPRINGS CHARTER SCHOOLS
2115 COMPTON AVE.,
CORONA, CA 92881

SCHOOL TRAFFIC FLOW

PROHIBITED ROUTES

DO NOT DRIVE THROUGH NEIGHBORING PARKING LOTS

AS A ROUTE TO OR FROM DROP-OFF/PICK-UP
Notice of Exemption FORM “A”

NOTICE OF EXEMPTION
TO:
☐ Office of Planning and Research
P. O. Box 3044, Room 113
Sacramento, CA 95812-3044
FROM:
(Public
Agency)
Name: City of Corona
Address: Planning & Development Dept.
400 S. Vicentia Ave., Suite 120
Corona, CA 92882
Telephone: 951-736-2434
☒ Clerk of the Board of Supervisors
County of Riverside
Address: 4080 Lemon Street,
Riverside, CA 92501

1. Project Title: Specific Plan Amendment 2023-0001 and Conditional Use Permit 2023-0017

2. Project Applicant: River Springs Charter Schools
2774 Jefferson Avenue, Temecula, CA 92590

3. Project Location – Identify street address and cross streets or attach a map showing project site
(preferably a USGS 15’ or 7 1/2’ topographical map
identified by quadrangle name):

Specific Plan Amendment 2023-0001 (SPA2023-0001)
affects the Commercial District within the El Cerrito
Specific Plan in the City of Corona, CA., the general
location is along the west side of the Interstate 15 between north of Sampson Avenue between California Avenue to
the north and Taber Road to the south.

Conditional Use Permit 2023-0017 (CUP2023-0017)
pertains to 2115 Compton Avenue Street, Corona, CA.
(APN: 278-060-035)

4. (a) Project Location – City: Corona (b) Project Location – County: Riverside

5. Description of nature, purpose, and beneficiaries of Project:

SPA2023-0001 is a Specific Plan Amendment to amend
Section 12.8.3 of the El Cerrito Specific Plan (SP91-2) to allow educational school use in the Commercial (C)
District subject to conditional use permit review.

CUP2023-0017 is an application to establish and operate an education school serving kindergarten through 12th
grade students within an existing 3-story commercial
building with outdoor play areas located on a 2.7 acres site in the Commercial (C) designation of the El Cerrito
Specific Plan (SP 91-2).

6. Name of Public Agency approving project: City of Corona

7. Name of Person or Agency undertaking the project,
including any person undertaking an activity that
receives financial assistance from the Public Agency
as part of the activity or the person receiving a lease, permit, license, certificate, or other entitlement of use from the Public Agency as part of the activity:

River Springs Chater Schools
2774 Jefferson Avenue, Temecula, CA 92590

8. Exempt status: (check one)
(a) ☐ Ministerial project. (Pub. Resources Code § 21080(b)(1); State CEQA Guidelines § 15268)
Notice of Exemption FORM “A”
(b) ☐ Not a project.
(c) ☐ Emergency Project. (Pub. Resources Code § 21080(b)(4); State CEQA Guidelines § 15269(b),(c))
(d) ☒ Categorical Exemption.

State type and section number:

CUP2023-0017 is covered by Section 15301 of the State
Guidelines for the California Environmental Quality Act (CEQA), the project qualifies as a Class 1 (Existing
Facilities) categorical exemption.
(e) ☐ Declared Emergency. (Pub. Resources Code § 21080(b)(3); State CEQA Guidelines § 15269(a))
(f) ☐ Statutory Exemption.

State Code section number:
(g) ☒ Other. Explanation: SPA2023-0001 is covered by the Common Sense Exemption under Section 15061(b)(3) of the State
Guidelines for CEQA.

9. Reason why project was exempt: SPA2023-0001 consists of a text revision to a specific plan to allow educational school use subject to conditional use permit review. Therefore, there is no possibility that the proposed text revision will have a significant effect on the environment.

CUP2023-0017 is a request to establish and operate an
educational school within an existing commercial building, the school instructions will be contained entirely inside the building and no expansion is proposed to the existing
commercial building, outdoor recreation areas are proposed for lunch and recess breaks, the project requires tenant improvement and grading permits therefore the project
qualifies as a Class 1 (Existing Facilities) categorical exemption.

10. Lead Agency Contact Person:

Telephone:

Eva Choi, Senior Planner
951-736-2437

11. If filed by applicant: Attach Preliminary Exemption Assessment (Form “A”) before filing.

12. Has a Notice of Exemption been filed by the public agency approving the project? Yes ☒ No ☐

13. Was a public hearing held by the Lead Agency to consider the exemption? Yes ☒ No ☐ If yes, the date of the public hearing was: April 8, 2024 ________________________________
Signature Date: Click to enter date
________________________________
Name Title: Click to enter title
☐ Signed by Lead Agency ☐ Signed by Applicant
Date Received for Filing: Click to enter date
(Clerk Stamp Here)
Authority cited: Sections 21083 and 21110, Public Resources Code.

Reference: Sections 21108, 21152, and 21152.1, Public Resources Code.