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