Agenda packet — La Palma City Council, February 3, 2026 (part 2 of 2)

Created: 2021-10-05 08:39:49 [EST]
(Supp. No. 6)

Page 5 of 6 ends

(Ord. No. 2015-01, § 3, 5-5-2015)
Sec. 44-366. Loading.
(a) Every hospital, institution, hotel, commercial, or industrial building shall have and maintain off-street loading spaces in addition to required off-street parking requirements as follows:

TABLE III-9. LOADING REQUIREMENTS BY LAND USE AND BUILDING SIZE Type A loading spaces shall be not less than 20 feet in length and 12 feet in width, with 14 feet of vertical clearance.

Type B loading spaces shall be not less than 40 feet in length and 12 feet in width, with 14 feet of vertical clearance.

Total Gross Floor Area (Square Feet) Loading Spaces Required Commercial Buildings
3,000 to 15,000 One Type A
15,001 to 50,000 Two Type A
50,001 and over Three Type A
Hospitals and Institutions
3,000 to 20,000 One Type A
20,001 to 50,000 Two Type A
50,001 to 80,000 Three Type A

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Created: 2021-10-05 08:39:49 [EST]
(Supp. No. 6)

Page 6 of 6 ends

80,001 to 110,000 Four Type A
110,001 and over Five Type A
Hotels and Office Buildings
3,500 to 50,000 One Type A
50,001 to 100,000 Two Type A
100,001 and over Three Type A
Industrial Buildings
3,000 to 15,000 One Type B
15,001 to 50,000 Two Type B
50,001 and over Three Type B
(b) Loading areas shall be clearly marked with striping and lettering to indicate that such areas are for loading purposes only. Parking and circulation areas shall not be used for loading purposes. (c) Loading areas may be used for truck parking when the associated facility is closed. (d) Loading, unloading, opening, closing, or other handling of boxes, crates, containers, building materials, garbage cans, or similar objects shall not occur in commercial or industrial areas abutting residential zoning districts between the hours of 7:00 p.m. and 7:00 a.m.
(Ord. No. 2015-01, § 3, 5-5-2015; Ord. No. 2021-01 , § 6, 8-3-2021) Secs. 44-367—44-390. Reserved.

Page 142 of 173 ends

BUILDING CODE ANALYSIS
CONSTRUCTION TYPE: VB, FULLY SPRINKLERED NFPA 13OCCUPANCY CLASSIFICATION: A3, B, S1 NON-SEPARATED

ALLOWABLE ACTUAL
PER CBC TABLE 504.3HEIGHT*USE A OCCUPANCY, MOST RESTRICTIVE 60'-0" * 34'-0"
PER CBC TABLE 504.4STORIESPER CBC TABLE 506.2AREA
2 8,103 SF (1ST FLR)
2,486 SF (2ND FLR)
10,589 SF (TOTAL)
2 *
18,000 SF *18,000 SF *36,000 SF *
*USE A OCCUPANCY, MOST RESTRICTIVE*USE A OCCUPANCY, MOST RESTRICTIVE

SCOPE OF WORK
LOT LINE ADJUSTMENT 25-1:• COMBINE APN# 262-042-30 (4982 LA PALMA AVENUE) WITH APN #242-042-33 & #242-042-66 (8081 MOODY STREET) UNDER OWNERSHIP OF 8081 MOODY STREET (CALIFORNIA JOINT POWERS INSURANCE AUTHORITY) PRECISE PLAN 291:
• CONSTRUCTION OF 2-STORY, 10,589 SF CONSTRUCTION TYPE VB FULLY SPRINKLERED NFPA 13 BUILDING. BUILDING WILL HOUSE STAFF OFFICES, MEETING ROOMS AND BREAK AREA, AS WELL

AS STUDIO & PRODUCTION SUITE UTILIZED FOR PODCAST / BROADCAST PROGRAM MASTER SIGN PLAN 25-1:• INSTALLATION OF NEW MONUMENT SIGN (AT CORNER OF LA PALMA AVENUE & MOODY STREET)CONDITIONAL USE PERMIT 399:• FOR ALTERNATIVES TO CITY'S PARKING STANDARDSNOTE - PROJECT SHALL BE COMPLIANT WITH ALL THE REQUIREMENTS FROM CHAPTER 48 OF THE CALIFORNIA FIRE CODE.

PROJECT DIRECTORY
OWNER:CALIFORNIA JOINT POWERS INSURANCE AUTHORITY8081 MOODY STREETLA PALMA, CA 90623CONTACT: GREG POWERS, RED BRICK CONSULTING INC.TEL: (949) 573 - 2195EMAIL: [email protected]/ APPLICANT:ELEMENTS ARCHITECTURE, INC.6B LIBERTY, SUITE 100 ALISO VIEJO, CA 92656
CONTACT: M. STEVEN CAMP, AIA, ARCHITECT; PRINCIPALTEL: (949) 488 - 0865 EMAIL: [email protected] ENGINEER:CORE CIVIL ENGINEERING, INC.23172 PLAZA PONT DR, #145LAGUNA HILLS, CA 92653CONTACT: ROBERT STYLETEL: (949) 954-7244EMAIL: [email protected]

VICINITY MAPKEY PLAN
CIVILC-1 TITLE SHEETC-2 DEMOLITION PLANC-3 PRELIMINARY GRADING & DRAINAGE PLANC-4 SECTIONS & DETAILSC-5 DETAILSC-6 EROSION CONTROL PLANC-7 SOIL RECOMMENDATIONS ADDRESS 8081 MOODY STREET
LA PALMA, CA 90623
APN 262-042-66, 262-042-33, 262-042-30
LOT 07TRACT 8020ZONING NC - NEIGHBORHOOD COMMERCIAL

PROJECT DESCRIPTION
SEE A2-4 FOR COMPLETE BUILDING DATA
SEE A1-2a FOR COMPLETE SITE DATA

ELECTRICAL SOUTHERN CALIFORNIA EDISONNATURAL GAS SOUTHERN CALIFORNIA GASWATER & SEWER CITY OF LA PALMAWASTE EDCO DISPOSAL

UTILITY PROVIDERS
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

COVER SHEET
A0-0

SHEET INDEX
SHEET NO. DESCRIPTIONARCHITECTURALA0-0 COVER SHEET
A1-0a EXISTING SITE / PLOT PLANA1-0b SITE SURVEY PLAN (FOR REFERENCE)A1-0c EXISTING SITE PHOTOSA1-1 DEMOLITION SITE PLANA1-2 PROPOSED SITE PLANA1-2a PROPOSED STRIPING & DIMENSIONS PLANA1-3 CONCEPTUAL FIRE MASTER PLANA1-4a CONCEPTUAL SITE LIGHTING PLANA1-4b SITE PHOTOMETRICS PLANA1-5 CONCEPTUAL LANDSCAPE PLANA1-6 ENLARGED SITE & COURTYARD PLANA2-1 GROUND FLOOR PLANA2-2 SECOND FLOOR PLANA2-3 ROOF PLANA2-4 BUILDING CODE ANALYSIS PLANSA2-5 FIRE CODE ANALYSIS PLANA3-1 PROPOSED ELEVATIONSA3-2 PROPOSED ELEVATIONSA3-3 TRASH ENCLOSURE PLANS & ELEVATIONSA3-4 MONUMENT SIGN PLAN & ELEVATIONA4-1 DIGITAL MATERIAL BOARDA4-2 CONCEPT REFERENCE SKETCHESA5-1 CONCEPTUAL SECTIONS

MOODY STREET

LA PALMA AVENUE

PROJECT LOCATION
EXISTING CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CAMPUSPROJECT LOCATION: VACANT LOT; TO BE CONSOLIDATED UNDER LLA NC

NEIGHBORHOOD

COMMERCIAL
R-1

SINGLE FAMILY
R-1

SINGLE FAMILY
PND

PLANNED

NEIGHBORHOOD
DEV.

NEIGHBORHOOD

COMMERCIAL
NC R-3 MULTIPLE-FAMILY RESIDENTIAL

LOS COYOTES

ELEMENTARY SCHOOL

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LA PALMA AVENUE

MOODY STREET

EXISTING BUILDING A

EXISTING BUILDING B
EXISTING PARCEL LINE TO BE REMOVED, AND ADJACENT PROPERTIES COMBINED, UNDER LLA TOTAL AREA = 110,296 SF (E) DRIVEWAY
(E) DRIVEWAY

VACANT LOT
4982 LA PALMA AVENUE
LA PALMA, CA 90623
APN 262-042-30
22,300 SF

CALIFORNIA JPIA
8081 MOODY AVENUE
LA PALMA, CA 90623
APN 262-042-66 & 33
87,996 SF
N89 DEGREES 52'00" E 260.11'
N00 DEGREES 14'45" W 393.98'
N00 DEGREES 21'00" W 374.00'
N89 DEGREES 52'13" E 280.83'
130' - 0" 243' - 11 11/16"
373' - 11 11/16"
1 3
0' -
0 "
1 3
0' -
1 9
/
3 2
"
2 6
0' -
1 9
/
3 2
"
28' - 4"
135.
11 °

APPROXIMATE LOCATION OF SCE
EASEMENT TO CONSTRUCT, USE, MAINTAIN, OPERATE, ALTER, ADD TO, REPLACE, RECONSTRUCT, INSPECT, AND REMOVE AT ANY TIME AND FROM TIME TO TIME UNDERGROUND ELECTRICAL SUPPLY SYSTEMS AND COMMUNICATION SYSTEMS(GRANT OF EASEMENT A-6723, 10/2/98) 2 0' -
5 "
20' - 1" 79' - 4"
1 6
1' -
2 "
9 9' -
3 "
8,927 SF (GROUND FLOOR)3,117 SF (SECOND FLOOR)12,044 SF (TOTAL)HEIGHT = 34'-0" 3,756 SF (GROUND FLOOR)3,620 SF (SECOND FLOOR)7,376 SF (TOTAL)HEIGHT = 34'-0" 6 5' -
4 "
6 0' -
2 "
132' - 7" 71' - 7"
1 5
4' -
1 1
"
8' -
2 "
8' - 2"
11'
- 6"
3 2' -
1 1
"
45' - 0"
(E) DRIVEWAY (E) PUBLIC SIDEWALK
(E) PUBLIC SIDEWALK (E) DRIVEWAY

APPROXIMATE LOCATIONS OF DRIVEWAYS ACROSS STREET

APPROXIMATE LOCATIONS OF DRIVEWAYS ACROSS STREET
NOTE - NO DRIVEWAYS WITHIN 100' OF PROPERTY LINE ALONG LA PALMA NOTE - NO DRIVEWAYS WITHIN 100' OF PROPERTY LINE ALONG
(E) SEWER LINE, TYP. MOODY
(E) STORM DRAINS & GUTTER SYSTEM, TYP.
(E) FIRE HYDRANT LOCATION
(E) FIRE HYDRANT LOCATION
(E) FIRE HYDRANT LOCATION
(E) FIRE HYDRANT LOCATION
(E) UKNOWN VAULT
(E) SITE LIGHT POLE FIXTURES, TYP. (E) ELECTRICAL TRANSFORMER (E) TRASH ENCLOSURE
(E) WATER VAULT
(E) CATCH BASIN
(E) CATV PULLBOX (E) FIRE DPT VALVE (E) SEWER CLEANOUT
(E) ELECT PULLBOX
(E) CATV PULLBOX(E) POWER POLE
(E) TRAFFIC SIGNALS
(E) ELECT VAULT
(E) ELECT PULLBOX
(E) WATER METER, TYP.
(E) UKNOWN VAULT
EASEMENT FOR ROADS, RAILROADS, DITCHES & INCIDENTAL PURPOSES(REC. #24650) 30' - 0"
30' - 0"

EXISTING TRELLIS
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

EXISTING SITE / PLOT PLAN
A1-0a
NORTH
1" = 20'-0" 1 OVERALL SITE / PLOT PLAN

PARCEL MAP

Page 144 of 173 ends

6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

SITE SURVEY PLAN (FOR REFERENCE)
A1-0b

NOTE - THIS BUILDING HAS ALREADY BEEN DEMOLISHED

Page 145 of 173 ends

LA PALMA AVENUE

MOODY STREET

EXISTING BUILDING A

EXISTING BUILDING B
VACANT LOT4982 LA PALMA AVENUELA PALMA, CA 90623APN 262-042-30 CALIFORNIA JPIA8081 MOODY AVENUELA PALMA, CA 90623APN 262-042-66 & 33 A B
C D E
F
G
I
H
J
K
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

EXISTING SITE PHOTOS
A1-0c
1" = 40'-0" 1 EXISTING KEY SITE PLAN
NORTH

PHOTO A PHOTO B PHOTO C

PHOTO D PHOTO E PHOTO F

PHOTO G PHOTO H PHOTO I PHOTO J PHOTO K

Page 146 of 173 ends

UP
UP
N89 DEGREES 52'00" E 260.11'
N00 DEGREES 14'45" W 393.98'

LA PALMA AVENUE

MOODY STREET
N00 DEGREES 21'00" W 374.00'
N89 DEGREES 52'13" E 280.83'

EXISTING BUILDING A

EXISTING BUILDING B
01 02 03 04
08 07 06 05 14 13 12 11 10 09 20 19 18 17 16 15
21 22 23 24 25 26 27 28
34 33 32 31 30 29
46 45 44 43 42 41 40 39 38 37 36 3547 48 49
50 51 52
535455
57 565859
60 2.112.11

2.11 2.12

2.14 2.13

2.152.14

2.16 ALL SITE ELEMENTS AT EXISTING CAMPUS TO REMAIN, U.N.O.

EXISTING PROPERTY LINE, TYP.

2.17 (E) DRIVEWAY
(E) DRIVEWAY

2.192.18

2.19 2.20

2.132.23

2.23 28' - 11"
20' - 1"
2 0' -
4 "2
7' -
1 1
"

2.05 EASEMENT FOR STREET AND HIGHWAY PURPOSES

EASEMENT FOR STREET AND HIGHWAY PURPOSES

EASEMENT TO SCE PER RECORDED IN DEED

EASEMENT TO SCE RECORDED IN DEED TO BE

ABANDONED AS REQUIRED

EASEMENTS FOR PIPE LINE PURPOSES
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

DEMOLITION SITE PLAN
A1-1
NORTH
1" = 20'-0" 1 DEMOLITION SITE PLAN

ARCHITECTURAL KEYNOTES

KEYNOTE REFER TO CSI DIVISIONS AND PROJECT SPECIFICATIONS

2.05 EXISTING MOTORIZED VEHICULAR ENTRY GATE TO BE REMOVED AND REPLACED WITH NEW SET

FARTHER BACK FROM CURB

2.11 EXISTING SITE POLE LIGHT FIXTURE TO BE REMOVED IN COMPLETE2.12 EXISTING NONCOMPLIANT ACESSIBLE PARKING STALLS & AISLE TO BE FULLY REPLACED2.13 EXISTING CONCRETE DRIVEWAY TO BE REMOVED AND REPLACED WITH NEW PUBLIC SIDEWALK

PER CITY STANDARD

2.14 EXISTING ASPHALT PARKING LOT TO BE MODIFIED - TYP.2.15 EXISTING LANDSCAPING TO BE MODIFIED / RE-PLANTED - TYP.2.16 EXISTING CURB TO BE MODIFIED, & PARKING STALL REMOVED, AT DRIVEWAY2.17 EXISTING CONCRETE PAVING, CURBS, AND GRAVEL/DIRT TO BE REMOVED AT EXISTING VACANT LOT - TYP.

2.18 PORTION OF EXISTING WROUGHT-IRON FENCE TO BE REMOVED2.19 EXISTING 8'-0" H WROUGHT-IRON FENCE ALONG PROPERTY PERIMETER TO REMAIN, TYP.2.20 EXISTING NON-COMPLIANT TRASH ENCLOSURE, AND ADJACENT CURBS & LANDSCAPED AREAS, TO

BE REPLACED WITH NEW LARGER ENCLOSURE MEETING CITY STANDARD

2.23 EXISTING CONCRETE DRIVEWAY TO REMAIN - PROTECT IN PLACE NOTE - A CONSTRUCTION WASTE MANAGEMENT PLAN IS REQUIRED FOR ALL DEMOLITION AND CONSTRUCTION WORK -ALL WASTE GENERATED FROM DEMOLITION AND CONSTRUCTION SHALL GO TO "PARK DISPOSAL"

Page 147 of 173 ends

UP
UP
UP
UP
UP
N89 DEGREES 52'00" E 260.11'
N00 DEGREES 14'45" W 393.98'

LA PALMA AVENUE

MOODY STREET
N00 DEGREES 21'00" W 374.00'
N89 DEGREES 52'13" E 280.83'

EXISTING BUILDING A

EXISTING BUILDING B

PROPOSED

BUILDING C
ACCESSIBLE PATH OF TRAVEL FROM RIGHT-OF-WAYS & ACCESSIBLE PARKING SPACES TO MAIN BUILDING ENTRIES, TRASH ENCLOSURE AND EXISTING ADJACENT BUILDING - PATH OF TRAVEL SHALL NOT EXCEED 5% SLOPE AND 2% CROSS-SLOPE, EXCEPT AT CURB RAMPS WHERE SHOWN

NEW ACCESSIBLE & VAN ACCESSIBLE PARKING SPACES

NEW EV CAPABLE PARKING SPACES

5.01 5.01 5.02

ENLARGED SITE PLAN
T.E.

A1-6
1 32.01

32.03 32.03

EXISTING VEHICULAR INGRESS/EGRESS POINT

EXISTING VEHICULAR INGRESS/EGRESS POINTPROPOSED PEDESTRIAN INGRESS/EGRESS POINT

EXISTING PEDESTRIAN INGRESS/EGRESS POINT
A3-4
1 MONUMENT SIGN PLAN

32.1332.1432.1532.1632.1732.18

32.13 2.05
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

PROPOSED SITE PLAN
A1-2
1" = 20'-0" 1 PROPOSED SITE PLAN
NORTH

ARCHITECTURAL KEYNOTES

KEYNOTE REFER TO CSI DIVISIONS AND PROJECT SPECIFICATIONS

2.05 EXISTING MOTORIZED VEHICULAR ENTRY GATE TO BE REMOVED AND REPLACED WITH NEW SET

FARTHER BACK FROM CURB

5.01 NEW 8'-0" H WROUGHT-IRON FENCING ALONG PROPERTY PERIMETER TO MATCH EXISTING5.02 NEW 3'-0" W X 8'-0" H WROUGHT-IRON GATE WITH PANIC HARDWARE

32.01 NEW AREA OF ASPHALT PAVING32.03 EXISTING LOADING ZONE - PROVIDE NEW STRIPING PER CITY STANDARD32.13 NEW TURF / PERMEABLE PAVERS, TYP.32.14 NEW MONUMENT SIGN - SEE ENLARGED PLAN FOR MORE INFO32.15 NEW STAMPED CONCRETE TO MATCH EXISTING ADJACENT PAVING32.16 NEW FLAGSTONE PAVING AT COURTYARD TO MATCH EXISTING ADJACENT FLAGSTONE32.17 NEW RAISED PLANTER WITH TREE TO MATCH EXISTING ADJACENT, TYP.32.18 NEW CONC. PAVING, TYP.

NOTE - PER CALGREEN 5.106.4.1.1, NEITHER LONG TERM NOR SHORT TERM BICYCLE PARKING IS REQUIRED, AS PROJECT IS NOT INTENDED TO GENERATE VISITOR TRAFFIC NOR DOES IT PROPOSE TENANT PARKING SEE SHEET A1-2a FOR ALL SITE / PARKING DIMENSIONS, ANALYSES & CALCULATIONS

Page 148 of 173 ends

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UP
UP
UP
UP

CODE COMPLIANCE ANALYSIS
ADDRESS 8081 MOODY STREET
LA PALMA, CA 90623
APN 262-042-66 & 262-042-30LOT 07TRACT 8020ZONING NC - NEIGHBORHOOD COMMERCIAL ___________________________________________________________________________ LOT AREA 110,296 SF BUILDING AREA - TOTAL (GROSS) EXISTING BUILDING A 7,376 SF EXISTING BUILDING B 12,044 SFPROPOSED BUILDING C 10,589 SFTOTAL 30,009 SF

BUILDING AREA - FOOTPRINT
EXISTING BUILDING A 3,756 SF EXISTING BUILDING B 8,927 SFPROPOSED BUILDING C 8,103 SFTOTAL 20,786 SF

FLOOR AREA RATIO

LANDSCAPED AREA - WITHIN PARKING AREA

0.5 MAX

REQUIRED PROVIDED

0.27 3% MIN 44.6%

SETBACK FROM RIGHT-OF-WAYSETBACK FROM RESIDENTIAL DISTRICTSSETBACK FROM COMMERCIAL, OFFICE & INDUSTRIAL DISTRICTS 30'-0" 30'-0"30'-0" (E)20'-0" N/A
MAXIMUM BUILDING HEIGHT 35'-0" 34'-0"MAXIMUM NUMBER OF STORIES 4 2

PARKING ANALYSIS
TOTAL EXISTING PARKING COUNT 60 STALLSTOTAL PROPOSED PARKING COUNT (SERVING BUILDINGS A, B, C) 44 STANDARD STALLS 31 TANDEM (62 SINGLE STALL EQUIVALENT)75 TOTAL STALLS (106 SINGLE STALL EQ.)

PLEASE REFER TO PARKING MANAGEMENT PLAN FOR MORE INFO

REQUIRED PROVIDED
TOTAL NUMBER OF PROPOSED / ADDED PARKING STALLS 15 15

ELECTRIC VEHICLE PARKING STALLS

EV CAPABLE
FOR 10-25 STALLS PER CGBSC TABLE 5.106.5.3.1
EVCS
FOR 10-25 STALLS PER CGBSC TABLE 5.106.5.3.1
4 40 0
LOT COVERAGE N/A 18.8%
LANDSCAPED AREA - WITHIN NON-PARKING AREA 3% MIN 18.6%
TOTAL NUMBER OF PARKING STALLS 75 75
LOADING ZONES 2
(TYPE A) PER LA PALMA MUNICIPAL CODE TABLE III-9: COMMERCIAL BUILDINGS 15,0001 - 50,000 SF 2 (TYPE A)

ACCESSIBLE PARKING STALLS
STANDARD ACCESSIBLE 3 4
FOR 51-75 STALLS PER CBC TABLE 11B-208.2

VAN ACCESSIBLE
1 PER 6 STANDARD, PER CBC 11B-208.2.4
1 1
N89 DEGREES 52'00" E 260.11'
N00 DEGREES 14'45" W 393.98'

LA PALMA AVENUE

MOODY STREET
N00 DEGREES 21'00" W 374.00'
N89 DEGREES 52'13" E 280.83'

EXISTING

BUILDING A

EXISTING

BUILDING B
8' - 6"
20' - 3"

SETBACK
30' - 0"
SETBACK 30' - 0"
01 02 03
04 12 11 10 09 08 07 06 05 14 13
22 21 20 19
29 28 27 26 25 24
S
E
T
B
A
C
K
3 0' -
0 "
S
E
T
B
A
C
K
3 0' -
0 "
9' - 0" 9' - 0" 9' - 0" 5' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" DRIVE AISLE 25' - 0" 9' - 0" 5' - 0" 9' - 0" 9' - 0" 9' - 0"

PROPOSED

BUILDING C
8,103 SF (GROUND FLOOR)2,525 SF (SECOND FLOOR)10,589 SF (TOTAL GROSS)HEIGHT = 34'-0"OCCUPANCY = A3, B, S1 37 36 3435 3233 3031 394041 38
42 4546
47 48495051525356
57 58
59 61 62 64 65 6766 68 69 70 71
(E) ADA (E) ADA
9' - 0"
72 1718 16 15
73 (E) STALLS
(E) STALLS
(E) STALLS
(E) STALLS
(E) STALLS
(E) STALL
9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 9' - 0" 5' - 0" 9' - 0" 20' - 0" (E) STALLS
20' - 0"
NOTE - NO OBSTRUCTIONS (OVER 3') PROPOSED WITHIN TRAFFIC SAFETY TRIANGLE, SHOWN HATCHED 12' - 0"
20' - 0"
12' - 0"
20' - 0" (E) LOADING ZONE TYPE A
(E) LOADING ZONE TYPE A
9' - 0" 9' - 0"
18' - 0"
T.E.
8,927 SF (GROUND FLOOR)3,117 SF (SECOND FLOOR)12,044 SF (TOTAL)HEIGHT = 34'-0"OCCUPANCY = B 3,756 SF (GROUND FLOOR)3,620 SF (SECOND FLOOR)7,376 SF (TOTAL)HEIGHT = 34'-0"OCCUPANCY = B 1 0
8' -
4 "
(
N
8'-
0 "
W
R
O
U
G
H
T IR
ON
F
E
N
CIN
G
T
O
M
A
T
C
H
E
XIS
T.)
4' - 0"
60' - 0"
9' - 1"
25' - 0" 10' - 0" 5' - 0"
68' - 11" 127' - 0"
5' - 6"
13' - 0"
4' - 0"

PARALLEL STALL
23' - 0"

PARALLEL STALL
23' - 0" 5' - 0"
5' - 0" 9' - 0"
9' - 0"
8' - 0" 5' - 0"
5' - 0"5' - 0"

LOADING
21' - 4"
9' - 0" 8' - 0" 9' - 0"
1 8' -
0 "
2 5' -
0 "
25' - 0" 18' - 0"
54 5560
63 74 75
43 44
6' - 0"
6' - 0"
84' - 3"
64' - 1"
6' - 0"
4' - 0"
20' - 6" 6' - 0"
23 +/- 131' - 0" (N 8'-0" WROUGHT IRON FENCING TO MATCH EXIST.) 8' - 0"
6' - 5"
4' - 0"
3' - 6" 4' - 0" 3' - 6"
4' - 0"6' - 0"
4' - 0"
4' - 0"

NEW ACCESSIBLE & VAN ACCESSIBLE PARKING SPACES

NEW EV CAPABLE PARKING SPACES
0-25 0-24 0-23 0-22 0-21 0-20 0-19 0-18 0-17 0-16 0-15 0-14 0-13 0-12 0-11 0-10 0-09 0-08 0-07 0-06 0-05 0-04 0-03 0-02 0-01 0-31 0-30 0-29 0-28 0-27 0-26
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

PROPOSED STRIPING & DIMENSIONS PLAN
A1-2a
1" = 20'-0" 1 PROPOSED SITE PLAN (DIMENSIONS)
NORTH

Page 149 of 173 ends

UP
UP
UP
UP
UP
N89 DEGREES 52'00" E 260.11'
N00 DEGREES 14'45" W 393.98'

LA PALMA AVENUE

MOODY STREET
N00 DEGREES 21'00" W 374.00'
N89 DEGREES 52'13" E 280.83' EXISTING

BUILDING A

EXISTING BUILDING B
20' - 0" (E)
20' - 0" (E)

PROPOSED

BUILDING C
150' MAX HOSE PULL
(E) FIRE HYDRANT LOCATION
PROPOSED FIRE ACCESS LANE: CONCRETE PAVEMENT, SLOPE NOT TO EXCEED 15% AND CROSS-SLOPE NOT TO EXCEED 2% 20' - 0"
(E) FIRE HYDRANT LOCATION
(E) FIRE HYDRANT LOCATION
(E) FIRE HYDRANT LOCATION
(N) KNOX BOX AT (N) MANGATE LOCATION
(E) VEHICULAR GATE TO BE REMOVED AND REPLACED WITH NEW GATE SET AS FAR BACK FROM STREET AS POSSIBLE - CONTRACTOR SHALL PROVIDE NEW KNOX BOX PER OCFA REQUIREMENTS / STANDARDS 10' - 0"
(E) VEHICULAR GATE - CONTRACTOR SHALL CONFIRM (E) KNOX BOX LOCATION, OR IF NONE PROVIDE NEW KNOX BOX PER OCFA REQUIREMENTS / STANDARDS(E) MANGATE - CONTRACTOR SHALL CONFIRM (E) KNOX BOX LOCATION, OR IF NONE PROVIDE NEW KNOX BOX PER OCFA REQUIREMENTS / STANDARDS 10' - 0"
+/- 45' - 4"
+
/
-
3 3' -
0 "
+/- 51' - 10"
92' - 6"
8,103 SF (GROUND FLOOR)2,486 SF (SECOND FLOOR)10,589 SF (TOTAL)HEIGHT = 34'-0" 8,927 SF (GROUND FLOOR)3,117 SF (SECOND FLOOR)12,044 SF (TOTAL)HEIGHT = 34'-0" 3,756 SF (GROUND FLOOR)3,620 SF (SECOND FLOOR)7,376 SF (TOTAL)HEIGHT = 34'-0" T.E.

NOTE - ALL FIRE LANE WIDTHS SHALL BE MEASURED FROM TOP OF CURB FACE TO TOP OF CURB FACE FOR STANDARD VERTICAL CURBS R 40' - 0" R 20'
-
0"
R
40'
-
0"
R 20'
- 0"
R 40' - 0" R 20' - 0"
20' - 0"
20' - 0" PROPOSED FIRE ACCESS LANE

PROPOSED FIRE ACCESS LANE
(56'-0" MIN)
133' - 4"
(56'-0" MIN)
118' - 10"
+
/
-
4 3' -
3 "
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

CONCEPTUAL FIRE MASTER PLAN
A1-3
NORTH
1" = 20'-0" 1 CONCEPTUAL FIRE MASTER PLAN

FIRE HYDRANT MAP

PROJECT
SITE
300' RADIUS
FIRE HYDRANT, TYP.
+/-
346
'
+/- 242'
+/-
1 1
9 '
+/- 287'
+/- 325'
TOTAL BUILDING AREA = 30,009 SF, CONSTRUCTION TYPE VBPER CFC TABLE B105.1, FIRE FLOW = 4,750 GPMPER CFC C102.1, FOR FIRE FLOW REQUIREMENT OF 4,001 - 5,000:

MINIMUM NUMBER OF HYDRANTS = 5PROVIDED NUMBER OF HYDRANTS = 5 (SEE MAP ABOVE FOR LOCATIONS)AVERAGE SPACING BETWEEN HYDRANTS = 263.8' < 300' MAX

MINIMUM NUMBER OF HYDRANTS

Page 150 of 173 ends

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UP
UP

LA PALMA AVENUE

MOODY STREET

EXISTING BUILDING A

EXISTING BUILDING B

PROPOSED

BUILDING C
S1 S1
S1S1
(E) (E) (E) (E)
(E)
(E)
(E) (E)
(E) (E)

26.01 26.01

26.0126.01

2.21 T.E. S1 26.01
W W
W
W
W
W W

26.03 W
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

CONCEPTUAL SITE LIGHTING PLAN
A1-4a

ARCHITECTURAL KEYNOTES

KEYNOTE REFER TO CSI DIVISIONS AND PROJECT SPECIFICATIONS

2.21 EXISTING SITE POLE LIGHT FIXTURE TO REMAIN, TYP. U.N.O.

26.01 NEW 25'-0" H SITE POLE LIGHT FIXTURE26.03 NEW WALL-MOUNTED LIGHT FIXTURE, TYP. 1" = 20'-0" 1 PROPOSED SITE LIGHTING PLAN
NORTH
TYPE 'S' PROPOSED POLE LIGHT FIXTURE:SISTEMALUX - S7140N - 25'-0" HEIGHT EXISTING POLE LIGHT FIXTURES: ESTIMATED HEIGHT = 25'-0" TYPE 'W' PROPOSED WALL-MOUNTED FIXTURE:INVUE - CCW - SA - 2C - 740 - T4FT

Page 151 of 173 ends

6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

SITE PHOTOMETRICS PLAN
A1-4b

NOTE - EXISTING SITE LIGHT FIXTURES AT REMAINING PORTION OF CAMPUS

Page 152 of 173 ends

UP
UP
UP
N89 DEGREES 52'00" E 260.11'
N00 DEGREES 14'45" W 393.98'

LA PALMA AVENUE

MOODY STREET
N00 DEGREES 21'00" W 374.00'
N89 DEGREES 52'13" E 280.83'

EXISTING BUILDING A

EXISTING BUILDING B

PROPOSED

BUILDING C

EXTENT OF NEW PLANTINGS

ALL EXISTING

PLANTINGS TO
REMAIN U.N.O.

APPROXIMATE LOCATION OF P.O.C. TO (E) 1" DOMESTIC WATER LINEAPPROXIMATE LOCATION OF

PUMP & POWER METER FOR CISTERN - SEE CIVIL PLANS FOR CISTERN LOCATION & SPECIFICATION

APPROXIMATE LOCATION OF

NEW IRRIGATION CONTROLLER
NOTE - NEW PERIMETER PLANTINGS SHALL MATCH EXISTING ADJACENT, TYP.

NOTE - NEW PERIMETER PLANTINGS SHALL MATCH EXISTING ADJACENT, TYP.

BOTANICAL NAME COMMON NAME SIZE QUANTITYEXISTING VARIES VARIES VARIESCINNAMOMUM CAMPHORA CAMPHOR TREE 24" BOX 5SABEL PALMETTO CABBAGE PALM 24" BOX 5(INCLUDING 1 AT BALCONY ABOVE)MYRICA CERIFERA WAX MYRTLE 15 GAL 3ALBIZIA JULIBRISSIN MIMOSA TREE 24" BOX 1

PLANTING LEGEND

TREESSHRUBSVINESLAWN / TURF
BOTANICAL NAME COMMON NAME QUANTITYBOUGAINVILLEA BOUGAINVILLEA 29BOTANICAL NAME COMMON NAME SIZE QUANTITYCALLISTEMON VIMINALIS LITTLE JOHN 1 GAL 62PHORMIUM 'SUNDOWNER' NEW ZEALAND FLAX 5 GAL 14EREMOPHILA MACULATA RED VALENTINE RED EMU BUSH 5 GAL 25LOMANDRA MAT RUSHES 5 GAL 14PHORMIUM "JACK SPRATT" DWARF FLAX 5 GAL 12"TRUEGRID" PERMEABLE PAVING SYSTEM, OR SIM.NEW LAWN MATERIAL TO MATCH EXISTING ADJACENT - V.I.F. 6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

CONCEPTUAL LANDSCAPE PLAN
A1-5
NORTH1" = 20'-0" 1 CONCEPTUAL LANDSCAPE PLAN
ALL PROPOSED AREAS OF PLANTING SHALL HAVE NEW IRRIGATION SYSTEM MEETING MWELO REQUIREMENTS. NOTES:

ALL AREAS DEFICIENT IN PLANTING OR GROUND COVER SHALL RECEIVE 2" MIN LAYER OF BARK MULCH SEE SHEET A1-2a FOR ALL SITE ANALYSIS & LANDSCAPE AREA CALCULATIONS THE IRRIGATION IS SUPPLIED BY A POTABLE WATER CONNECTION.THERE IS NO SPECIAL LANDSCAPE AREA (SLA) AS PART OF THESE PLANS. PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIEDIRRIGATION DEVICES.CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR.A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES.A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT.A LANDSCAPE WASTE DIVERSION PLAN SHALL BE COMPLETED AND SUBMITTED WITH THE CERTIFICATE OF COMPLETION.A FINAL REPORT FOR THE TESTING AND ADJUSTING OF ALL NEW SYSTEMS SHALL BE COMPLETED PRIOR TO FINAL APPROVAL BY THE FIELD INSPECTOR. THIS REPORT SHALL BE SIGNED BY THE INDIVIDUAL RESPONSIBLE FOR PERFORMING THESE SERVICES.AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION.AT THE TIME OF FINAL INSPECTION, THE PERMIT APPLICANT MUST PROVIDE THE ARCHITECT, IOR, AND OAR OF THE PROPERTY WITH A CERTIFICATE OF COMPLETION, CERTIFICATE OF INSTALLATION, IRRIGATION SCHEDULE AND ASCHEDULE OF LANDSCAPE AND IRRIGATION MAINTENANCE.AN OPERATIONS AND SYSTEMS MANUAL SHALL BE PROVIDED TO THE OWNER OR REPRESENTATIVE AND TO THE FIELD INSPECTOR AT THE TIME OF FINAL INSPECTION.SYSTEM DESIGN IS BASED ON A MINIMUM OPERATING PRESSURE 65.0 (P.S.I.) AND A MAXIMUM DEMAND 30.0 (G.P.M.) AS SHOWN AT EACH POINT OF CONNECTION ON THE DRAWINGS. CONTRACTOR SHALL VERIFY PRESSURE AND DEMAND AT EACH POINT OF CONNECTION PRIOR TO COMMENCING INSTALLATION AND SUBMIT SUCH IN WRITING TO THE ARCHITECT, IOR, AND OAR. IF ANY DISCREPANCIES EXIST, THEY SHOULD BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ARCHITECT, IOR, AND OAR.CONTRACTORS SHALL FIELD VERIFY THAT ALL IRRIGATION EXISTING EQUIPMENT IS ON SITE AND IS OPERATIONAL (CONTROLLER, BACKFLOW PREVENTER, VALVES (NEW AND EXISTING) FLOW SENSOR, MASTER VALVE, MAINLINE, LATERAL LINES, ETC ALL. CONTACT THE ARCHITECT, IOR, AND OAR IF EQUIPMENT IS MISSING OR IN POOR CONDITION.

Page 153 of 173 ends

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EXISTING BUILDING A

PROPOSED BUILDING C
A3-3
1 NEW TRASH ENCLOSURE
T.E.

2.049.035.03
6' - 2"

32.10 32.08

32.16 32.06

9.02 20' - 3"

9.03 COURTYARD
5' - 6"
12' - 10" 57' - 2"

32.1932.06

32.15 32.07

4.01 32.1932.18
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

ENLARGED SITE & COURTYARD PLAN
A1-6
1" = 10'-0" 1 ENLARGED SITE PLAN
NORTH

ARCHITECTURAL KEYNOTES

KEYNOTE REFER TO CSI DIVISIONS AND PROJECT SPECIFICATIONS

2.04 EXISTING PERGOLA COLUMNS TO BE RELOCATED/REPLACED AS SHOWN4.01 STEPPED PLANTER WALL ADJACENT TO STAIR5.03 EXTERIOR STAIR WITH HANDRAIL BOTH SIDES & DECORATIVE

WROUGHT-IRON GUARDRAIL

9.02 PLANTER WALLS WITH INTEGRAL COLOR STUCCO FINISH, TYP.; OMEGA -

SANTA BARBARA FINISH - SNOW COLOR

9.03 DECORATIVE ARCH ENTRY ELEMENT WITH PLASTER FINISH & TERRACOTTA

TILE AT INSET

32.06 POTTED PALM @ BOTH SIDES OF ENTRYWAY - SEE LANDSCAPE PLAN FOR

MORE INFO

32.07 WALL-MOUNTED FOUNTAIN WITH TERRACOTTA & PATTERNED TILE ACCENTS32.08 CANOPY TREE WELL WITH BUILT-IN SEATING ELEMENT32.10 POCKETS FOR VINE GROWTH ALONG EXISTING BUILDING32.15 NEW STAMPED CONCRETE TO MATCH EXISTING ADJACENT PAVING32.16 NEW FLAGSTONE PAVING AT COURTYARD TO MATCH EXISTING ADJACENT

FLAGSTONE

32.18 NEW CONC. PAVING, TYP.32.19 NEW SALTILLO TILE TO MATCH EXISTING ADJACENT

Page 154 of 173 ends

EXISTING BUILDING A
1 A5-1
1 A3-1
2 A3-1
1 A3-2
2 A3-2
2 A5-1

6.02 21.01

5.03 9.02 9.03 8.06 8.02 6.05
9' - 0"
49' - 5" 20' - 3" 21' - 0" 36' - 4"
53' - 7" 6' - 5"
60' - 0"
20' - 8" 36' - 4"
57' - 0"
74' - 0"
40' - 0" 34' - 0"
4' - 0" 4' - 6" 2' - 1"
22' - 0"
27' - 6" 8' - 0" 2' - 7" 3' - 0" 2' - 0" 3' - 0" 3' - 0" 3' - 0" 1' - 6" 5' - 0" 12' - 0" 36' - 7"
9' - 0"
20' - 3" 60' - 0"
8' - 10"
9' - 1" 48' - 0"
15' - 0" 5' - 0" 31' - 0" 5' - 0"
8' - 0"
10' - 8" 10' - 8" 10' - 8" 10' - 8"
8' - 0"
7' - 6"
12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" 12' - 0" HALLWAY 101 1,308 SF MEETING ROOM 102 STORAGE 103 142 SF
OFFICE
107
MEN
116
JAN
115
WOMEN
114

STUDIO / STAGE
108 139 SF
OFFICE
106
127' - 0"

9.03 8.06

22.02 6.07

6.01 22.03

REF FRZ
FE
FE
5' - 0"
5' - 0"
NOTE FROM OWNER CLARIFYING PROGRAM: STUDIO IS DESIGNED TO HAVE TWO TO THREE STATIC SETS TO BE USED FOR DEVELOPMENT OF SHORTS AND NEWS FOR THE MEMBER AGENCIES. ONE SET WILL BE A DESK WIDE

ENOUGH TO SIT THREE PEOPLE AND HAVE A DISCUSSION, ONE WILL HAVE

A GREEN SCREEN WITH SOMEONE STANDING IN FRONT OF AND
PRESENTING ON A TOPIC, AND THE LAST AREA IS TWO CHAIRS WITH A TABLE FOR CONVERSATIONAL-TYPE SEGMENTS.THE PLAN IS FOR AN OUTSIDE PRODUCTION COMPANY TO SUPPORT THE EFFORT (AS HAS BEEN ONGOING) FOR A FEW DAYS OF PRODUCTION EACH MONTH TO RECORD MULTIPLE EPISODES OF UP TO THREE DIFFERENT SHOWS EACH TIME. THE EXISTING EMPLOYEES OF CJPIA WILL BE THE TALENT AND THIS SPACE IS INTENDED TO REPLACE THE CURRENT USAGE WITHIN A ROOM OF THE EXISTING BUILDING AND TO CREATE A PERMANENT SETUP.

CLOSET
105

BREAK ROOM
104
FE
FR
113

ELECTRICAL
112

GREEN ROOM
109

CONTROL ROOM &

STORAGE
111
RR
110
10' - 5" 6' - 0"
26' - 1" 13' - 6"
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

GROUND FLOOR PLAN
A2-1
3/16" = 1'-0" 1 PROPOSED GROUND FLOOR PLAN
NORTH

ARCHITECTURAL KEYNOTES

KEYNOTE REFER TO CSI DIVISIONS AND PROJECT SPECIFICATIONS

5.03 EXTERIOR STAIR WITH HANDRAIL BOTH SIDES & DECORATIVE

WROUGHT-IRON GUARDRAIL

6.01 COUNTERTOP WITH UPPER & LOWER CABINETRY, SINK &

UNDER-COUNTER REFRIGERATOR

6.02 COUNTERTOP WITH UPPER & LOWER CABINETRY, SINK &
'BREAK ROOM' STYLE APPLIANCES

6.05 BUILT-IN BENCH6.07 ISLAND COUNTERTOP WITH LOWER CABINETRY8.02 STOREFRONT / WINDOWS WITH DARK BRONZE ANODIZED FRAMING & GREY-TINTED LOW-E GLAZING, TYP.

8.06 FRENCH DOOR WITH STAINED WOOD VENEER FINISH, TYP.9.02 PLANTER WALLS WITH INTEGRAL COLOR STUCCO FINISH, TYP.; OMEGA - SANTA BARBARA FINISH - SNOW COLOR

9.03 DECORATIVE ARCH ENTRY ELEMENT WITH PLASTER FINISH &

TERRACOTTA TILE AT INSET

21.01 FIRE RISER LOCATION22.02 HI-LOW DRINKING FOUNTAIN IN ALCOVE22.03 JANITOR'S CLOSET WITH MOP SINK & WATER HEATER

Page 155 of 173 ends

CLEAR
5' - 6"

EXISTING BUILDING A
1 A5-1
1 A3-1
2 A3-1
1 A3-2
2 A3-2
12' - 4" 15' - 6" 13' - 9" 16' - 10" 14' - 6" (DUCT SHAFT) CLEAR 5' - 6" 5' - 6" 5' - 6"
5' - 6"

HALLWAY
201
170 SF
OFFICE
207
133 SF
OFFICE
208
FEFE
ROOF OVER 1-STORY

PORTION OF BLDG

23.01 162 SF
BREAK COURTYARD BELOW 209

5.04 9' - 0" 8' - 2" 6' - 0" 3' - 0" 2' - 6" JAN 213 SERVER / STOR. 210 ACCESS. RR
211
RR
212
174 SF
OFFICE
202
5' - 8"
14' - 0"
14' - 6" 16' - 3"

22.03 6.01

8.02 8.02

8.05 195 SF
OFFICE
203
12' - 3" 10' - 3" 12' - 9"

BALCONY
212
OFFICE
204
OFFICE
205
OFFICE
206
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

SECOND FLOOR PLAN
A2-2
3/16" = 1'-0" 1 PROPOSED SECOND FLOOR PLAN

ARCHITECTURAL KEYNOTES

KEYNOTE REFER TO CSI DIVISIONS AND PROJECT SPECIFICATIONS

5.04 'JULIETTE' STYLE BALCONY WITH DECORATIVE

WROUGHT-IRON GUARDRAIL AND BRACKETS

6.01 COUNTERTOP WITH UPPER & LOWER CABINETRY, SINK &

UNDER-COUNTER REFRIGERATOR

8.02 STOREFRONT / WINDOWS WITH DARK BRONZE ANODIZED
FRAMING & GREY-TINTED LOW-E GLAZING, TYP.

8.05 FRENCH DOOR WITH SIDELITE - TYP. AT ALL OFFICE ENTRIES

22.03 JANITOR'S CLOSET WITH MOP SINK & WATER HEATER23.01 OUTDOOR FIREPLACE FEATURE NORTH

Page 156 of 173 ends

1 A5-1
2 A5-1
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
3" / 1'-0"
11' - 0"
28' - 4" T.O. ROOF
T.O. EAVE
2' - 0"
2' - 0"
T.O. ROOF
T.O. EAVE
T.O. PARAPET
17' - 9"
44' - 0"
T.O. CHIMNEY
2' - 0"

EXISTING BUILDING A
27' - 7"
34' - 0"
34' - 0"
3" / 1'-0"

2.03 7.01

7.04 7.02
DS
DS

MECHANICAL EQUIPMENT LOCATION, SCREENED BY PARAPET WALL

8.01 DSDS
DS DS
DS
DS

BALCONY BELOW

STAIR BELOW

COURTYARD BELOW
23' - 6"
22' - 0"
T.O. TRELLIS
T.O. (E) PARAPETT.O. (E) PARAPET
18' - 3"
T.O. ROOF
1' - 6"
3" / 1'-0"
10' - 0"
14' - 6"
13' - 3"
2' - 0"
2' - 0"
2' - 0"
2' - 0"
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

ROOF PLAN
A2-3
3/16" = 1'-0" 1 PROPOSED ROOF PLAN

ARCHITECTURAL KEYNOTES

KEYNOTE REFER TO CSI DIVISIONS AND PROJECT SPECIFICATIONS

2.03 EXISTING PERGOLA ELEMENT TO REMAIN - PROTECT IN
PLACE

7.01 NEW CLAY TILE ROOFING SYSTEM; TERRA COTTA CLAY,

SEMI-CIRCULAR MISSION-STYLE

7.02 NEW SINGLE-PLY ROOFING MEMBRANE SYSTEM - PROTVIDE

CRICKET & ROOF DRAIN/OVERFLOW LOCATIONS AS SHOWN

7.04 CHIMNEY ELEMENT WITH STUCCO FINISH8.01 SKYLIGHT OVER LOBBY BELOW NORTH

Page 157 of 173 ends

WH
UP
UP
UP
WH
DN
DN

BUILDING CODE ANALYSIS
CONSTRUCTION TYPE: VB, FULLY SPRINKLERED NFPA 13OCCUPANCY CLASSIFICATION: A3, B, S1 NON-SEPARATED

EXISTING BUILDING A
OVERALL MEETING ROOM DIAGONAL = 49'-9"EXIT SEPARATION = 34'-3" > 1/3 (49'-9") OVERALL BUILDING DIAGONAL = 145'-6"EXIT SEPARATION = 79'-6" > 1/3 (145'-6") 2 15
1 36
34 187
11 34
34 42
42 29 . . . EXIT . . . . . EXIT . . . . . EXIT . . . . . EXIT . . . . . EXIT . . . . . EXIT . . FE OCC ALS 1 120.75FT.
*300' MAX EXIT ACCESS TRAVEL DISTANCE (SEE SECOND FLOOR PLAN FOR CONTINUATION)

STUDIO / STAGE
108

HALLWAY
101
OFFICE
106
OFFICE
107
WOMEN
114
MEN
116
JAN
115

BREAK ROOM
104

MEETING ROOM
102

STORAGE
103
FE . . . EXIT . . 17 1
21 41 . . . EXIT . . EXIT WIDTH RQ'D = 27 X 0.2 = 10.8" EXIT WIDTH PROVIDED = 72" CLOSET 105 34 34
EXIT WIDTH RQ'D = 34 X 0.2 = 6.8"EXIT WIDTH PROVIDED = 60" 73 31
37 CONTROL ROOM &

STORAGE
111

GREEN ROOM
109
RR
110

ELECTRICAL
112
FR
113
2 . . . EXIT . . HALLWAY 201
OFFICE
207 OFFICE 208
2 5
2 2
2 2 11 1
31 29 . . . ESD. . . . . ESD. . 120.75FT. FE BREAK 209
*300' MAX EXIT ACCESS TRAVEL DISTANCE (SEE GROUND FLOOR PLAN FOR CONTINUATION) EXIT WIDTH RQ'D = 31 X 0.3 = 9.3"EXIT WIDTH PROVIDED = 48" OFFICE
202
ACCESS. RR
211
SERVER / STOR.
210
RR
212
JAN
213
FE
EXIT WIDTH RQ'D = 29 X 0.3 = 8.7"EXIT WIDTH PROVIDED = 48" *COMMON PATH OF TRAVEL N/A - (2) EGRESS PATHS AT SECOND FLOOR FROM EACH OFFICE ENTRY . . . EXIT . . BALCONY 212 OFFICE
203
OFFICE
204
OFFICE
205
OFFICE
206
2 PATH OF EGRESS

49.5FT. TRAVEL DISTANCE TO EXIT
MAXIMUM COMMON PATH @ SECOND STORY = 75'
(TABLE 1006.3.3 (2) , B OCCUPANCY <30, SPRINKLERED)
MAXIMUM EXIT ACCESS TRAVEL DISTANCE @ SECOND STORY = 300' (TABLE 1017.2, B OCCUPANCY, SPRINKLERED)
10 NUMBER OF OCCUPANTS EXITING SPACE

FIRE & LIFE SAFETY LEGEND

EXIT SIGN - CEILING / WALL MOUNTED
FIRE EXTINIGUISHER, EMERGENCY LIGHTING & SIGNAGE NOTES:1. FIRE EXTINGUISHERS SHALL BE LOCATED AS SHOWN IN PLANS, AT A MINIMUM - ALL FINAL LOCATIONS TO BE DETERMINED BY FIRE DEPARTMENT INSPECTOR.

2. EXITS, EXIT ACCESS DOORS AND PATHS OF EGRESS TRAVEL THAT IS NOT IMMEDIATELY VISIBLE TO THE OCCUPANTS SHALL BE MARKED BY AN APPROVED EXIT SIGN THAT IS READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS SHALLL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (NOTE: ADDITIONAL EXITS SIGNS MAY BE REQUIRED AT TIME OF FIELD INSPECTION.)

3. EXIT ACCESS SHALL NOT PASS THROUGH A ROOM WHICH CAN BE LOCKED TO PREVENT EGRESS.

4. EXIT SIGNS SHALL BE INTERNALLY OR EXTERNALLY ILLUMINATED. (CBC 1013.3).5. ELECTRICALLY POWERED EXIT SIGNS SHALL BE LISTED AND LABELED IN ACCORDANCE WITH UL 924. (CBC SECTION 1013.5.)

6. EMERGENCY POWER SUPPLY TO ILLUMINATE EXIT SIGNS FOR A DURATION OF NOT LESS THAN 90 MINUTES.

7. IN THE EVENT OF A POWER SUPPLY FAILURE, AN EMERGENCY ELECTRICAL SYSTEM SHALL AUTOMATICALLY ILLUMINATE AISLES, LOBBY, CORRIDOR AND EXTERIOR DOOR LANDING. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTES AND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. INITIAL ILLUMINATION AVERAGE OF 1 FOOT-CANDLE AND A MINIMUM 0.1 FOOT-CANDLE AT FLOOR LEVEL (CBC 1008.3.4).

8. ALL TACTILE SIGNAGE SHALL BE MOUNTED AT LATCH SIDE OF DOOR.

TACTILE EXIT / EXIT ROUTE SIGN . . . EXIT . . WALL-MOUNTED FIRE-EXTINGUISHER, RATED 2-A/10B/C PANIC INDICATES PANIC HARDWARE AT DOOR FEINTERNATIONAL SYMBOL OF ACCESSIBILITY AT BUILDING ENTRANCE

OCC MAX OCCUPANCY SIGN
ASSISTIVE LISTENING SYSTEM NOTES:1. PROVIDE ASSISTIVE LISTENING SYSTEM AT ASSEMBLY AREAS IN ACCORDANCE WITH CBC SECTION 11B-219 AND 11B-706

2. TOTAL NUMBER OF RECEIVERS SHALL BE EQUAL TO 4% TOTAL NUMBER OF SEATS, BUT NO LESS THAN 2

3. 25% OF MINIMUM RECEIVERS PROVIDED, BUT NO LESS THAN TWO, SHALL BE HEARING-AID COMPATIBLE PER 11B-219.3

4. AREAS WITH SYSTEM SHALL BE WITHIN 50' VIEWING DISTANCE OF STAGE OR PLAYING AREA AND HAVE COMPLETE VIEW OF STAGE OR PLAYING AREA, WHERE APPLICABLE.

5. RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL INCLUDE 1/8" STANDARD MONO JACK

6. RECEIVERS REQUIRED TO BE HEARING-AID COMPATIBLE SHALL INTERFACE WITH

TELECOILS IN HEARING AIDS THROUGH THE PROVISION OF NECKLOOPS

7. ASSISTIVE LISTENING SYSTEMS SHALL BE CAPABLE OR PROVIDING A SOUND PRESSURE LEVEL OF 110 dB MINIMUM AND 118 dB MAXIMUM WITH A DYNAMIC RANGE ON THE VOLUME CONTROL OF 50 dB.

8. THE SIGNAL-TO-NOISE RATIO FOR INTERNALLY GENERATED NOISE IN ASSISTIVE LISTENING SYSTEMS SHALL BE 18dB MINIMUM

9. PEAK CLIPPING SHALL NOT EXCEED 18 dB OF CLIPPING RELATIVE TO PEAKS OF SPEECH ALS ASSISTIVE LISTENING SYSTEM SIGN . . . ESD. . TACTILE EXIT STAIR DOWN SIGN 1 3
1 1 1
2 623 4
TOTAL AREA "A3" = 1,308 SF / 15 OLF = 87.2 TOTAL AREA "B" (EXCLUDING HALLWAYS) = 5158 / 150 OLF = 34.4 TOTAL = 121.6 / 2 = 61 MEN, 61 WOMEN 1 HI-LO

PLUMBING CODE ANALYSIS

REQUIRED PROVIDED

WATER CLOSETSLAVATORIESDRINKING FOUNTAIN

MEN WOMEN

URINALS
PER 2022 CPC TABLE 422.1

MEN WOMEN
1 HI-LO
TYPE OF OCC. = A3
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

BUILDING CODE ANALYSIS PLANS
A2-4

BUILDING OCCUPANT LOAD CALCULATIONS AND EGRESS SCHEDULE - GROUND FLOOR ROOM OCCUPANT LOAD (PER TABLE 1004.5) EXITING
NO. NAME SQ. FT. OCCUPANCY FUNCTION OF SPACE

OCCUPANT LOAD
FACTOR
NO. OF

OCCUPANTS

ONE EXIT - MAX OCCUPANT

LOAD PER OCCUPANCY
MIN. NO.

OF EXITS

MINIMUM EXITING DOOR

WIDTH (IN INCHES)

PROVIDED EXITING DOOR

WIDTH (IN INCHES)
101 HALLWAY 1,535 SF B Business Areas 150 10.2 49 1 2.0 180 102 MEETING ROOM 1,308 SF A3 Assembly (Concentrated) 7 186.9 49 2 37.4 372 103 STORAGE 165 SF S1 Storage and Stock Rooms 300 0.5 49 1 0.1 36104 BREAK ROOM 1,093 SF B Assembly (Unconcentrated) 15 72.9 49 2 14.6 36105 CLOSET 45 SF - (none) 0 49 1 36 106 OFFICE 139 SF B Business Areas 150 0.9 49 1 0.2 36
107 OFFICE 142 SF B Business Areas 150 0.9 49 1 0.2 36
108 STUDIO / STAGE 1,909 SF B Business Areas 150 12.7 49 1 2.5 36 109 GREEN ROOM 210 SF B Business Areas 150 1.4 49 1 0.3 36 110 RR 71 SF -- (none) 0
111 CONTROL ROOM &

STORAGE
249 SF B Business Areas 150 1.7 49 1 0.3 72
112 ELECTRICAL 87 SF -- (none) 0113 FR 28 SF -- (none) 0 114 WOMEN 289 SF -- (none) 0
115 JAN 17 SF -- (none) 0
116 MEN 200 SF -- (none) 0
7,488 SF 288.2

BUILDING OCCUPANT LOAD CALCULATIONS AND EGRESS SCHEDULE - SECOND FLOOR ROOM OCCUPANT LOAD (PER TABLE 1004.5) EXITING
NO. NAME SQ. FT. OCCUPANCY FUNCTION OF SPACE

OCCUPANT LOAD
FACTOR
NO. OF

OCCUPANTS

ONE EXIT - MAX OCCUPANT

LOAD PER OCCUPANCY
MIN. NO.

OF EXITS

MINIMUM EXITING DOOR

WIDTH (IN INCHES)

PROVIDED EXITING DOOR

WIDTH (IN INCHES)
201 HALLWAY 696 SF B Business Areas 150 4.6 49 1 0.9 n/a 202 OFFICE 174 SF B Business Areas 150 1.2 49 1 0.2 36
203 OFFICE 195 SF B Business Areas 150 1.3 49 1 0.3 36204 OFFICE 194 SF B Business Areas 150 1.3 49 1 0.3 36205 OFFICE 194 SF B Business Areas 150 1.3 49 1 0.3 36206 OFFICE 194 SF B Business Areas 150 1.3 49 1 0.3 36207 OFFICE 170 SF B Business Areas 150 1.1 49 1 0.2 36208 OFFICE 133 SF B Business Areas 150 0.9 49 1 0.2 36209 BREAK 162 SF B Assembly (Unconcentrated) 15 10.8 49 1 2.2 36 210 SERVER / STOR. 132 SF -- (none)211 ACCESS. RR 60 SF -- (none)212 BALCONY 452 SF A3 Assembly (Unconcentrated) 15 30.1 49 1 6.0 n/a 212 RR 56 SF -- (none)
213 JAN 18 SF -- (none)
2,832 SF 54.0
1/8" = 1'-0" 1 GROUND FLOOR EGRESS PLAN
NORTH
1/8" = 1'-0" 2 SECOND FLOOR EGRESS PLAN
NORTH
8,103 SF (GROSS)
2,486 SF (GROSS)

OCCUPANT LOAD ANALYSIS (REFERENCE PLANS BELOW)

Page 158 of 173 ends

UP
UP
UP

EXISTING BUILDING A PROPOSED BUILDING C

FIRE-RESISTANCE RATING FOR EXTERIOR WALLSPROJECTIONS

OPENINGS

REQUIREDPROVIDED
PER CBC TABLE 705.5

REQUIRED

PROVIDEDREQUIRED

PROVIDED
PER CBC TABLE 705.2
PER CBC TABLE 705.8
FIRE RESISTANCE RATING FOR EXTERIOR WALL= 0(FIRE SEPARATION DISTANCE = 10 < OR EQUAL TO X < OR EQUAL TO 30CONSTRUCTION TYPE = VBOCCUPANCY = B) 0 PROJECTION DISTANCE = N/A, NO PROJECTIONS
0% @ NORTH WALL (A),10.4% @ NORTH WALL (B), 0% (EAST WALL) PROJECTION DISTANCE = 40" MIN. @ SOUTH WALL, NO PROJECTIONS AT WEST WALL

FIRE CODE ANALYSIS (REFERENCE PLANS FOR PROPERTY LINE LOCATION)

NORTH WALL (A),NORTH WALL (B), EAST WALL
FIRE RESISTANCE RATING FOR EXTERIOR WALL= 1(FIRE SEPARATION DISTANCE = 5 < OR EQUAL TO X < OR EQUAL TO 10CONSTRUCTION TYPE = VBOCCUPANCY = A)

SOUTH WALL (A)
(FIRE RESISTANCE RATING FOR EXTERIOR WALL= 0FIRE SEPARATION DISTANCE = 10 < OR EQUAL TO X < OR EQUAL TO 30CONSTRUCTION TYPE = VBOCCUPANCY = B)

SOUTH WALL (B)WEST WALL
1 @ SOUTH WALL (A) & WEST WALL,0 @ SOUTH WALL (B)
FIRE RESISTANCE RATING FOR EXTERIOR WALL= 1(FIRE SEPARATION DISTANCE = <5CONSTRUCTION TYPE = VBOCCUPANCY = A)

SOUTH WALL (A), SOUTH WALL (B)

WEST WALL
MINIMUM DISTANCE OF PROJECTION = 40 INCHES(FIRE SEPARATION DISTANCE = 5 OR GREATER) MINIMUM DISTANCE OF PROJECTION = 24" (2/3 X 37")(FIRE SEPARATION DISTANCE = 3-5) MINIMUM DISTANCE OF PROJECTION = 40 INCHES(FIRE SEPARATION DISTANCE = 5 OR GREATER)

SOUTH WALL (A)
MAXIMUM AREA OF EXTERIOR WALL OPENINGS = 15% (FIRE SEPARATION DISTANCE = 10 - <15, UNPROTECTED, NONSPRINKLERED) MAXIMUM AREA OF EXTERIOR WALL OPENINGS =25%FIRE SEPARATION DISTANCE = 5 - <10, UNPROTECTED, SPRINKLERED 0% @ SOUTH WALL (A),4.2% @ SOUTH WALL (B), 0% (WEST WALL) MAXIMUM AREA OF EXTERIOR WALL OPENINGS = 45%FIRE SEPARATION DISTANCE = 10 - <15, UNPROTECTED, SPRINKLERED

SOUTH WALL (B)

WEST WALL
MAXIMUM AREA OF EXTERIOR WALL OPENINGS = 15%FIRE SEPARATION DISTANCE = 3 - <5, UNPROTECTED, SPRINKLERED

NORTH WALL (A),NORTH WALL (B), EAST WALL

EXISTING BUILDING A
10' - 1" 10' - 2" ASSUMED PROPERTY LINE

ASSUMED PROPERTY LINE
FE

TYPE VB, UNSPRINKLERED

NORTH WALL (B)

NORTH WALL (A)
10' - 1" 3' - 1"

EAST WALL

SOUTH WALL (A)

WEST WALL

SOUTH WALL (B)
PORTION OF (N) WALL TO BE 1-HOUR FIRE-RATED
PORTION OF (N) WALL TO BE 1-HOUR FIRE-RATED

STUDIO / STAGE
108

HALLWAY
101
OFFICE
106
OFFICE
107
WOMEN
114
MEN
116
JAN
115

BREAK ROOM
104

MEETING ROOM
102

STORAGE
103
FE
10' - 1" 5' - 1"
15' - 2"
20' - 3"

ASSUMED PROPERTY LINE

STAIR PROJECTION
3'-4" MIN
3' - 7"

ROOF OVERHANG, SHOWN DASHED
1' - 6"
(40" MIN)
53"
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

FIRE CODE ANALYSIS PLAN
A2-5
1/8" = 1'-0" 1 FIRE CODE ANALYSIS PLAN
NORTH

Page 159 of 173 ends

(E) GROUND FLOOR
0"
(E) T.O. PARAPET A
27' - 6"
(E) T.O. PARAPET B
34' - 0"
(N) T.O. ROOF B
34' - 0"
(N) T.O. ROOF A
22' - 0"
8' - 0"

7.05 5.04

8.03 9.02

EXISTING BUILDING A, BEYOND
34' - 0" BUILDING HEIGHT (35'-0" MAX)
44' - 0" CHIMNEY

9.03 8.026.067.01

9.01 (E) GROUND FLOOR
0"
(N) T.O. ROOF B
34' - 0"

7.01 2.03 6.03 8.02 5.04

EXISTING BUILDING A, BEYOND

6.06 13' - 9" (SECOND FLOOR)
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

PROPOSED ELEVATIONS
A3-1
3/16" = 1'-0" 1 PROPOSED NORTH ELEVATION
3/16" = 1'-0" 2 PROPOSED EAST ELEVATION

ARCHITECTURAL KEYNOTES

KEYNOTE REFER TO CSI DIVISIONS AND PROJECT SPECIFICATIONS

2.03 EXISTING PERGOLA ELEMENT TO REMAIN - PROTECT IN
PLACE

5.04 'JULIETTE' STYLE BALCONY WITH DECORATIVE

WROUGHT-IRON GUARDRAIL AND BRACKETS

6.03 WOOD LINTEL AT TOP & SIDES OF STOREFRONT WITH

STAINED WOOD FINISH

6.06 WALL-MOUNTED TRELLIS STRUCTURE WITH PAINTED WOOD

COLUMNS & BEAMS AND VINE COVER

7.01 NEW CLAY TILE ROOFING SYSTEM; TERRA COTTA CLAY,

SEMI-CIRCULAR MISSION-STYLE

7.05 GABLE VENT WITH TERRACOTTA PIPING8.02 STOREFRONT / WINDOWS WITH DARK BRONZE ANODIZED FRAMING & GREY-TINTED LOW-E GLAZING, TYP.

8.03 ENTRY DOORS WITH WOOD VENEER FINISH & GREY-TINTED

LOW-E GLAZING

9.01 INTEGRAL COLOR STUCCO FINISH, TYP.; OMEGA - SANTA

BARBARA FINISH - SNOW COLOR

9.02 PLANTER WALLS WITH INTEGRAL COLOR STUCCO FINISH,
TYP.; OMEGA - SANTA BARBARA FINISH - SNOW COLOR

9.03 DECORATIVE ARCH ENTRY ELEMENT WITH PLASTER FINISH &

TERRACOTTA TILE AT INSET

Page 160 of 173 ends

(E) GROUND FLOOR
0"
(N) T.O. ROOF B
34' - 0"
(N) T.O. ROOF A
22' - 0"
(N) T.O. PARAPET
23' - 6"

9.01 7.01

6.03 7.05

8.03 8.02
34' - 0" BUILDING HEIGHT (35'-0" MAX)
10' - 0"
8' - 0"

9.03 6.06
(E) GROUND FLOOR
0"
(N) T.O. ROOF B
34' - 0"
(N) T.O. ROOF A
22' - 0"
(N) T.O. PARAPET
23' - 6"

8.03 6.03

9.01 8' - 0"

26.02 5.06 4.01
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

PROPOSED ELEVATIONS
A3-2
3/16" = 1'-0" 1 PROPOSED SOUTH ELEVATION3/16" = 1'-0" 2 PROPOSED WEST ELEVATION

ARCHITECTURAL KEYNOTES

KEYNOTE REFER TO CSI DIVISIONS AND PROJECT SPECIFICATIONS

4.01 STEPPED PLANTER WALL ADJACENT TO STAIR5.06 STAIR WITH HANDRAIL BOTH SIDES & DECORATIVE

WROUGHT-IRON GUARDRAIL

6.03 WOOD LINTEL AT TOP & SIDES OF STOREFRONT WITH

STAINED WOOD FINISH

6.06 WALL-MOUNTED TRELLIS STRUCTURE WITH PAINTED WOOD

COLUMNS & BEAMS AND VINE COVER

7.01 NEW CLAY TILE ROOFING SYSTEM; TERRA COTTA CLAY,

SEMI-CIRCULAR MISSION-STYLE

7.05 GABLE VENT WITH TERRACOTTA PIPING8.02 STOREFRONT / WINDOWS WITH DARK BRONZE ANODIZED FRAMING & GREY-TINTED LOW-E GLAZING, TYP.

8.03 ENTRY DOORS WITH WOOD VENEER FINISH & GREY-TINTED

LOW-E GLAZING

9.01 INTEGRAL COLOR STUCCO FINISH, TYP.; OMEGA - SANTA

BARBARA FINISH - SNOW COLOR

9.03 DECORATIVE ARCH ENTRY ELEMENT WITH PLASTER FINISH &

TERRACOTTA TILE AT INSET

26.02

Page 161 of 173 ends

EXISTING BUILDING A
3 CY DUMPSTER
81"X42"
3 CY DUMPSTER
81"X42"
8"X8"X16" CMU WALLS WITH SMOOTH TROWELED PLASTER FINISH TO MATCH BLDG6" CONC. SLAB WITH MEDIUM BROOM FINISH

PEDESTRIAN ACCESS

PAINTED MTL SWINGING MANGATE
4"X4"X1/4" T.S. POSTS FOR GATE ATTACHMENTS6" X 6" CONC CURB 18' - 0"
3 CY DUMPSTER
81"X42"
AREA = 204 SF (192 SF MIN PER TABLE III-6, FOR NONRESIDENTIAL STRUCTURES 25,001 - 50,000 SF - TOTAL FOR ALL (3) BUILDINGS ON CAMPUS ) 6' - 4" 9' - 0" GATE 2' - 8"
4 A3-3
5 A3-3
3 A3-3
1' - 9"
V.I.F.
6" CONC. APRON O/ 4" CLASS II 3/4" AGGREGATE BASE; - SLOPE TO MEET ADJACENT ASPHALTPAINTED METAL SWINGING GATEFLOOR DRAIN CONNECTED TO SANITARY SEWER 3' - 8" 3' - 0" 3' - 4"
CLEAR
2' - 0"CLEAR
4' - 0"
10' - 8"
PILASTERS TO MATCH EXISTING ADJACENT BUILDING, TYP. BOTH SIDES 1' - 8" 5' - 0"
1' - 8"
4 A3-3
5 A3-3
3 A3-3

EXISTING BUILDING A
2" / 1'-0"
4"x8" RAFTERS, PAINTED6"X12" BEAM, PAINTEDCLAY TILE ROOFING TO MATCH EXISTING ADJACENT ROOFCONT. LEDGER @ WALL 2'-0" O.H. TYP.
2" / 1'-0"
11' - 0"
6' - 0"
0' - 2" 5' - 10" GATE
8' - 0" CLEAR8"X8"X16" CMU WALLS WITH SMOOTH TROWELED PLASTER FINISH TO MATCH BLDG PILASTERS TO MATCH EXISTING ADJACENT BUILDING, TYP. BOTH SIDES4"x8" RAFTERS, PAINTED6"X12" BEAM, PAINTED

CLAY TILE ROOFING TO MATCH EXISTING ADJACENT ROOF
CONT. LEDGER @ WALL

EXISTING BUILDING A
SWINGING MANGATE WITH 18 GA. PAINTED MTL PANELS O/ 6"X2"X1/8" T.S. GATE FRAME (10" X 2" X 1/8" @ BOTTOM). PROVIDE J-MTL CLOSURE FRAME CONT. ALONG ALL EDGES OF GATE, MITERED @ EDGES AND PAINTED TO MATCH PANEL

ACCESSIBLE LEVER-STYLE

HANDLE, WITH HEAVY-DUTY SELF- CLOSING HINGES & PANIC HARDWARE AT BACKSIDE OF GATE 8"X8"X16" CMU WALLS WITH SMOOTH TROWELED PLASTER FINISH TO MATCH BLDGPILASTERS TO MATCH EXISTING ADJACENT BUILDING, TYP. BOTH SIDES4"x8" RAFTERS, PAINTED6"X12" BEAM, PAINTEDCLAY TILE ROOFING TO MATCH EXISTING ADJACENT ROOFCONT. LEDGER @ WALL 6' - 0"
8' - 0"

EXISTING BUILDING A
5' - 10"
GATE
2"
6' - 0"
8' - 0"
SWINGING GATE WITH 18 GA. PAINTED MTL PANELS O/ 6"X2"X1/8" T.S. GATE FRAME (10" X 2" X 1/8" @ BOTTOM). PROVIDE J-MTL CLOSURE FRAME CONT. ALONG ALL EDGES OF GATE, MITERED @ EDGES AND PAINTED TO MATCH PANEL

SLIDE BOLT WITH STL ANGLE PULL HANDLE HARDWARE, WITH CANE BOLT AND HEAVY- DUTY SELF-CLOSING HINGES 8"X8"X16" CMU WALLS WITH SMOOTH TROWELED PLASTER FINISH TO MATCH BLDGPILASTERS TO MATCH EXISTING ADJACENT BUILDING, TYP. BOTH SIDES4"x8" RAFTERS, PAINTED6"X12" BEAM, PAINTEDCLAY TILE ROOFING TO MATCH EXISTING ADJACENT ROOF 6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

TRASH ENCLOSURE PLANS & ELEVATIONS
A3-3
1/4" = 1'-0" 1 ENLARGED SITE PLAN @ TRASH ENCLOSURE
NORTH
1/4" = 1'-0" 2 TRASH ENCLOSURE ROOF PLAN
NORTH
1/4" = 1'-0" 3 TRASH ENCLOSURE NORTH ELEVATION 1/4" = 1'-0" 4 TRASH ENCLOSURE SOUTH ELEVATION1/4" = 1'-0" 5 TRASH ENCLOSURE WEST ELEVATION NOTE: ENCLOSURE SHALL COMPLY

WITH ALL REQUIREMENTS OF
MUNICIPAL CODE SEC. 44-274

Page 162 of 173 ends

LA PALMA AVENUE

MOODY STREET

SETBACK
30' - 0"

SETBACK
30' - 0"
SETBA
C
K
30' - 0"
20' - 0"
NOTE - NO OBSTRUCTIONS (OVER 3')

PROPOSED WITHIN TRAFFIC SAFETY

TRIANGLE, SHOWN HATCHED
R 10' - 0"

90.00°
2 A3-4

PILASTERS WITH STUCCO

FINISH & PRECAST CAP TO

MATCH EXISTING ADJACENT

WROUGHT-IRON FENCING ALONG PROPERTY

PERIMETER

MONUMENT SIGN - SEE

ELEVATION
18" HIGH PLANTER WALLS WITH FLOWERING PLANTS
NOT TO EXCEED 3' HEIGHT
8' - 0"
8081

C A L I F O R N I A

J P I A

STUCCO FINISH WITH PRECAST CAP TO MATCH

EXISTING ADJACENT SIGN
"TRAJAN" FONT LETTERS WITH 3/4" WIDE BAR;

CAST BRONZE FINISH

PILASTERS WITH STUCCO FINISH & PRECAST CAP

TO MATCH EXISTING ADJACENT

WROUGHT-IRON FENCING ALONG PROPERTY

PERIMETER
PLANTER WALL WITH "LITTLE" JOHN
PLANTINGS - NOT TO EXCEED 3' HEIGHT
8" 12"
8"
SIGN FACE AREA =
100 SF (150 SF MAX)
1' - 6"
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865
ELEMENTSARCH.COM
ARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREET
LA PALMA, CA 90623
Tel. 800-229-2343
CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET
LA PALMA, CA 90623
DC&C MEETING REVISION - 12 JANUARY 2026

MONUMENT SIGN PLAN & ELEVATION
A3-4
1/4" = 1'-0" 1

ENLARGED SITE PLAN AT MONUMENT SIGN
NORTH

EXISTING MONUMENT SIGN, FOR REFERENCE
1/4" = 1'-0" 2

MONUMENT SIGN ELEVATION

Page 163 of 173 ends

CLAY TILE ROOFING

TERRA COTTA CLAY, SEMI-CIRCULAR MISSION-STYLE
A
A
A

OMEGA - SANTA BARBARA FINISH - SNOW COLOR
STUCCO
B

DARK BRONZE ANODIZED FINISH - GREY TINTED LOW-E GLAZINGWOOD VENEER AT MAIN ENTRY DOORS

STOREFRONT
C

DECORATIVE WROUGHT-IRON RAILING
D E

STAMPED CONCRETE & SALTILLO TILE

PATTERNED TILE ACCENTS
F
PORCELANOSA - DECO HANOVER; MISC.

B
C
D
F
E
C

WOOD TRELLIS WITH VINES
G
G
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

DIGITAL MATERIAL BOARD
A4-1

Page 164 of 173 ends

6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

CONCEPT REFERENCE SKETCHES
A4-2

SOUTHERN COURTYARD BETWEEN EXISTING & PROPOSED BUILDING

NORTHEAST CORNER

SOUTHEAST CORNER

Page 165 of 173 ends

(E) GROUND FLOOR
0"

SECOND FLOOR
13' - 9"
(N) T.O. ROOF B
34' - 0"
(N) T.O. ROOF A
22' - 0"
(N) T.O. PARAPET
23' - 6"

5.04 8.02

7.06 8.01 9.06

6.05 8.05

HALLWAY
201

BREAK ROOM
HALLWAY 104
101

STUDIO / STAGE
108

6.06 5.06
OFFICE
204
(E) GROUND FLOOR
0"

SECOND FLOOR
13' - 9"
(E) T.O. PARAPET B
34' - 0"
1 A5-1
(N) T.O. ROOF B
34' - 0"
(N) T.O. PARAPET
23' - 6"
(MECHANICAL EQUIPMENT

LOCATION)

8.01 3.01

23.01 7.06

7.06 9.03

8.067.07

9.038.03

HALLWAY
101

7.02 4' - 0"
6B LIBERTY #100
ALISO VIEJO, CA 92656
TEL. 949.488.0865ELEMENTSARCH.COMARCHITECT: OWNER: PROJECT / LOCATION:
8081 MOODY STREETLA PALMA, CA 90623Tel. 800-229-2343CJPIA.ORG

CALIFORNIA JOINT POWERS INSURANCE AUTHORITY CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY STREET, LA PALMA, CA 90623
PERMIT PLAN AMENDMENT RE-SUBMITTAL - NOVEMBER 11, 2025

CONCEPTUAL SECTIONS
A5-1
3/16" = 1'-0" 1 CONCEPTUAL SECTION A
3/16" = 1'-0" 2 CONCEPTUAL SECTION B

ARCHITECTURAL KEYNOTES

KEYNOTE REFER TO CSI DIVISIONS AND PROJECT SPECIFICATIONS

3.01 CONCRETE SLAB & FOOTINGS5.04 'JULIETTE' STYLE BALCONY WITH DECORATIVE

WROUGHT-IRON GUARDRAIL AND BRACKETS

5.06 STAIR WITH HANDRAIL BOTH SIDES & DECORATIVE

WROUGHT-IRON GUARDRAIL

6.05 BUILT-IN BENCH6.06 WALL-MOUNTED TRELLIS STRUCTURE WITH PAINTED WOOD

COLUMNS & BEAMS AND VINE COVER

7.02 NEW SINGLE-PLY ROOFING MEMBRANE SYSTEM - PROTVIDE

CRICKET & ROOF DRAIN/OVERFLOW LOCATIONS AS SHOWN

7.06 EXTERIOR METAL STUD WALLS WITH STUCCO FINISH, TYP.7.07 PARAPET WALLS TO SCREEN MECHANICAL EQUIPMENT8.01 SKYLIGHT OVER LOBBY BELOW8.02 STOREFRONT / WINDOWS WITH DARK BRONZE ANODIZED FRAMING & GREY-TINTED LOW-E GLAZING, TYP.

8.03 ENTRY DOORS WITH WOOD VENEER FINISH & GREY-TINTED

LOW-E GLAZING

8.05 FRENCH DOOR WITH SIDELITE - TYP. AT ALL OFFICE ENTRIES8.06 FRENCH DOOR WITH STAINED WOOD VENEER FINISH, TYP.9.03 DECORATIVE ARCH ENTRY ELEMENT WITH PLASTER FINISH &

TERRACOTTA TILE AT INSET

9.06 OPEN CEILING WITH EXPOSED BEAMS

23.01 OUTDOOR FIREPLACE FEATURE

Page 166 of 173 ends

Of 07 SHEETS PW PROJECT # SHEET 25092

CALIFORNIA JPIA
8081 MOODY ST, LA PALMA, CA 90623
201 E Sandpointe Ave., #400
Santa Ana, CA 92707
Phone: 949-954-7244
[email protected]
www.corestructure.com
Core Civil Engineering, Inc.

AMIR DEIHIMI
R.C.E. C78194 EXP. 09/30/2025
DATE
2025-05-14
FROM THE GROUND UP C-1 01
TITLE SHEET PRECISE GRADING PLAN FOR CALIFORNIA JOINT POWERS INSURANCE AUTHORITY 8081 MOODY ST, LA PALMA, CA 90623 1. ALL GRADING AND CONSTRUCTION SHALL CONFORM TO CITY OF LA PALMA MUNICIPAL CODE AND ORANGE COUNTY BUILDING CODE (LATEST EDITION) UNLESS SPECIFICALLY NOTED ON THESE PLANS. 2. ANY MODIFICATIONS OF OR CHANGES TO APPROVED GRADING PLANS MUST BE APPROVED BY THE BUILDING OFFICIAL. 3. NO GRADING SHALL BE STARTED WITHOUT FIRST NOTIFYING THE BUILDING OFFICIAL. A PRE-GRADING MEETING AT THE SITE IS REQUIRED BEFORE THE START OF THE GRADING WITH THE FOLLOWING PEOPLE PRESENT: OWNER, GRADING CONTRACTOR, DESIGN CIVIL ENGINEER, SOILS ENGINEER, GEOLOGIST, CITY GRADING INSPECTOR(S) OR THEIR REPRESENTATIVES, AND WHEN REQUIRED THE ARCHEOLOGIST OR OTHER JURISDICTIONAL AGENCIES. PERMITTEE OR HIS AGENT ARE RESPONSIBLE FOR ARRANGING PRE-GRADE MEETING AND MUST NOTIFY THE BUILDING OFFICIAL AT LEAST TWO BUSINESS DAYS PRIOR TO PROPOSED PRE-GRADE MEETING. 4. APPROVAL OF THESE PLANS REFLECT SOLELY THE REVIEW OF PLANS IN ACCORDANCE WITH CITY OF LA PALMA AND ORANGE COUNTY BUILDING CODE AND DOES NOT REFLECT ANY POSITION BY THE CITY OR COUNTY OR THE DEPARTMENT OF PUBLIC WORKS REGARDING THE STATUS OF ANY TITLE ISSUES RELATING TO THE LAND ON WHICH THE IMPROVEMENTS MAY BE CONSTRUCTED. ANY DISPUTES RELATING TO TITLE ARE SOLELY A PRIVATE MATTER NOT INVOLVING THE CITY OR COUNTY OR THE DEPARTMENT OF PUBLIC WORKS. 5. ALL GRADING AND CONSTRUCTION ACTIVITIES SHALL COMPLY WITH ORANGE COUNTY SECTION THAT CONTROLS AND RESTRICTS NOISE FROM THE USE OF CONSTRUCTION AND GRADING EQUIPMENT FROM THE HOURS OF 6:00 PM TO 7:00 AM, AND ON SUNDAYS AND HOLIDAYS. 6. CALIFORNIA PUBLIC RESOURCES CODE (SECTION 5097.98) AND HEALTH AND SAFETY CODE (SECTION 7050.5) ADDRESS THE DISCOVERY AND DISPOSITION OF HUMAN REMAINS. IN THE EVENT OF DISCOVERY OR RECOGNITION OF ANY HUMAN REMAINS IN ANY LOCATION OTHER THAN A DEDICATED CEMETERY, THE LAW REQUIRES THAT GRADING IMMEDIATELY STOPS AND NO FURTHER EXCAVATION OR DISTURBANCE OF THE SITE, OR ANY NEARBY AREA WHERE HUMAN REMAINS MAY BE LOCATED, OCCUR UNTIL THE FOLLOWING MEASURES HAVE BEEN TAKEN: A. THE COUNTY CORONER HAS BEEN INFORMED AND HAS DETERMINED THAT NO INVESTIGATION OF THE CAUSE OF DEATH IS REQUIRED, AND B. IF THE REMAINS ARE OF NATIVE AMERICAN ORIGIN, THE DESCENDANTS FROM THE DECEASED NATIVE AMERICANS HAVE MADE A RECOMMENDATION FOR THE MEANS OF TREATING OR DISPOSING, WITH APPROPRIATE DIGNITY, OF THE HUMAN REMAINS AND ANY ASSOCIATED GRAVE GOODS. 7. THE LOCATION AND PROTECTION OF ALL UTILITIES IS THE RESPONSIBILITY OF THE PERMITTEE. 8. ALL EXPORT OF MATERIAL FROM THE SITE MUST GO TO A PERMITTED SITE APPROVED BY THE BUILDING OFFICIAL OR A LEGAL DUMPSITE. RECEIPTS FOR ACCEPTANCE OF EXCESS MATERIAL BY A DUMPSITE ARE REQUIRED AND MUST BE PROVIDED TO THE BUILDING OFFICIAL UPON REQUEST. 9. A COPY OF THE GRADING PERMIT AND APPROVED GRADING PLANS MUST BE IN THE POSSESSION OF A RESPONSIBLE PERSON AND AVAILABLE AT THE SITE AT ALL TIMES. 10. SITE BOUNDARIES, EASEMENTS, DRAINAGE DEVICES, RESTRICTED USE AREAS SHALL BE LOCATED PER CONSTRUCTION STAKING BY FIELD ENGINEER OR LICENSED SURVEYOR. PRIOR TO GRADING, AS REQUESTED BY THE BUILDING OFFICIAL, ALL PROPERTY LINES, EASEMENTS, AND RESTRICTED USE AREAS SHALL BE STAKED. 11. THE STANDARD RETAINING WALL DETAILS SHOWN ON THE GRADING PLANS ARE FOR REFERENCE ONLY. STANDARD RETAINING WALLS ARE NOT CHECKED, PERMITTED, OR INSPECTED PER THE GRADING PERMIT. A SEPARATE RETAINING WALL PERMIT IS REQUIRED FOR ALL STANDARD RETAINING WALLS. 12. IF GRADING AUTHORIZED BY THIS PLAN IS TO EXTEND THROUGH THE RAINY SEASON, NOVEMBER 1 THROUGH APRIL 15 OF THE FOLLOWING YEAR, SEPARATE UPDATED PLANS FOR EROSION CONTROL MUST BE SUBMITTED PRIOR TO OCTOBER 13. TRANSFER OF RESPONSIBILITY: IF THE FIELD ENGINEER, THE SOILS ENGINEER, OR THE ENGINEERING GEOLOGIST OF RECORD IS CHANGED DURING GRADING, THE WORK SHALL BE STOPPED UNTIL THE REPLACEMENT HAS AGREED IN WRITING TO ACCEPT THEIR RESPONSIBILITY WITHIN THE AREA OF TECHNICAL COMPETENCE FOR APPROVAL UPON COMPLETION OF THE WORK. IT SHALL BE THE DUTY OF THE PERMITTEE TO NOTIFY THE BUILDING OFFICIAL IN WRITING OF SUCH CHANGE PRIOR TO THE RECOMMENCEMENT OF SUCH GRADING. SHEET INDEX TITLE SHEET C-1 DEMOTION PLAN C-2 PRECISE GRADING AND DRAINAGE PLAN C-3 SECTIONS AND DETAILS C-4 SECTIONS AND DETAILS C-5 EROSION CONTROL PLAN C-6 SOIL RECOMMENDATIONS C-7 OWNER CALIFORNIA JOINT POWERS INSURANCE AUTHORITY ADDRESS: 8081 MOODY STREET, LA PALMA, CA 90623 PHONE: 800-229-2343 CJPIA.ORG ARCHITECT ELEMENTS ARCHITECTS ADDRESS: 6B LIBERTY #100, ALISO VIEJO, CA 92656 PHONE: 949-488-0865 ELEMENTSARCH.COM CIVIL ENGINEER CORE CIVIL ENGINEERING, INC. 201 E SANDPOINTE AVE. #400, SANTA ANA, CA 92707 Office: 949-954-7244 Direct: 949-954-7242 MAIL: [email protected] SOIL ENGINEER DUCO ENGINEERING, INC. 14175 TELEPHONE AVE SUITE K, CHINO, CA 91710 909-594-7414 [email protected] SURVEYOR WILLIAM TOWELL RON MIEDEMA 3677 IROQUOIS AVE., LONG BEACH,CA TEL: 714-335-3956 LEGAL DESCRIPSTION PORTION OF THE NORTHEAST QUARTER OF THE NORTHEAST QUARTER OF SECTION 8, TOWNSHIP 4 SOUTH, RANGE 11, WEST, IN THE RANCHO LOS COYOTES, IN THE CITY OF LA PALMA, COUNTY OF ORANGE, AS PER MAP RECORDED IN BOOK 51 PAGE 11 OF MISCELLANEOUS MAPS. APN: 262-042-66 BENCH MARK BENCH MARK # 1A-96-68 DATUM: NAVD88 2005 ELEVATION: 43.72 EARTH WORK QUANTITY CUT 205 C.Y. FILL 110 C.Y. EXPORT 95 C.Y. LOT SIZE: 88,000 SQ-FT TOTAL DISTURB AREA: 40,425 SQ-FT NOTE: QUANTITIES SHOWN HERE ON ARE FOR PERMIT AND/OR BONDING PURPOSE ONLY. SECTION 4216 / 4217 OF THE GOVERNMENT CODE REQUIRES A DIGALERT IDENTIFICATION NUMBER BE ISSUED BEFORE A "PERMIT TO EXCAVATE" WILL BE VALID. FOR YOU DIGALERT I.D. NUMBER CALL UNDERGROUND SERVICE ALERT TOLL FREE 1-800-422-4133 TOW WORKING DAY BEFORE YOU DIG. VICINITY MAP NOT TO SCALE GRADING NOTES 1. THE PERMITTEE OR HIS AGENT SHALL NOTIFY THE BUILDING OFFICIAL AT LEAST ONE WORKING DAY IN ADVANCE OF REQUIRED INSPECTIONS AT FOLLOWING STAGES OF THE WORK. A) PRE-GRADE – BEFORE THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION. B) INITIAL - WHEN THE SITE HAS BEEN CLEARED OF VEGETATION AND UNAPPROVED FILL HAS BEEN SCARIFIED, BENCHED OR OTHERWISE PREPARED FOR FILL. FILL SHALL NOT BE PLACED PRIOR TO THIS INSPECTION. NOTE: PRIOR TO ANY CONSTRUCTION ACTIVITIES, INCLUDING GRADING, ALL STORM WATER POLLUTION PREVENTION MEASURES INCLUDING EROSION CONTROL DEVICES WHICH CONTAIN SEDIMENTS MUST BE INSTALLED. C) ROUGH - WHEN APPROXIMATE FINAL ELEVATIONS HAVE BEEN ESTABLISHED; DRAINAGE TERRACES, SWALES AND BERMS INSTALLED AT THE TOP OF THE SLOPE; AND THE STATEMENTS REQUIRED IN THIS SECTION HAVE BEEN RECEIVED. D) FINAL - WHEN GRADING HAS BEEN COMPLETED; ALL DRAINAGE DEVICES INSTALLED; SLOPE PLANTING ESTABLISHED, IRRIGATION SYSTEMS INSTALLED AND THE AS-BUILT PLANS, REQUIRED STATEMENTS, AND REPORTS HAVE BEEN SUBMITTED AND APPROVED. 2. IN ADDITION TO THE INSPECTION REQUIRED OF THE BUILDING OFFICIAL FOR REGULAR GRADING, REPORTS AND STATEMENTS SHALL BE SUBMITTED TO THE BUILDING OFFICIAL IN ACCORDANCE WITH ORANGE COUNTY BUILDING CODE. 3. UNLESS OTHERWISE DIRECTED BY THE BUILDING OFFICIAL, THE FIELD ENGINEER FOR ALL ENGINEERED GRADING PROJECTS SHALL PREPARE ROUTINE INSPECTION REPORTS AS REQUIRED BY THE ORANGE COUNTY BUILDING CODE. THESE REPORTS, KNOWN AS "REPORT OF GRADING ACTIVITIES", SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AS FOLLOWS: A) BI-WEEKLY DURING ALL TIMES WHEN GRADING OF 400 CUBIC YARDS OR MORE PER WEEK IS OCCURRING ON THE SITE; B) MONTHLY, AT ALL OTHER TIMES; AND C) AT ANY TIME WHEN REQUESTED IN WRITING BY THE BUILDING OFFICIAL. SUCH "REPORT OF GRADING ACTIVITIES" SHALL CERTIFY TO THE BUILDING OFFICIAL THAT THE FIELD ENGINEER HAS INSPECTED THE GRADING SITE AND RELATED ACTIVITIES AND HAS FOUND THEM IN COMPLIANCE WITH THE APPROVED GRADING PLANS AND SPECIFICATIONS, THE BUILDING CODE, ALL GRADING PERMIT CONDITIONS, AND ALL OTHER APPLICABLE ORDINANCES AND REQUIREMENTS. FAILURE TO PROVIDE REQUIRED INSPECTION REPORTS WILL RESULT IN A "STOP WORK ORDER". 4. ALL GRADED SITES MUST HAVE DRAINAGE SWALES, BERMS, AND OTHER DRAINAGE DEVICES INSTALLED PRIOR TO ROUGH GRADING APPROVAL . 5. THE GRADING CONTRACTOR SHALL SUBMIT THE STATEMENT TO THE GRADING INSPECTOR AS REQUIRED BY THE ORANGE COUNTY BUILDING CODE AT THE COMPLETION OF ROUGH GRADING. 6. FINAL GRADING MUST BE APPROVED BEFORE OCCUPANCY OF BUILDINGS WILL BE ALLOWED PER ORANGE COUNTY BUILDING CODE. INSPECTION NOTES: 1. 1. ROOF DRAINAGE MUST BE DIVERTED FROM GRADED SLOPES. 2. PROVISIONS SHALL BE MADE FOR CONTRIBUTORY DRAINAGE AT ALL TIMES. 3. ALL CONSTRUCTION AND GRADING WITHIN A STORM DRAIN EASEMENT ARE TO BE DONE PER PRIVATE DRAIN PD NO.____________ OR MISCELLANEOUS TRANSFER DRAIN MTD NO. ____________. 4. ALL STORM DRAIN WORK IS TO BE DONE UNDER CONTINUOUS INSPECTION BY THE FIELD ENGINEER. DRAINAGE NOTES 1. ALL WORK MUST BE IN COMPLIANCE WITH THE RECOMMENDATIONS INCLUDED IN THE GEOTECHNICAL CONSULTANT'S REPORT(S) AND THE APPROVED GRADING PLANS AND SPECIFICATIONS. 2. GRADING OPERATIONS MUST BE CONDUCTED UNDER PERIODIC INSPECTIONS BY THE GEOTECHNICAL CONSULTANTS WITH MONTHLY INSPECTION REPORTS TO BE SUBMITTED TO THE CITY. 3. THE SOIL ENGINEER SHALL PROVIDE SUFFICIENT INSPECTIONS DURING THE PREPARATION OF THE NATURAL GROUND AND THE PLACEMENT AND COMPACTION OF THE FILL TO BE SATISFIED THAT THE WORK IS BEING PERFORMED IN ACCORDANCE WITH THE PLAN AND APPLICABLE CODE REQUIREMENTS. 4. ROUGH GRADING MUST BE APPROVED BY A FINAL ENGINEERING GEOLOGY AND SOILS ENGINEERING REPORT. AN AS-BUILT GEOLOGIC MAP MUST BE INCLUDED IN THE FINAL GEOLOGY REPORT. PROVIDE A FINAL REPORT STATEMENT THAT VERIFIES WORK WAS DONE IN ACCORDANCE WITH REPORT RECOMMENDATIONS AND CODE PROVISIONS. THE FINAL REPORT(S) MUST BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 5. FOUNDATION, WALL AND POOL EXCAVATIONS MUST BE INSPECTED AND APPROVED BY THE CONSULTING GEOLOGIST AND SOIL ENGINEER, PRIOR TO THE PLACING OF STEEL OR CONCRETE. 6. BUILDING PADS LOCATED IN CUT/FILL TRANSITION AREAS SHALL BE OVER-EXCAVATED A MINIMUM OF THREE (3) FEET BELOW THE PROPOSED BOTTOM OF FOOTING. GEOTECHNICAL NOTES 1. ALL FILL SHALL BE COMPACTED TO THE FOLLOWING MINIMUM RELATIVE COMPACTION CRITERIA: A) 90 PERCENT OF MAXIMUM DRY DENSITY WITHIN 40 FEET BELOW FINISH GRADE. B) 93 PERCENT OF MAXIMUM DRY DENSITY DEEPER THAN 40 FEET BELOW FINISH GRADE, UNLESS A LOWER RELATIVE COMPACTION (NOT LESS THAN 90 PERCENT OF MAXIMUM DRY DENSITY) IS JUSTIFIED BY THE GEOTECHNICAL ENGINEER. THE RELATIVE COMPACTION SHALL BE DETERMINED BY A.S.T.M. SOIL COMPACTION TEST D1557-91 WHERE APPLICABLE. WHERE NOT APPLICABLE, A TEST ACCEPTABLE TO THE BUILDING OFFICIAL SHALL BE USED. 2. FIELD DENSITY SHALL BE DETERMINED BY A METHOD ACCEPTABLE TO THE BUILDING OFFICIAL. HOWEVER, NOT LESS THAN 10% OF THE REQUIRED DENSITY TEST, UNIFORMLY DISTRIBUTED, AND SHALL BE OBTAINED BY THE SAND CONE METHOD. 3. SUFFICIENT TESTS OF THE FILL SOILS SHALL BE MADE TO DETERMINE THE RELATIVE COMPACTION OF THE FILL IN ACCORDANCE WITH THE FOLLOWING MINIMUM GUIDELINES: A) ONE TEST FOR EACH TWO-FOOT VERTICAL LIFT. B) ONE TEST FOR EACH 1,000 CUBIC YARDS OF MATERIAL PLACED. C) ONE TEST AT THE LOCATION OF THE FINAL FILL SLOPE FOR EACH BUILDING SITE (LOT) IN EACH FOUR-FOOT VERTICAL LIFT OR PORTION THEREOF. D) ONE TEST IN THE VICINITY OF EACH BUILDING PAD FOR EACH FOUR-FOOTVERTICAL LIFT OR PORTION THEREOF. 4. SUFFICIENT TESTS OF FILL SOILS SHALL BE MADE TO VERIFY THAT THE SOIL PROPERTIES COMPLY WITH THE DESIGN REQUIREMENTS, AS DETERMINED BY THE SOIL ENGINEER INCLUDING SOIL TYPES, SHEAR STRENGTHS PARAMETERS AND CORRESPONDING UNIT WEIGHTS IN ACCORDANCE WITH THE FOLLOWING GUIDELINES: A) PRIOR AND SUBSEQUENT TO PLACEMENT OF THE FILL, SHEAR TESTS SHALL BE TAKEN ON EACH TYPE OF SOIL OR SOIL MIXTURE TO BE USED FOR ALL FILL SLOPES STEEPER THAN THREE (3) HORIZONTAL TO ONE VERTICAL. B) SHEAR TEST RESULTS FOR THE PROPOSED FILL MATERIAL MUST MEET OR EXCEED THE DESIGN VALUES USED IN THE GEOTECHNICAL REPORT TO DETERMINE SLOPE STABILITY REQUIREMENTS. OTHERWISE, THE SLOPE MUST BE REEVALUATED USING THE ACTUAL SHEAR TEST VALUE OF THE FILL MATERIAL THAT IS IN PLACE. C) FILL SOILS SHALL BE FREE OF DELETERIOUS MATERIALS. FILL NOTES 5. FILL SHALL NOT BE PLACED UNTIL STRIPPING OF VEGETATION, REMOVAL OF UNSUITABLE SOILS, AND INSTALLATION OF SUBDRAIN (IF ANY) HAVE BEEN INSPECTED AND APPROVED BY THE SOIL ENGINEER. THE BUILDING OFFICIAL MAY REQUIRE A "STANDARD TEST METHOD FOR MOISTURE, ASH, ORGANIC MATTER, PEAT OR OTHER ORGANIC SOILS" ASTM D-2974-87 ON ANY SUSPECT MATERIAL. DETRIMENTAL AMOUNTS OF ORGANIC MATERIAL SHALL NOT BE PERMITTED IN FILLS. SOIL CONTAINING SMALL AMOUNTS OF ROOTS MAY BE ALLOWED PROVIDED THAT THE ROOTS ARE IN A QUANTITY AND DISTRIBUTED IN A MANNER THAT WILL NOT BE DETRIMENTAL TO THE FUTURE USE OF THE SITE AND THE SOILS ENGINEER APPROVES THE USE OF SUCH MATERIAL. 6. ROCK OR SIMILAR MATERIAL GREATER THAN 6 INCHES IN DIAMETER SHALL NOT BE PLACED IN THE FILL UNLESS RECOMMENDATIONS FOR SUCH PLACEMENT HAVE BEEN SUBMITTED BY THE SOIL ENGINEER AND APPROVED IN ADVANCE BY THE BUILDING OFFICIAL. LOCATION, EXTENT, AND ELEVATION OF ROCK DISPOSAL AREAS MUST BE SHOWN ON AN "AS BUILT" GRADING PLAN. 7. CONTINUOUS INSPECTION BY THE SOIL ENGINEER, OR A RESPONSIBLE REPRESENTATIVE, SHALL BE PROVIDED DURING ALL FILL PLACEMENT AND COMPACTION OPERATIONS WHERE FILLS HAVE A DEPTH GREATER THAN 30 FEET OR SLOPE SURFACE STEEPER THAN 2:1. (SECTION J107.8 OF THE COUNTY OF LOS ANGELES BUILDING CODE) 8. CONTINUOUS INSPECTION BY THE SOIL ENGINEER, OR A RESPONSIBLE REPRESENTATIVE, SHALL BE PROVIDED DURING ALL SUBDRAIN INSTALLATION. (SECTION J107.2 OF THE COUNTY OF LOS ANGELES BUILDING CODE) 9. ALL SUBDRAIN OUTLETS ARE TO BE SURVEYED FOR LINE AND ELEVATION. SUBDRAIN INFORMATION MUST BE SHOWN ON AN "AS BUILT" GRADING PLAN. 10. FILL SLOPES IN EXCESS OF 2:1 STEEPNESS RATIO ARE TO BE CONSTRUCTED BY THE PLACEMENT OF SOIL AT SUFFICIENT DISTANCE BEYOND THE PROPOSED FINISH SLOPE TO ALLOW COMPACTION EQUIPMENT TO BE OPERATED AT THE OUTER LIMITS OF THE FINAL SLOPE SURFACE. THE EXCESS FILL IS TO BE REMOVED PRIOR TO COMPLETION OF ROUGH GRADING. OTHER CONSTRUCTION PROCEDURES MAY BE USED WHEN IT IS DEMONSTRATED TO THE SATISFACTION OF THE BUILDING OFFICIAL THAT THE ANGLE OF SLOPE, CONSTRUCTION METHOD AND OTHER FACTORS WILL HAVE EQUIVALENT EFFECT. FILL NOTES (cont.) 1. THE CITY'S PUBLIC WORKS DEPARTMENT SHALL APPROVE ALL OFFSITE CONSTRUCTION PRIOR TO REMOVAL AND REPLACEMENT. ALL PAVEMENT REMOVALS SHALL BE SAW CUT TO A CLEAN STRAIGHT EDGE. ALL OFFSITE IMPROVEMENTS SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER. 2. NO GRADING SHALL COMMENCE PRIOR TO THE APPROVAL OF OBTAINING A GRADING PERMIT FROM THE CITY'S PUBLIC WORKS DEPARTMENT. 3. THESE PLANS HAVE BEEN CHECKED BY THE CITY ONLY FOR CONFORMANCE WITH CITY CODES AND STANDARDS, COMPLIANCE WITH DEVELOPMENT CONDITIONS AND FOR GENERAL CONCEPTUAL APPROVAL OF THE DRAINAGE AND OFFSITE STREET IMPROVEMENTS SHOWN HEREON. NO DETAILED MATHEMATICAL CHECK WAS MADE FOR THE ACCURACY OF THE EXISTING OF PROPOSED DIMENSIONS, LINES OR GRADES SHOWN INCLUDING ALL EXISTING UTILITIES SHOWN OR NOT SHOWN. 4. THE CONTRACTOR SHALL BE REQUIRED TO SWEEP THE STREET AT THE END OF THE DAY. 5. ALL WORK AND GRADING OPERATIONS SHALL BE STAKED BY A LICENSED CIVIL ENGINEER LICENSED TO PROVIDE SURVEYING SERVICES OR LICENSED LAND SURVEYOR APPROVED BY THE OWNER. ADDITIONAL NOTES 1. THE LOCATION OF ANY EXISTING UNDERGROUND UTILITIES OR STRUCTURES SHOWN ON THESE PLANS ARE OBTAINED BY A DILIGENT SEARCH OF AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO TAKE ALL PRECAUTIONARY MEASURES TO PROTECT THE UTILITIES AND STRUCTURES SHOWN AND ANY UTILITIES AND STRUCTURES SUBSEQUENTLY DISCOVERED AND/OR NOT SHOWN ON THESE PLANS. UTILITIES DAMAGED SHALL BE REPAIRED AND/OR REPLACED BY THE CONTRACTOR, TO THE SATISFACTION OF THE ENGINEER OF RECORD, AT NO ADDITIONAL COST TO THE OWNER. 2. THE CONTRACTOR SHALL CALL UNDERGROUND SERVICE ALERT (DIG ALERT) AT LEAST TWO WORKING DAYS PRIOR TO EXCAVATION IN ORDER TO DETERMINE ACTUAL FIELD LOCATIONS OF EXISTING UTILITIES. 3. THE CIVIL ENGINEER SHALL NOT BE RESPONSIBLE IN ANY WAY FOR THE CONTRACTORS AND SUBCONTRACTORS COMPLIANCE WITH THE "OCCUPATIONAL SAFETY AND HEALTH REGULATIONS" OF THE U.S. DEPARTMENT OF LABOR OR WITH THE STATE OF CALIFORNIA DEPARTMENT OF INDUSTRIAL RELATIONS "CONSTRUCTION SAFETY ORDERS". 4. ALL OFF AND ON-SITE TRENCHING AND EXCAVATION SHALL CONFORM TO CAL-OSHA STANDARD, EXCAVATIONS THAT EXCEED FIVE FEET IN DEPTH REQUIRE A CAL-OSHA PERMIT. ENGINEER'S NOTES: 1. CONSTRUCTION CONTRACTOR AGREES THAT IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, CONSTRUCTION CONTRACTOR WILL BE REQUIRED TO ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THE PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL BE MADE TO APPLY CONTINUOUSLY AND NOT LIMITED TO NORMAL WORKING HOURS. 2. THE CONTRACTOR SHALL NOTIFY UNDERGROUND SERVICE ALERT AT LEAST 48 HOURS PRIOR TO COMMENCEMENT OF EXCAVATION TO ARRANGE FOR FIELD LOCATIONS OF UTILITY LINES. CALL 811 FOR THIS SERVICE. ANY UTILITY NOT SUBSCRIBING TO THIS SERVICE SHALL BE CONTACTED DIRECTLY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DETERMINE WHETHER ALL UTILITIES HAVE BEEN NOTIFIED. 3. THE CONTRACTOR SHALL OBTAIN A CITY OF LA PALMA ENCROACHMENT PERMIT FROM THE DEPARTMENT OF PUBLIC WORKS PRIOR TO PERFORMING ANY WORK IN THE CITY RIGHT-OF-WAY. ALL EXCAVATIONS, CONSTRUCTION, AND INSTALLATIONS IN THE CITY RIGHT-OF-WAY REQUIRE INSPECTION BY THE CITY PUBLIC WORKS INSPECTOR. CONTACT THE CITY AT LEAST 48 HOURS IN ADVANCE FOR INSPECTION. FAILURE TO HAVE INSPECTION WILL RESULT IN REOPENING OF THE EXCAVATION AND POSSIBLE RECONSTRUCTION. 4. PRIOR TO EXERCISING ANY RIGHT OR PERFORMING ANY OBLIGATION PURSUANT TO ANY PERMIT ISSUED BY THE CITY OF LA PALMA, THE CONTRACTOR SHALL OBTAIN, FILE, AND MAINTAIN WITH THE CITY OF LA PALMA A POLICY OF INSURANCE OR CERTIFICATE OF INSURANCE TO COVER ANY AND All LIABILITY THAT MAY ARISE FROM THE PERFORMANCE OF ANY WORK PERMITTED BY THE CITY IN THE RIGHT-OF-WAY. 5. ALL CONSTRUCTION ACTIVITIES WITHIN CITY RIGHT-OF-WAY SHALL BE DONE IN ACCORDANCE WITH THE 2009 EDITION OF THE AMERICAN PUBLIC WORKS ASSOCIATION STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION. 6. ALL TRAFFIC CONTROL, BARRICADING, AND CONSTRUCTION SIGNING SHALL BE IN CONFORMANCE WITH THE WORK AREA TRAFFIC CONTROL HANDBOOK (WATCH). 7. A MINIMUM OF 72 HOURS PRIOR TO THE TIME A STREET HAS RESTRICTED PARKING, THE CONTRACTOR SHALL POST TEMPORARY "NO PARKING" SIGNS AS APPROVED BY THE CITY ENGINEER. THESE TEMPORARY SIGNS MAY BE ATTACHED TO PORTABLE BARRICADES OR BY ANY OTHER METHOD APPROVED BY THE CITY ENGINEER. SIGNS SHALL NOT BE POSTED ON ANY TREE OR TRAFFIC SIGN AND NOT BE SPACED MORE THAN 75 FEET APART. AT THE END OF CONSTRUCTION, SIGNS SHALL BE REMOVED IMMEDIATELY FOR VEHICLES TO PARK. 8. NO WATER SHALL BE TAKEN FROM FIRE HYDRANTS WITHOUT APPROVAL FROM THE JURISDICTIONAL WATER AGENCY. 9. DUST SHALL BE CONTROLLED BY SWEEPING AND WATERING. 10. ALL NON-STORM WATER DISCHARGES FROM THE CONSTRUCTION PHASE ACTIVITIES AT THE PROJECT SITE (I.E. MIXING AND CLEANING OF CONSTRUCTION MATERIALS, CONCRETE AND PLASTER WASHOUT, DISPOSAL OF PAINTS, ADHESIVES, SOLVENTS, AND LANDSCAPE PRODUCTS) SHALL BE PROHIBITED FROM ENTERING THE PUBLIC STORM DRAINAGE SYSTEM (INCLUDING MUNICIPAL STREETS, CATCH BASINS, CURBS, GUTTERS, DITCHES, MAN-MADE CHANNELS, OR UNDERGROUND STORM DRAINS). NOTES TO CONTRACTOR: CONTRACTOR AGREES THAT HE SHALL ASSUME SOLE AND COMPLETE RESPONSIBILITY FOR JOB SITE CONDITIONS DURING THE COURSE OF CONSTRUCTION OF THIS PROJECT, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY; THAT THIS REQUIREMENT SHALL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS; AND THAT THE CONTRACTOR SHALL DEFEND, INDEMNIFY, AND HOLD THE CITY, THE OWNERS, AND THE ENGINEER HARMLESS FROM ANY AND ALL LIABILITY, REAL OR ALLEGED, IN CONNECTION WITH THE PERFORMANCE OF WORK ON THIS PROJECT, EXCEPTING FOR LIABILITY ARISING FROM THE SOLE NEGLIGENCE OF THE OWNER OR THE ENGINEER. CONTRACTOR SHALL VERITY ALL CONDITIONS AND DIMENSIONS AND SHALL REPORT ALL DISCREPANCIES TO THE ENGINEER PRIOR TO COMMENCEMENT OF WORK. PRIVATE ENGINEER'S NOTE TO CONTRACTOR: SITE LOCATION

Page 167 of 173 ends

50' TO CENTER LINE

50.00'
TO CENTER LINE 8'
8' 42'
5 1
5 5
5 10 10 10 10 10 10
3 3
3 3
4 4
2 2
6 7 7 7
7 7
7 7
7 9
7 7
8 8 8
8 8
88 8 8 8
8 8
8 8
8 8
8 8
9 2
8 8
8 6
7 1
2 2
2 7 11 12 1010 SCALE 1"= 20' 010201040 20 40 DEMOLITION PLAN SCALE 1"=20' Of 07 SHEETS PW PROJECT # SHEET 25092

CALIFORNIA JPIA
8081 MOODY ST, LA PALMA, CA 90623
201 E Sandpointe Ave., #400
Santa Ana, CA 92707
Phone: 949-954-7244
[email protected]
www.corestructure.com
Core Civil Engineering, Inc.

AMIR DEIHIMI
R.C.E. C78194 EXP. 09/30/2025
DATE
2025-05-14
FROM THE GROUND UP C-2 02

DEMOLITION PLAN CONSTRUCTION KEY NOTE REMOVE EXISTING DRIVEWAY APPROACH REMOVE EXISTING PARKING REMOVE EXISTING CONCRETE V-DITCH REMOVE EXISTING CATCH BASIN REMOVE EXISTING STRUCTURAL REMOVE EXISTING SIDEWALK REMOVE EXISTING TREE REMOVE EXISTING CURB REMOVE EXISTING PLANTER REMOVE EXISTING WALL REMOVE EXISTING HIGH VOLTAGE REMOVE EXISTING GAS METER 1 2
3 4
5 6
7 89101112

Page 168 of 173 ends

UP PROPOSED BUILDING FF= 45.70' PAD = 44.95' 2% 5% 2%
1%
2%
2%

0.5%
2% SD SD SD

SD SD SD
SD
SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD SD 2% EXIST. BUILDING PROTECT IN PLACE
2% 2% 2%
2% SD SD SD
SD SD
2% 2% 2% 2% 1%
2% 45.68 FS 45.68 FS 45.68 FS 45.68 FS 44.64 HP (44.77 FS) 44.89 FS JOIN EXSITNG 45.04 FS 44.50 FL (44.95 TC) (44.45 FS) 44.81 TC 45.39 FS 44.72 TC 44.38 FS JOINT EXIST. 45.25 HP 45.42 FS 45.25 FG 45.70 TC 45.40 FS (43.90 FS) 44.64 FS45.30 FS 44.40 TG 45.40 TG 42.73 INV 40.60 INV-INLET 44.88 TG 44.00 INV 43.59 TG 42.37 INV 45.13 TG 42.63 INV 43.74 TG 42.74 INV 45.40 TG 42.24 INV 45.27 TG 42.33 INV 2%
SD 2%
2% (43.70 FG) 44.50 TC 44.00 FG 44.00 TG 42.54 INV 44.81 TC JOINT EXIST. 2% 2% 43.59 TG 42.17 INV 44.00 TG 41.97 INV 44.00 TG 41.77 INV 44.00 TG 41.57 INV 44.00 TG 41.37 INV 44.00 TG 41.17 INV 44.00 TG 40.97 INV 44.00 TG 40.77 INV 40.50 INV 40.30 INV INLET 43.59 TG 40.64 INV 0.5%

0.5% 0.5% 45.50 TC 45.00 FG 43.48 INV (43.44 FL)
SD
SD
SD
SD
SD 45.40 TG 42.04 INV 44.17 TG 42.16 INV
2%
2% 44.42 FS 44.25 FG (44.20 FG) 2%
2% 1% 43.85 TG 42.85 INV 5% 45.19 TG 43.15 INV 44.37 TG 43.37 INV 2% 45.40 TG 42.35 INV 45.40 TG 42.44 INV 45.40 TG 41.93 INV 43.85 TG 42.65 INV 43.95 FG 2% 43.85 TG 42.45 INV 2% 43.85 TG 42.25 INV 2% 43.85 TG 42.05 INV 2% 43.85 TG 41.85 INV 2% 43.85 TG 41.65 INV 2% 43.85 TG 41.45 INV 2%2% SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 2% 41.35 INV INLET 1% 43.95 FG
1 5
5 5
8 7
5 13 13 10 10 DS DS 11 11 11 11
12 12 DS DS DS DS
3 4
9 4
4 4
4 4
1 1
1 1
1 1
1 1 1
1 1
1 1
1 1
1 1
1 1
1 1
1 6
1 1
1 1
1 1
1 1
2 2
2 2
2 2 2 2
2 2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2 2
2 22
2 44.00 TG 42.74 INV 44.00 TG 42.54 INV
1 1 2% (44.05 FS)

1.7% 44.00 FS
2 11 15 15 14
℄ LA PALMA AVE
℄ MOODY ST. 45.68 FS SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 44.00 TG 41.92 INV
1 44.00 TG 41.72 INV
1 44.00 TG 41.52 INV
1 44.00 TG 41.32 INV
1 44.00 TG 41.12 INV
1 44.00 TG 40.92 INV
1 2% 2%
2% 2% 2%
2% 2% 2%
2% 2% 2%
2% 2% 2%
2% 2% 2%
2 2 2 2
2 SD SD SD
SD SD

SD SD SD SD SD SD SD SD SD
2% 2%45.50 HP 45.40 TG 42.93 INV
1 2

SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
2% 45.60 FG
2%
2% 2%2%2% 45.18 FS 45.52 FS 45.35 FS 44.88 HP 45.13 FS 2% 45.52 FS 45.68 FS 45.68 FS 46.10 TC 45.60 FG 45.52 FS 45.68 FS 2% 45.40 TG 41.73 INV 1 2 45.68 FS 45.68 FS 45.68 TC 45.29 FS 45.40 TG 41.84 INV 1 2% 2%
2% 2% 45.50 HP 2% 45.68 FS
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 45.50 HP 45.50 HP 2% 2% 2% 2% 2% 45.66 TC 45.40 FS 45.45 FG 2% 2%
SD 45.47 HP 2% 2% 41.61 INV 45.27 TG 42.13 INV
1 45.27 TG 41.93 INV
1 45.27 TG 41.73 INV
1 45.27 TG 41.53 INV
1 45.47 HP 2% 2% 45.47 HP2% 2% 45.47 HP 2% 2%
2 2
2 10 45.68 FS 45.30 FS 1%
SD
SD
1%
2 45.14 TG 42.42 INV
1 SD SD SD SD
SD SD SD 45.14 TG 43.55 INV
1 SD SD
SD SD 45.14 TG 43.55 INV
1 45.50 TC 45.15 FG 2% SD SD SD SD SD SD SD SD SD SD SD SD SD SD 45.03 FG 2% 45.27 TC 44.77 FS 45.14 TG 43.07 INV 1 SD SD SD 45.66 TC 45.16 FS 45.66 TC 45.66 FS
2% 45.66 FS JOIN EXISTING
2% 2% 1212 12 12 17 17
SD

SD SD SD
SD 45.50 TG 44.35 INV
1 2% SD 44.15 INV
SD SD SD SD SD 2% LEGEND EXISTING CONTOUR PROPOSED CONTOUR SPOT ELEVATION PROPOSED HARDSCAPE AREA PROPOSED LANDSCAPE AREA PARKING ON LAWN AREA PROPOSED STORM DRAIN FLOW LINE PROPERTY LINE SURFACE SLOPE STORM DRAIN SLOPE PAD PROPOSED PAD ELEVATION FS PROPOSED FINISHED SURFACE FG PROPOSED FINISHED GROUND FF PROPOSED FINISHED FLOOR INV INVERT OF PIPE TG TOP OF GRATE PL PROPERTY LINE TW TOP OF WALL HP HIGH POINT EXIST EXISTING TC TOP OF CURB 100 100 100FS SD X.X% S=X.X% SCALE 1"= 20' 010201040 20 40 PRELIMINARY GRADING AND DRAINAGE PLAN SCALE 1"=20' Of 07 SHEETS PW PROJECT # SHEET 25092

CALIFORNIA JPIA
8081 MOODY ST, LA PALMA, CA 90623
201 E Sandpointe Ave., #400
Santa Ana, CA 92707
Phone: 949-954-7244
[email protected]
www.corestructure.com
Core Civil Engineering, Inc.

AMIR DEIHIMI
R.C.E. C78194 EXP. 09/30/2025
DATE
2025-05-14
FROM THE GROUND UP C-3 03

PRELIMINARY GRADING

AND DRAINAGE PLAN
2 3
4 1 CONSTRUCTION KEY NOTE INSTALL 6" DIA. DRAIN NDS 40 W/RISER AND ADAPTOR OR EQUAL. INSTALL 6" DIA. PVC SCHEDULE 40 OR SDR 35 PIPE DRAIN WITH 1% MINIMUM SLOPE. FURNISH AND INSTALL BELLOW GRADE 5,000 GALLONS JENSEN PRECAST CISTERN. INSTALL DOWNSPOUT, LOCATION PER ARCHITECTURAL DRAWINGS. CONSTRUCT 3' WIDTH CONCRETE V-DITCH. INSTALL 18" x 18" SQUARE CATCH BASIN. FURNISH AND INSTALL JANSEN PRE-CAST PUMP STATION. INSTALL 4"Ø CAST IRON PIPE WITH 2% MINIMUM SLOPE UNDER THE SIDEWALK PER APWA 150-3 STANDARD PLAN. INSTALL 30" x 30" SQUARE CATCH BASIN. CONSTRUCT NEW WALKWAY PER ARCHITECTURAL PLAN. CONSTRUCT PARKING CURB TO MATCH EXISTING. NEW LANDSCAPE PER LANDSCAPE DRAWINGS. CONSTRUCT NEW PARKING ON TURF PER ARCHITECTURAL PLAN. NEW TRASH ENCLOSURE PER ARCHITECTURAL PLANS. CONSTRUCT NEW SIDEWALK PER STD 113-2. NEW PARKING AND DRIVE AISLE - PAVEMENT PER SOIL REPORT RECOMMENDATIONS NEW 8'-0" H WROUGHT-IRON FENCING ALONG PROPERTY PERIMETER TO MATCH EXIST. 5 6
7891011121314 NOTE
· SEPARATE ENCROACHMENT PERMIT IS REQUIRED FOR ALL WORK DONE IN THE PUBLIC RIGHT-OF-WAY. 151617

Page 169 of 173 ends

3540455055
. 3540455055 ɓ ɓ EXISTING SURFACE FF= 45.70' PAD = 44.95' 1% 2% EXISTING BUILDING TO REMOVED EXISTING DRIVEWAY IS TO BE REMOVED AND REPLACED WITH PUBLIC SIDEWALK FLOW LINE FLOW LINE 2% CONSTRUCT 3' WIDTH CONCRETE V-DITCH CONSTRUCT 3' WIDTH CONCRETE V-DITCH LIMIT OF GRADING EXISTING BUILDING TO REMOVED EXISTING SURFACE 5% SLOPE

5.00' OVER EXCAVATION
1 1
1 1 EXISTING SURFACE 2% SLOPE 1% 2% 2% 2% PROPOSED FENCE 3540455055 ɓ 3540455055 LIMIT OF GRADING EXISTING BUILDING FF= 45.70' PAD = 44.95' EXISTING SURFACE REMOVED EXISTING CURB EXISTING CURB EXISTING SURFACE 2% 2% 2% FLOW LINE 2% 2% 5% PROPOSED CURB PROPOSED SURFACE CONSTRUCT 3' WIDTH CONCRETE V-DITCH PROPOSED SURFACE ℄ LA PALMA AVE EXISTING CURB 50.00' TO CENTER LINE 5% SLOPE OVER EXCAVATION

5.00'
1 1
1 1 2% 1%

0.25' 1.5' 1.5' 3' 1"
3 8
" LIP (TYP.)
0" LIP AT HANDICAP STALLS LEVELLINE FLOWLINE
6" 4" MIN. AGGREGATE BASE AC PAVEMENT 3' WIDE CONCRETE DITCH DETAIL NOT TO SCALE FF 6"

MIN CONCRETE PAD WIDTH PER PLAN
8"

MIN PAD FF WEEPSCREED WEEPSCREED BUILDING DRAINAGE DETAIL NOT TO SCALE FF 6"
MIN. CONCRETE PAD WIDTH PER PLAN
8"

MIN PAD WEEPSCREED BUILDING DRAINAGE DETAIL NOT TO SCALE FF WEEPSCREED ɓ
ɓ
ɓ
ɓ WIDTH PER PLAN WIDTH PER PLAN 5% 5% MIN MIN 2%MIN 2%MIN 5%MIN 2%MIN 5%MIN2%MIN TOP OF GRATE ELEV. PER PLAN SEE NOTES FOR GRATE TYPE FINISH GRADE ADAPTOR 6" PVC RISER (IF NEEDED) 90° PVC ELL. 6" PVC SDR 35 1' MIN. INV. PER PLAN PER PLAN 6" MIN PVC MAIN W/ TEE OR WYE NOTE: 1. ALL FITTINGS BY: NDS, INC. (OR EQUAL) PHONE: 1-800-726-1994 2. REFER TO GRADING PLAN FOR FINISH GRADING. 3. DO NOT GLUE GRATE OR RISER TO PIPE. 4. GLUE "I.P.S. WELD ON" #773 SOLVENT (MEDIUM BODIED FAST SET) FOR PIPE THRU 6" Ø. 5. ALL PIPES TO BE 6" Ø PVC SDR 35 . PER PLAN 6" PVC SDR 35 6" PVC RISER (IF NEEDED) OR TOP OF GRATE ELEV. PER PLAN 1' MIN. NDS 6P01 TEE SEE NOTES FOR GRATE TYPE FINISH GRADE PER PLAN INV. PER PLAN INLET DRAIN DETAIL NOT TO SCALE 6" PVC SDR 35 BUILDING FACE 1"
1" 1% MIN. PVC 45° ELL. DOWNSPOUT PER ARCHITECT'S PLAN DOWNSPOUT EXTENSION ATTACHED W/ (1) SCREW EACH SIDE "N.D.S." BLACK 4" ROUND GRATE DOWNSPOUT ADAPTER NDS 903 OR PIPE INCREASER ATTACHMENT NDS 407 PVC RISER (LENGTH VARIES) FINISH GRADE PVC SDR 35 OR SCHED 40 DOWNSPOUT DETAIL NOT TO SCALE CROSS SECTION 4' X 4' SQUARE 2% FS 4"Ø PVC OVERFLOW FS INLET AC PAVEMENT PER PLAN CAP OVERFLOW PIPE TO STREET OUTLET PIPE PER PLAN PRE-FAB FIBERGLASS PIT OR EQUIVALENT 13" MIN.
48" MAX.
78" OUTLET INVERT
64" OUTLET INVERT
3'
MIN. 24" CAST IRON FRAME & TRAFFIC RATED COVER OUTLET PIPE PER PLAN 199" NOT TO SCALE 1 1 EXCAVATION LINE DETENTION TANK (JENSEN PRE-CAST HOLDING TANK) NOTES: - TANK IS DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS (WATER TABLE BELOW TANK). - SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER. SHEET: REV:1 CREATED: MODIFIED: PART NUMBER: DRAWN BY: DESCRIPTION: Tank JZ 5000 Gallon 6 Inch Layout Holding Tank 24"E, 24"E No Baffle WWW.JENSENPRECAST.COM LAYOUT DRAWING MAIN PUMP PER PLAN BACK-UP PUMP PER PLUMBING DRAWINGS 5000 GALLONS 4000 GALLONS SIZE DIMENSIONS CAPACITY LENGTH WIDTH HEIGHT 199" 92" 96" 199" 92" 82" OVERFLOW TO OTHER TANK 4' X 4' SQUARE INLET FROM TANK CAP OVERFLOW PIPE TO STREET OUTLET PIPE PER PLAN PRE-FAB FIBERGLASS PIT OR EQUIVALENT OUTLET PIPE PER PLAN MAIN PUMP PER PLAN BACK-UP PUMP PER PLUMBING DRAWINGS NO. 1 PUMP ONNO. 2 PUMP ONHIGH WATER ALARM CONTROL BOX INCLUDES CIRCUIT BREAKER FOR EACH PUMP; MAGNETIC STARTER WITH 3 LEG PROTECTION FOR EACH PUMP; HAND-OFF-AUTO SWITCHES AND RUN LIGHTS FOR EACH PUMP; AND BELL ALARM AT SEPARATE ENCLOSURE SUMP PUMP DETAIL NOT TO SCALE 4' Ø WEATHER-PROOF STEEL GRATE BY "ALHAMBRA" FOUNDRY AC PAVEMENT PER PLAN AC PAVEMENT PER PLAN A
E TYPICAL DRIVEWAY / HARDSCAPE SECTION DETAIL NOT TO SCALE NOTES: 1. THIS DETAIL IS FOR REFERENCE ONLY TO ILLUSTRATE SOILS REPORT REQUIREMENTS. HARDSCAPE DESIGN BY OTHERS. 2. SEE SOILS REPORT FOR OVEREXCAVATION AND SUBGRADE PREPARATION REQUIREMENTS.

B
F SURFACE TEXTURE, TILE, PAVERS, ETC. PER LANDSCAPE PLANS C
D
A
BC
D
E
F MIN. SLAB THICKNESS MIN. AGG. BASE THICKNESS MIN. REINFORCEMENT (O.C./E.W.) MAX. SAWCUT OR COLD JT. SPACING THICKENED EDGE DEPTH THICKENED EDGE WIDTH 6" DRIVEWAYS 6" 6" 8" 12" #4@12" 4" HARDSCAPE 4" 6" 8" 12" #4@12" UNDISTURBED COMPETENT SOIL OR 90% COMPACTION MOISTURE CONDITION SOIL SUB GRADE PER SOIL ENGINEER RECOMMENDATION. Of 07 SHEETS PW PROJECT # SHEET 25092

CALIFORNIA JPIA
8081 MOODY ST, LA PALMA, CA 90623
201 E Sandpointe Ave., #400
Santa Ana, CA 92707
Phone: 949-954-7244
[email protected]
www.corestructure.com
Core Civil Engineering, Inc.

AMIR DEIHIMI
R.C.E. C78194 EXP. 09/30/2025
DATE
2025-05-14
FROM THE GROUND UP C-4 04
SECTIONS AND DETAILS SECTION A-A SCALE 1"=10' SECTION B-B SCALE 1"=10'

Page 170 of 173 ends

CROSS SECTION 4' X 4' SQUARE 2% FS 4"Ø PVC OVERFLOW FS INLET AC PAVEMENT PER PLAN CAP OVERFLOW PIPE TO STREET OUTLET PIPE PER PLAN PRE-FAB FIBERGLASS PIT OR EQUIVALENT 13" MIN.
48" MAX.
78" OUTLET INVERT
64" OUTLET INVERT
3'
MIN. 24" CAST IRON FRAME & TRAFFIC RATED COVER OUTLET PIPE PER PLAN 199" NOT TO SCALE 1 1 EXCAVATION LINE DETENTION TANK (JENSEN PRE-CAST HOLDING TANK) NOTES: - TANK IS DESIGNED FOR H-20 TRAFFIC WHEEL LOAD WITH DRY SOIL CONDITIONS (WATER TABLE BELOW TANK). - SUITABLE NATIVE OR SUB-BASE SHALL BE PREPARED TO HANDLE ANTICIPATED THE EXCAVATION SHALL BE BEDDED WITH SUITABLE GRANULAR MATERIAL AND SHALL BE COMPACTED TO 90% MAXIMUM DRY DENSITY, OR TO REQUIREMENTS OF THE PROJECT GEOTECHNICAL ENGINEER. SHEET: REV:1 CREATED: MODIFIED: PART NUMBER: DRAWN BY: DESCRIPTION: Tank JZ 5000 Gallon 6 Inch Layout Holding Tank 24"E, 24"E No Baffle WWW.JENSENPRECAST.COM LAYOUT DRAWING MAIN PUMP PER PLAN BACK-UP PUMP PER PLUMBING DRAWINGS 5000 GALLONS 4000 GALLONS SIZE DIMENSIONS CAPACITY LENGTH WIDTH HEIGHT 199" 92" 96" 199" 92" 82" OVERFLOW TO OTHER TANK Of 07 SHEETS PW PROJECT # SHEET 25092

CALIFORNIA JPIA
8081 MOODY ST, LA PALMA, CA 90623
201 E Sandpointe Ave., #400
Santa Ana, CA 92707
Phone: 949-954-7244
[email protected]
www.corestructure.com
Core Civil Engineering, Inc.

AMIR DEIHIMI
R.C.E. C78194 EXP. 09/30/2025
DATE
2025-05-14
FROM THE GROUND UP C-5 05

DETAILS

Page 171 of 173 ends

UP PROPOSED BUILDING FF= 45.70' PAD = 44.95' 2% 5% 2%
1%
2%
2%

0.5%
2% SD SD SD

SD SD SD
SD
SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD
SD
SD
SD SD 2% EXIST. BUILDING PROTECT IN PLACE
2% 2% 2%
2% SD SD SD
SD SD
2% 2% 2% 2% 1%
2%
2%
SD 2%
2% 2% 2% 0.5%

0.5% 0.5%
SD
SD
SD
SD
SD
2%
2% 2%
2% 1% 5%
2% 2%2%2%2%2%2%2%2%
SD SD
SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 2% 1% SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10
2% SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 TC-1 SE-7 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 50' TO CENTER LINE

1.7%
WM-5
WM-8
WM-1
WM-2
WM-3 SE-5 SE-5 SE-5 SE-5 SE-5
WM-4 WM-9 8'
8' 42'
℄ LA PALMA AVE SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 2% 2%
2% 2% 2%
2% 2% 2%
2% 2% 2%
2% 2% 2%
2% 2% 2%

SD SD SD
SD SD

SD SD SD SD SD SD SD SD SD
2% 2% SD SD SD SD SD SD

SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD
2%
2%
2% 2%2%2% 2% 2%
2% 2%
2% 2% 2% SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD 2% 2% 2% 2% 2% 2% 2%
SD 2% 2% 2% 2% 2% 2% 2% 2% 1%
SD
SD
1%

SD SD SD SD

SD SD SD
SD SD
SD SD 2% SD SD SD SD SD SD SD SD SD SD SD
SD SD SD 2% SD SD SD
2%
2% 2% SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SE-10 SD

SD SD SD
SD 2% SD
SD SD SD SD SD SE-10 SE-10
2% EROSION CONTROL BMPS EC-1 SCHEDULING SCHEDULE PREPARED BY CONTRACTOR SHALL BE ON-SITE DURING CONSTRUCTION. TEMPORARY SEDIMENT CONTROL SE-5 FIBER ROLLS INSTALL WHERE SHOWN ON PLAN. SE-7 STREET SWEEPING AND VACUUMING STREET SHALL BE SWEEPED, SEDIMENT COLLECTED, AND DISPOSED OF OFF-SITE ON A DAILY BASIS. SE-10 STORM WATER INLET PROTECTION ONCE INLET RISERS ARE CONSTRUCTED, SURROUND RISERS WITH GRAVEL BAGS OR CAP THE RISER TO REDUCE SEDIMENT INTRODUCTION TO THE AREA DRAIN SYSTEM. WIND EROSION CONTROL BMPS WE-1 WIND EROSION CONTROL WATER OR COVER MATERIAL SHALL BE USED TO ALLEVIATE DUST NUISANCE ON THE ROUGH GRADED PADS AND ANY STOCKPILE AREAS. TRACKING CONTROL TC-1 STABILIZED CONSTRUCTION EXIT RUMBLE RACK SHALL BE PLACED ON THE DRIVEWAY TO ENSURE THAT ALL VEHICLES LEAVING THE SITE PASS OVER THE DEVICES BEFORE ENTERING THE PUBLIC STREET. NON-STORMWATER MANAGEMENT NS-6 ILLICIT CONNECTION / ILLEGAL DISCHARGE CONTRACTOR SHALL REPORT ILLICIT CONNECTIONS OR ILLEGALLY DUMPED MATERIALS ON SITE TO THE RESIDENT ENGINEER IMMEDIATELY AND CONTRACTOR SHALL TAKE NO FURTHER ACTION UNTIL THE RESIDENT ENGINEER PROVIDE A RESPONSE/ NS-7 POTABLE WATER / IRRIGATION EXCISE CARE DURING CONSTRUCTION TO PREVENT NON-STORMWATER DISCHARGES. NS-8 VEHICLE AND EQUIPMENT CLEANING NS-9 VEHICLE AND EQUIPMENT FUELING NS-3 PAVING AND GRADING OPERATIONS APPLY PARAMETER CONTROLS AND VACUUMING TO PREVENT NON-STORMWATER DISCHARGE. NS-10 VEHICLE AND EQUIPMENT MAINTENANCE ALL VEHICLES AND EQUIPMENT WILL BE MAINTAINED OFF-SITE. NS-12 CONCRETE CURING APPLIES TO ALL CONCRETE CONSTRUCTION. NS-13 CONCRETE FINISHING APPLIES TO ALL CONCRETE CONSTRUCTION. ALL VEHICLES AND EQUIPMENT WILL BE FUELED OFF-SITE. ALL VEHICLES AND EQUIPMENT WILL BE CLEANED OFF-SITE. NS-1 WATER CONSERVATION PRACTICES MAINTAIN WATER EQUIPMENT TO PREVENT NON-STORMWATER DISCHARGES. WASTE MANAGEMENT AND MATERIALS POLLUTION CONTROL WM-3 STOCKPILE MANAGEMENT MATERIALS STOCKPILES SHALL BE SURROUNDED BY A TEMPORARY SEDIMENT BARRIER AND COVERED TO MAINTAIN DUST CONTROL. WM-4 SPILL PREVENTION AND CONTROL AMPLE CLEAN-UP SUPPLIES FOR STORED MATERIALS SHALL BE KEPT ON-SITE. EMPLOYEE SHALL BE EDUCATED ON THE CLASSIFICATION OF SPILLS AND APPROPRIATE RESPONSES. WM-5 SOLID WASTE MANAGEMENT WM-8 CONCRETE WASTE MANAGEMENT WM-2 MATERIAL DELIVERY AND STORAGE MATERIALS FOR CONSTRUCTION SHALL BE USED IN ACCORDANCE WITH PRODUCT DIRECTION. WM-9 SANITARY / SEPTIC WASTE MANAGEMENT ON-SITE FACILITY SHALL BE PROVIDED AND MAINTAINED BY THE CONTRACTOR FOR THE DURATION OF THE PROJECT. AN ON-SITE CONCRETE WASHOUT AREA SHALL BE CONSTRUCTED, USED, AND DISPOSED OF IN A MANNER WHICH MEETS THE REQUIREMENT OF THE CITY. SOLID WASTE FROM CONSTRUCTION ACTIVITIES SHALL BE STORED IN APPROPRIATE CONTAINERS. FULL CONTAINERS SHALL BE DISPOSED OF PROPERLY. WM-1 MATERIAL USE MATERIALS SHALL BE STORED ON-SITE IN ORIGINAL MARKED CONTAINERS AND COVERED FROM RAIN AND WIND. MATERIAL INVENTORY SHALL CONSIST OF SUPPLY REQUIRED FOR A FEW DAYS. FIBER ROLLS INSTALL A FIBER ROLL NEAR SLOPE WHERE IT TRANSITIONS INTO A STEEPER SLOPE NOTE: INSTALL FIBER ROLL ALONG A LEVEL CONTOUR.

VERTICAL SPACING MEASURED ALONG THE FACE OF THE SLOPE VARIES BETWEEN 10' AND 20' FIBER ROLL 8" MIN

SLOPE VARIES
3 4" X 3
4" WOOD STAKES
12" MIN MAX 4' SPACING
2" MIN
4" MAX FIBER ROLLS DETAIL NOT TO SCALE
4' MAX
4' MAX
4' MAX
4' MAX SECTION A-A
A
A GRAVEL BAGS (TYP.) MIN. 5" THICK 4" TYP. 2 BAGS MIN GRAVEL BAGS GRAVEL BAG FOR INLETS DETAIL NOT TO SCALE STABILIZED CONSTRUCTION ENTRANCE DETAIL NOT TO SCALE

HARD SURFACE

PUBLIC ROAD
30' MIN
6"
MIN
12' MIN FILTER FABRIC 6" THICK 3
4" AGGREGATE BASE INSTALL TWO TRACK OUT PLATES R20" SCALE 1"= 20' 010201040 20 40 EROSION CONTROL PLAN SCALE 1"=20' Of 07 SHEETS PW PROJECT # SHEET 25092

CALIFORNIA JPIA
8081 MOODY ST, LA PALMA, CA 90623
201 E Sandpointe Ave., #400
Santa Ana, CA 92707
Phone: 949-954-7244
[email protected]
www.corestructure.com
Core Civil Engineering, Inc.

AMIR DEIHIMI
R.C.E. C78194 EXP. 09/30/2025
DATE
2025-05-14
FROM THE GROUND UP C-6 06

EROSION CONTROL PLAN

Page 172 of 173 ends

Of 07 SHEETS PW PROJECT # SHEET 25092

CALIFORNIA JPIA
8081 MOODY ST, LA PALMA, CA 90623
201 E Sandpointe Ave., #400
Santa Ana, CA 92707
Phone: 949-954-7244
[email protected]
www.corestructure.com
Core Civil Engineering, Inc.

AMIR DEIHIMI
R.C.E. C78194 EXP. 09/30/2025
DATE
2025-05-14
FROM THE GROUND UP C-7
SOIL RECOMMENDATIONS 07

Page 173 of 173 ends

La Palma City CouncilFebruary 3, 2026

La Palma City Council
February 3, 2026