20'-6"20'-9"3"
(E)
(E)
(E) D.G. BASEBALL FIELD
(E) DUGOUTS
(CLASSROOMS)
(E) BLDG "B"
(SANCTUARY
OVERFLOW/ MPR)
(E) BLDG "B"
(E) BLDG "A"
W M
(E) PLAY APPARATUS AREA
(E) RELO C/R
MODULAR
CLASSROOM
(E) RELO C/R
(E) RELO C/R
P.L.
(E) PLANTED FREEWAY EMBANKMENT
(E) ASPHALT
PARKING LOT
U
U
U
LOW
TR
TR
DF
FR
(SANCTUARY/GYM/LOBBY)
OCC: A3 / CONST: IIIB-SPR
(E) BLDG "A"
(CLASSROOMS & RELATED SPACES)
OCC: E / CONST: VB-SPR
(OFFICES)
OCC: B / CONST: VB-SPR
(E) 4HR TILL-UP WALL SEPARATION
(E) ASPHALT DRIVE
(E) ASPHALTPARKING LOT
LIMIT OF WORK
ASSUMEDPROPERTY LINE
(E) C/O
(E) STORAGE CONTAINERS
(E) FIRE LANE /
PARKING AREA
LIMIT OF WORK
(E)
(E)
LIMIT OF WORK
(E) PARKING LOT
N.A.P.
(E) FIELD
N.A.P.
(E) CONCRETE TO BEPROTECTED IN PLACE
(E) SHED
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
(N) MPR METALBLDG."D"
(E) FIRELANE
28'-5"
BIKE RACK
4,050 SQ. FT.
19,430 SQ. FT.
40,856 SQ. FT.
40,856 SQ. FT.
STOP
STOP
(E)
(E)
19,430 SQ. FT.
A
2,175 SQ. FT.
2,175 SQ.FT.
870 SQ. FT
CUP-2024-00030
2,175 SQ. FT.
B
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FORDATE BY
START OF DOCUMENT
DOCUMENTATIONDATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23MAB
Revised Conditional Use Permit;
City of Murrieta
Calvary Chapel Murrieta Building (D)
24225 Monroe Ave
Murrieta, CA 92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.com
Building relationships,
transforming environments.
A R C H I T E C T U R E
W:
1ST PL. CHK05/06/24F.A.R.
PLOT
DATE:
PLOTTED
BY:
REVISIONSDATE BY
[email protected]
[ph] 909-259-9428
Ontario, CA 91761
4345 E. Lowell Street
LandArq
Landscape Architects & Planners
Suite M
S.P.
2ND PL. CHK08/09/24F.A.R.
F.A.R.
L
S
ARCH
ACS
RENEWAL DATE
F
ET
O
TA
F
ILAC
DATE DNA
A
ORNI ITECT
PE
SIGNATURE
FAUSTOA.REYESLIC.
NO.4175
09/30/2025
10.24.24 R ETSIGE
RED
3RD PL. CHK10/24/24F.A.R.
COVER SHEET
SCALE: N.T.S
91 VICINITY MAP
PROJECT DIRECTORY
Owner
CALVARY CHAPEL
24225 MONROE AVE
MURRIETA, CA 92562
CONTACT: JEN BURSCH
Landscape Architect
LANDARQ INC.
4345 E. LOWELL ST. SUITE M
ONTARIO, CALIFORNIA 91761
CONTACT: FAUSTO REYES
909-259-9428
Architect
FORMILLUS ARCHITECTURE
355 N. SHERIDAN ST
CORONA, CA 92880
CONTACT: MICHAEL BERM
(951) 530-8778
Civil Engineer
RICK ENGINEERING COMPANY
1770 IOWA AVE SUITE 100
RIVERSIDE, CA 92507
CONTACT: KRISTIN WERKSMAN
(951) 782-0707 EXT. 2787
EXISTING ZONE: CIVIC/ INSTITUTIONAL - (C/I)
ZONING/LAND USE
APN: 949-090-038
LEGAL DESCRIPTION OF PROPERTY
WATER:R.C.W.D.
SEWER:R.C.W.D.
GAS:SoCal Gas Co.
ELECTRIC: SCE
UTILITY PURVEYORS
L1.00 COVER SHEET
LC1.00 CONSTRUCTION PLAN
LI1.00 IRRIGATION PLAN
LP1.00 PLANTING PLAN
INDEX OF SHEETS
INDIANA AVE
LA SIERRA AVE
VICTORIA AVE
MACALLISTER ST
LYON AVE
DUFFERIN
ORCHARD AVE
AVE
DUFFERIN
AVE
LA SIERRA AVE
SITE
SECONARY
ENTRY
PRIMARY
ENTRY
N.T.S.
PROJECT
AREA
L1.00
REVISED CONDITIONAL USE PERMIT;
CITY OF MURRIETA
CALVARY CHAPEL MURRIETA
METAL BUILDING (D)
CITY OF MURRIETA
LP1.01 EXISTING TREE PLAN
NEW 4,680 SQ. FT. METAL BUILDING FOR THE PURPOSES OF CLASSROOM AND OFFICE
SPACE TO SERVE EXISTING MEMBERS OF THE CALVARY CHAPEL ON A PREVIOUSLY DEVELOPED SITE.
PROJECT DESCRIPTION
EXISTING GENERAL PLAN LAND USE DESIGNATION: CIVIC/ INSTITUTIONAL - (C/I) SINGLE- FAMILY 1,
RESIDENTIAL (SF-1)
SINGLE- FAMILY 1,
RESIDENTIAL (SF-1)
OPEN SPACE (OS)
PARKS AND OPEN SPACE (P/ OS)
CIVIC/ INSTITUTIONAL (C/I)
APPLICABLE CODES
PROPOSED WORK SHALL COMPLY WITH FOLLOWING: 2022 CALIFORNIA BUILDING CODE REQUIREMENTS: 2022 CBC, 2022 CEC, 2022 CFC, 2022 CPC, 2022 CMC, 2022 CA ENERGY CODE, 2022 CA GREEN CODE, MURRIETA MUNICIPAL CODE.
LOT 4 AND A PORTION OF LOT 5 OF TRACT NO. 26097, IN THE CITY OF MURRIETA, AS SHOWN BY MAP ON FILE IN BOOK 252, PAGES 8 THROUGH 10, OF MAPS, RECORDS OF RIVERSIDE COUNTY, STATE OF CALIFORNIA.
DEFERRED SUBMITTALS
FIRE SPRINKLER
FIRE ALARMS
1. (E) BLDG "A"
(SANCTUARY/GYM/LOBBY)
AREA: 40,856 SQ. FT.
2. (E) BLDG "B1"
(SANCTUARY OVERFLOW/ MPR)
AREA: 4,050 SF
3. (E) BLDG "B2"
(CLASSROOMS)
AREA: 19,430 SF
BUILDING FOORPRINT:
4. (E) BLDG "C"
(CLASSROOMS)
AREA: 35,395 SF
5. NEW BLDG "D"
PROPOSED MPR BLDG
AREA: 4,680 SF
(5) PORTABLE BUILDINGS
EXISTING LOT COVERAGE : 104,081SF / 352,836 SF = 29% AREA:4,680 SF
A. (E) MODULAR BLDG
(TO BE RELOCATED)
AREA: 2,175 SF
B. (E) MODULAR BLDG
(TO BE RELOCATED)
AREA: 2,175 SF
1 LP1.00
NEW LOT COVERAGE :108,761 SF / 352,836 SF = 31%
(N) HARDSCAPE AREAS: (IMPERVIOUS)
(N) LANDSCAPE AREAS :
WATER QUALITY SWALES / BASINS:
(N) DECOMPOSED GRANITE AREAS:
TOTAL NUMBER OF TREES REMOVED:
TOTAL NUMBER OF NEW TREES:
.............................................3,445 S.F. ..............................................7,266 S.F. ............................................. PER CIVIL ............................................. 211 S.F.
..............................................4 EA.
..............................................42 EA.
SITE PLAN SUMMARY
(ONSITE/OFFSITE FOR NEW
PROPOSED METAL BUILDING "D")
TOTAL (N) PARKWAY LANDSCAPE AREA:.............................................. 0 S.F.
TOTAL (N) RECREATIONAL AREA:.............................................. 1,406 S.F.
TOTAL (N) PARKWAY HARDSCAPE AREA:.......................................... 0 S.F.
GROSS PROJECT ACREAGE:8.63 AC (GROSS) 8.1 AC (NET)
0.31 AC / 13,811 SF AREA OF DISTURBANCE:
7,266 S.F/ 13,811 S.F. = 52% LANDSCAPE COVERAGE:
NEW BUILDING PROPOSED METAL BUILDING "D" : 4,680 SF
TOTAL (N) PAVING AREAS:.............................................. 11,379 S.F.
ALL EXTERIOR LIGHTING, INCLUDING EXTERIOR BUILDING LIGHTING SHALL COMPLY WITH THE CITY OF MURRIETA MT. PALOMAR LIGHTING ORDINANCE 16.18.110 FOR FULLY CUT-OFF SHIELDED FIXTURE HOUSING AND MAXIMUM 4050 LUMENS OUTPUT PER FIXTURE.
LED FIXTURES SHALL BE LIMITED TO A 3,000K (CCT) COLOR COORDINATED TEMPERATURE.
OUTDOOR LIGHT FIXTURES. OUTDOOR ARTIFICIAL ILLUMINATING DEVICES, INSTALLED OR PORTABLE, USED FOR FLOODLIGHTING, GENERAL ILLUMINATION, OR ADVERTISEMENT.
DEVICES SHALL INCLUDE SEARCH, SPOT, AND FLOODLIGHTS FOR:
1. BUILDINGS AND STRUCTURES.
2. RECREATIONAL FACILITIES.
3. PARKING LOTS.
4. LANDSCAPE LIGHTING.
5. OUTDOOR ADVERTISING DISPLAYS AND OTHER SIGNS.
6. STREET LIGHTING ON PRIVATE STREETS.
7. WALKWAY LIGHTING.
NOTES:
CLASS I LIGHTING. OUTDOOR LIGHTING USED FOR OUTDOOR SALES OR EATING AREAS,
ASSEMBLY OR REPAIR AREA, OUTDOOR ADVERTISING DISPLAYS, AND OTHER SIGNS,
RECREATIONAL FACILITIES AND OTHER SIMILAR APPLICATIONS WHEN COLOR RENDITION IS IMPORTANT.
CLASS II LIGHTING. OUTDOOR LIGHTING USED FOR ILLUMINATION FOR WALKWAYS,
PRIVATE ROADWAYS AND STREETS, EQUIPMENT YARDS, PARKING LOT AND OUTDOOR SECURITY.
CLASS III LIGHTING. THAT LIGHTING NOT NEEDED FOR CLASS 1 OR CLASS II PURPOSES AND USED FOR DECORATIVE EFFECTS. EXAMPLES OF CLASS III LIGHTING INCLUDE, THE ILLUMINATION OF FLAG POLES, TREES, FOUNTAINS, STATUARY, AND BUILDING WALLS. 15 TEMECULA VALLEY FREEWAY
SITE PLAN
EXISTING TRASH ENCLOSURE:1 = 11,379 S.F. 2 = 11,379 S.F.
(E) PLAY APPARATUS AREA
(E) RELO C/R
(E) RELO C/R
(E) RELO C/R
TR
DF
LIMIT OF WORK
ASSUMEDPROPERTY LINE
LIMIT OF WORK
(E)
LIMIT OF WORK
(E) PARKING LOT
N.A.P.
(E) FIELD
N.A.P.
(E) CONCRETE TO BEPROTECTED IN PLACE
(E) SHED
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
(E) FIRELANE
28'-5"
8'-6" 6'-4"
8'-2"
20'-4"
5'-6"
16 36'
36'
10'
5'
34'-10"
17'-3"
19'-1"
1'
10'
1'-8"
16'-4"
36'-1"
16'-7"
39'-4"
48'
6'-10"
18"
23'-3"
30'-6"
3'
6'
1'
8'-6"
9'-6"
30"18"
28'-2"
8'
20'-3"26'30'-6"
21'-7"
48'-4"
10'-5"
14'-2"
10'-4"
7'-7"
15'-7"
3'
5'-4"
9'-3"
8'
8'-3"
8'-8"
8'
11'-7"
3'3'
3'
5'-7"
19'-9" 32'-10"
21' 11'-10"
24'
R11'-7"
30'-6"
15'-2"
18'-7"
7'-6"
12'-4"
22'-1"
26'-1"
5'-4"
11'
14'
9'-10"
3'
3'
11'-1"
8'-3"
8'-6"
11'-7"
7'-4"
25'-2"
46'-6"
9'-10"
15'
2'-6"
12'-2"
25'
18"
16"
16"
14'-3"
20'-10"
16'-8"
8'-8"8'-8"
13'-7"
9'
3'-8"
8'
11'-4" 9'-10"
R2'-10"
9'-5"
3'
8'
3'
8'
3'
8'
3'
8'
3'
8'
3'
5'-5"
8'-10"
8'-10"
21'-10"
8'
20'
R2'-10"
R2'-10"
13'
9'-4"
8'-5"
8'
4'-5"
21'-9"
42'
18'-5"
3'-8"
6'-4"
7'-2"
5'-10"2'-9"3'-6"
3'-8"
9'-4"
18'-2"
CUP-2024-00030
5'
26'-4"
LC1.00
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FORDATE BY
START OF DOCUMENT
DOCUMENTATIONDATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23MAB
Revised Conditional Use Permit;
City of Murrieta
Calvary Chapel Murrieta Building (D)
24225 Monroe Ave
Murrieta, CA 92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.com
Building relationships,
transforming environments.
A R C H I T E C T U R E
W:
1ST PL. CHK05/06/24F.A.R.
PLOT
DATE:
PLOTTED
BY:
REVISIONSDATE BY
[email protected]
[ph] 909-259-9428
Ontario, CA 91761
4345 E. Lowell Street
LandArq
Landscape Architects & Planners
Suite M
S.P.
2ND PL. CHK08/09/24F.A.R.
F.A.R.
L
S
ARCH
ACS
RENEWAL DATE
F
ET
O
TA
F
ILAC
DATE DNA
A
ORNI ITECT
PE
SIGNATURE
FAUSTOA.REYESLIC.
NO.4175
09/30/2025
10.24.24 R ETSIGE
RED
3RD PL. CHK10/24/24F.A.R.
CONCEPTUAL
CONSTRUCTION PLAN
1.1 P.A.
2.2 1.3
1.8 2.4
16' 8' 0'
4'
SCALE: 1/8"=1'-0"
1.8 2.1
1.2 1.4
1.5 3.2
1.7 2.5
2.5 1.8
1.8 2.1
3.1 3.2
2.3 P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
P.A.
1.10 1.11
4.1 4.3
1.9 4.1
CONSTRUCTION LEGEND
1.0 SITE WORK
1.1 (E) SIDEWALK
1.2 (E) PARKING LOT TO REMAIN
1.3 (E) CONCRETE TO REMAIN
1.4 (E) PLANTER TO REMAIN
1.5 (E) UTILITIES
1.6 (E) CONCRETE CURB
1.7 (E) BASEBALL FIELD
1.8 (E) CHAIN LINK FENCE
1.9 (E) FENCE TO REMAIN
1.10 W.Q.M.P. BASIN, PER CIVIL ENG.
1.11 A.D.A STALLS/ TRUNCATED DOMES,
PER CIVIL ENG.
2.0 FLAT WORK / CONCRETE
2.1 NEW CONCRETE SIDEWALK
(COLOR & FINISH TO MATCH EXISTING)
2.2 6" CONCRETE MOW CURB, PER CIVIL ENG.
2.3 RAMPS 2% TO 5% SLOPE, PER CIVIL ENG.
2.4 NEW SIGN, BY ARCHITECT
2.5 COLORED CONCRETE PAVING W/ 2.5
TOP-CAST FINISH
2.6 DECOMPOSED GRANITE- CA GOLD 14" MINUS
2.7 6" CURB W/ 12" CONCRETE STEP-OUT
3.0 WALL
3.1 RETAINING WALL BY ARCHITECT
3.2 22" HIGH CAST IN PLACE CONCRETE SEAT WALL
3.3 BARBEQUE
3.4 5'x2' RECTANGULAR BOULDERS
4.0 METAL
4.1 6'-0" HIGH WROUGHT IRON FENCE. COLOR TO MATCH &
COMPLIMENT APPROVED ARCHITECTURAL FINISHES.
4.2 6'-0" HIGH WROUGHT IRON GATE. COLOR TO MATCH &
COMPLIMENT APPROVED ARCHITECTURAL FINISHES.
4.3 FIRE ACCESS GATES W/ KNOX BOX GATE WIDTH AND
ACCESS TO BE VERIFIED W/ FIRE DEPT.
4.4 6" ALUMINUM EDGING
5.0 FEATURES
5.1 DECORATIVE POTS
5.2 5' SQ. DECORATIVE TREE GRATE
5.3 STRING LIGHTS
5.4 DECORATIVE POST LIGHTS
5.5 LOCKERS WITH SHADE OVERHANG
5.6 BASKETBALL HALF COURT TO BE PAINTED
5.7 DECORATIVE WAVES/ SCORE LINES TO BE PAINTED
NOTE:
ALL FURNITURE TO BE SELECTED BY OWNERS
P.A. - PLANTER AREA
P.A.
P.A.
P.A.
P.A.
3.2 3.2
3.2 3.2
3.2 3.2
3.2 3.4 2.5
1.3 1.3
2.6 4.1
4.1 5.7
5.7 5.6
P.A.
P.A.
5.5 1.4
1.4 1.4
1.9 1.9
1.4 2.72.7
1.6 1.6
4.1 4.2
1.9 P.A.
1.4 P.A.
1.4 (N)YOUTH CENTER
(E) PLAY APPARATUS AREA
(E) RELO C/R
MODULAR
(E) RELO C/R
(E) RELO C/R
TR
DF
LIMIT OF WORK
ASSUMEDPROPERTY LINE
LIMIT OF WORK
(E)
LIMIT OF WORK
(E) PARKING LOT
N.A.P.
(E) FIELD
N.A.P.
(E) CONCRETE TO BEPROTECTED IN PLACE
(E) SHED
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
(E) FIRELANE
28'-5"
3 11.5 1"
690 T
.484
4 8.0 1"
467 S
.483
612 sf 1,868 sf
A
A
F
F
F
6 8.0 1"
480 T
.484
324 sf
7 7.0 1"
422 S
.483
1,440 sf
5 10.0 1"
600 T
.484
A
A
374 sf
8 4.0 1"
237 S
.483
806 sf
F
1"
1"
1 7.0 1"
420 T
.484
2 7.0 1"
446S
.483
324 sf
1,518 sf
A
M
HUNTER HQ44LRC SERIES QUICK COUPLING VALVE
4 USED
1"
HUNTER MOD.# ICZ-101-40 REMOTE CONTROL ZONE KITS
1"
LINE SIZE PLASTIC VALVE BOX -- N.D.S. PRO PLUS SERIES
WIRE CONNECTIONS - KING INNOVATIONS - DBY
COMMUNICATIONS CABLE -- PAIGE CABLE #P-7171-D
NOT SHOWN
PACIFIC PLASTICS W/ SCH 80 FITTINGS
MAINLINE: SCH 40 PVC UP TO 2"
ANY LARGER TO BE CLASS 315 MAINLINE W/ SCH 80 FITTINGS
UF RATED CONTROL WIRE, 12 GA COMMON, 14 GA PILOT
SCH 40 PVC IRRIGATION PIPE / SEPARATE SCH. 40 WIRE SLEEVE 3/4"
SIZE PER PLAN
12/14 GA
2.5 X LINE SIZE
PVC IRRIGATION LATERAL LINE- SCH 40 PIPE BY
NOT SHOWN
NOT SHOWN
NOT SHOWN
SCH 40 PIPE BY PACIFIC PLASTICS W/ SCH 8O
FITTINGS FOR ALL BURIED APPLICATIONS
HUNTER RAIN SENSOR MODEL #WR-CLIKS-NA-
-NA-
-NA-
HUNTER PRO-C CONTROLLER - 4 STATIONS MODEL: P2C-400
(W/ PESB VALVE & 1" PRES. REGULATION, S.S.FILTER)
ADD WARNING TAPE @ ALL ROADWAY SLEEVES/TRENCHES
1/2" AIR RELIEF VALVE - MOD.'HUNTER'-PLD-AVR @ HIGH POINT AUTO FLUSH VALVE - MOD. 'SALCO'-AFV-075L
@ END OF ALL LATERAL LINES3/4"
-NA-
EXISTING 2" WATER METER; CONTRACTOR TO VERIFY N/A LOCATION AND SIZE PRIOR TO CONSTRUCTION
TREE ROOT WATERING SYSTEM BY, HUNTER
MOD.# RZWS-18-50-CV (0.5 GPM-W/CHECK VALVE)
(2) PER TREE (@ MOD WATER USE TREES)
OF LATERAL LINE
(SET @ 40 PSI)
SYMBOL MANUFACTURER/MODEL #SIZE
IRRIGATION LEGEND
A
F
HUNTER MOD.# ICV-101G, REMOTE CONTROL VALVE W/
PRES. REGULATING MODULE (SET @ 40 PSI)1"
1/2" P.V.T.
(.634" O.D.)
POINT SOURCE DRIP IRRIGATION FOR SHRUB & TREE AREAS
SALCO 1/4" POLYETHYLENE MICRO TUBING W/ LOW VOLUME
PRO-SPEC SINGLE OUTLET EMITTER W/ TRUCHECK & TIE-DOWN
STAKE. (SEE EMITTER SCHEDULE FOR QUANTITY)
TUBING MODEL:SLV-PE-250-170-2000
1"
W/ SOLAR SYNC SENSOR MODEL: WSS-SEN. CONTRACTOR TO
VERIFY LOCATION & ADD NEW EXPANSION MODULE AS NEEDED
REFER TO KEY MAP FOR P.O.C. LOCATION AND TO IRRIGATION
PLANS, SHEETS L-1 & L-2 (DATED: 4/4/1995)
ON PERMIT SET
ONCE PRODUCED
STATION
CONTROLLER KEY
STATION NUMBER
FLOW (GPM)
SHRUB/TREE
FLOW (GPH)
PRECIP. RATE
HYDROZONE
1VALVE SIZE
HYDROZONES
HYDROZONE DESCRIPTION/#
#1-LOW WATER USE SHRUBS W/ DRIP
#2-LOW WATER USE BUBBLERS (TREES ONLY)
#3-LOW/MOD WATER USE SHRUBS W/ DRIP
#4-LOW/MOD WATER USE BUBBLERS (TREES ONLY)
NOTE: #2 LOW WATER USE TREES HAVE
ONE BUBBLER (0.5 GPM) PER EACH TREE;
#4 MOD WATER USE TREES HAVE TWO
BUBBLERS (1.0 GPM) PER EACH TREE.
LOW 100 PSI
WATER PRESSURE =
MAX/PEAK DEMAND (GPM):
CONTACT PERSON:
WATER METER:
PHONE:
WATER DISTRICT:
WATER INFORMATION
(909) 676-4101
RONALD W. YOUNG
18.7 HIGH 105 PSI
1"
RANCHO CALIFORNIA WATER DISTRICT
ASSOC. ENG./ P.M.
1 1/4" SLEEVE
1 1/2" SLEEVE
2 1/2" SLEEVE
2" SLEEVE
8" SLEEVE
6" SLEEVE
4" SLEEVE
3" SLEEVE
SCH 40 PVC SLEEVING CHART
1-4 WIRES
5-10 WIRES
21-30 WIRES
11-20 WIRES
41-60 WIRES
31-40 WIRES
61-99 WIRES
100+ WIRES
1/2" PIPE
3/4" PIPE
1" PIPE
1 1/4" PIPE
1 1/2" PIPE
2 1/2"/3" PIPE
2" PIPE
4" PIPE
SCH 80 PVC SLEEVING CHART
MODEL
SLV-PSTM-CV-1
SLV-PSTM-CV-11 GAL. SHRUB (3) 1.0 GPH
5 GAL. SHRUB (3)
1.0 GPH
PLANT SIZEEMITTER
EMITTER MODELFLOW
SALCO SLV-PSTM-CV-1 1.0 GPH
SALCO SLV-PSTM-CV-2 2.0 GPH
PREC.RATE
.20
.40
SLV-PSTM-CV-115 GAL. SHRUB (3) 1.0 GPH
DRIP EMITTER SCHEDULE*
(E) D.G. BASEBALL FIELD
(E) DUGOUTS
(CLASSROOMS)
(E) BLDG "B"
(SANCTUARY
OVERFLOW/ MPR)
(E) BLDG "B"
W M
(E) PLAY APPARATUS AREA
(E) RELO C/R
MODULAR
CLASSROOM
(E) RELO C/R
(E) RELO C/R
P.L.
U
U
U
TR
TR
DF
FR
(E) ASPHALT
PARKING LOT
LIMIT OF WORK
ASSUMEDPROPERTY LINE
(E) C/O
(E) STORAGE CONTAINERS
LIMIT OF WORK
(E)
(E)
LIMIT OF WORK
(E) PARKING LOT
N.A.P.
(E) FIELD
N.A.P.
(E) CONCRETE TO BEPROTECTED IN PLACE
(E) SHED
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
(N) MPR METALBLDG."D"
(E) FIRELANE
28'-5"
BIKE RACK
4,050 SQ. FT.
19,430 SQ. FT.
STOP
STOP
LI1.00
CONCEPTUAL
IRRIGATION PLAN
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FORDATE BY
START OF DOCUMENT
DOCUMENTATIONDATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23MAB
Revised Conditional Use Permit;
City of Murrieta
Calvary Chapel Murrieta Building (D)
24225 Monroe Ave
Murrieta, CA 92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.com
Building relationships,
transforming environments.
A R C H I T E C T U R E
W:
1ST PL. CHK05/06/24F.A.R.
PLOT
DATE:
PLOTTED
BY:
REVISIONSDATE BY
[email protected]
[ph] 909-259-9428
Ontario, CA 91761
4345 E. Lowell Street
LandArq
Landscape Architects & Planners
Suite M
S.P.
2ND PL. CHK08/09/24F.A.R.
F.A.R.
L
S
ARCH
ACS
RENEWAL DATE
F
ET
O
TA
F
ILAC
DATE DNA
A
ORNI ITECT
PE
SIGNATURE
FAUSTOA.REYES
LIC.
NO.4175
09/30/2025
08/09/2024
R ETSIGE
RED
CONNECT TO
EXISTING MAINLINE
AND WIRES FROM
NEW CONTROLLER.
MAINLINE IS
CONNECTED TO
EXISTING
BACKFLOW, NEW
MASTER VALVE &
FLOW SENSOR.
16' 8' 0'
4'
SCALE: 1/8"=1'-0"
CONNECT TO EXISTING
MAINLINE AND WIRES FROM
NEW CONTROLLER. MAINLINE
IS CONNECTED TO EXISTING
BACKFLOW, NEW MASTER
VALVE & FLOW SENSOR.
EXISTING 2" MAIN
LINE PER ORIGINAL
IRRIGATION PLANS
RANCHO CALIFORNIA WATER
DISTRICT
(909) 676-4101
POTABLE WATER
EXISTING POINT OF
CONNECTION:
2" WATER METER. REFER TO
IRRIGATION PLANS, SHEETS
L-1 & L-2 (DATED: 4/4/1995)
NOTE:
ALL LANDSCAPE TO BE MAINTAINED BY OWNER.
CONTRACTOR TO FIELD
VERIFY EXISTING
IRRIGATION COMPONENTS
FOR NEW LANDSCAPE
BEING INSTALLED.
SHOULD IT NEED DRIP
LINE/ BUBBLERS,
CONNECT TO NEAREST
VALVES, NO. 3 OR 4.
(N)YOUTH CENTER
AS
SHOWN
LOW
0.2 COMMON NAME
BOTANICAL NAME
SIZESPACING
TREESPLANTING LEGEND
QTY.WOCULS
Majestic Beauty Fruitless Olive
Olea europaea MonherAS
SHOWN
LOW
0.2 14 48" BOX
Standard
California Sycamore
Platanus racemosaAS
SHOWN
MOD
0.4 15 24" BOX
Standard
Date Palm
Phoenix dactylifera4 18'-20'
B.T.H.
AS
SHOWN3 Holly Oak
Quercus ilexLOW
0.2 72" BOX
Standard
Red Crape Myrtle
Lagerstroemia i. x fauriei 'Arapaho' AS
SHOWN
MOD
0.4 6 36" BOX
Muti-trunk
Existing tree to be protected in place.
Existing tree to be removed.
(E)
AS
SHOWN
MOD
0.4 5 24" BOX
Standard
Podocarpus elongatus 'Monmal'
Icee Blue Yellow Wood
AS
SHOWN
MOD
0.4 1 15 GAL
Standard
Pyrus kawakamii
Evergreen Pear Tree
(E)
(E) PLAY APPARATUS AREA
(E) RELO C/R
MODULAR
(E) RELO C/R
(E) RELO C/R
TR
DF
LIMIT OF WORK
ASSUMEDPROPERTY LINE
LIMIT OF WORK
(E)
LIMIT OF WORK
(E) PARKING LOT
N.A.P.
(E) FIELD
N.A.P.
(E) CONCRETE TO BEPROTECTED IN PLACE
(E) SHED
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
(E) FIRELANE
28'-5"
(E)
(E)
D
DD
D
DD
D
DD
Fv
Fv
Fv
D
D
D D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
D
D
D D
D
D
D
D
D
R
R
R
R
R
R
R
R
R
R
R
R
D
D
D
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
R
C
C
C
D
D
D
D
D D
R
R
C
C
C
C
C
C
C
C
C
C
C
C
C
C
D
D
D
D
D
D
D
D
Fv
Fv
Fv
Fv
FvFv
Fv
Fv
Fv
D
D
D
D
D
D
D
D
C
C
C
C
C
C
C
C
C
R
R
R
R
R
R
R
R
C
C
C
DDDDDD
D DD
Fv
Fv
Fv
Fv
NN
C
C
C
D
C
DD
D
DDDDD
N
DDDD
D
D
D
D
D
D
D
D
D
DDDDDD
N
N
N
N
N
N
N N
N
N
N
D
D
D
D
D
D
N
N
N
N
N
N
N
N N
D
D
D
D
D
D
D
D
D
D
D
D
D
D
N
N
N
N
N
N
N
N
N
N
N
N
N
N
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
N
N
N
N
N
N
N
N
N
N
Fv
Fv
Fv
Fv
Fv
R
R
R
R
R
R
R
R
R
R
R
D
D
D
Fv
Fv
Fv
Fv
C
C
C
C C C C
C
C
C
RRRRR R
CCCCCCCCCC
C
C
C
Fv
N
N
Fv
Fv
Fv
R
RRRRRRRRR
RRRRRR
DD D D D D D D
D
D
D
D
D
D
D
C
C
C
CC
DDD
D
D
D
D
D
D D D D
D
D
D
D
D
DD
NN
N
N
N
N
N N N
N
N
N
N
N
N
N
N N
N
N
C
C
C
C
C
R
R
R
R
R
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
Fv
Fv
Fv
C
D
D
C
C
C
C
CCC
C
C
C
C
C
TOTAL PARKING AREA: 493 S.F.
TOTAL SHADED AREA: 247 S.F.
C
C
C
C
C
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
L
CC
CC
CCD
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
DD
DD
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
D
DD
D
D
D
D
D D D D DDDDDDDDDD
C
CC
CC
CC
C
C
D
D
D
D
D
D
D
D
D
D
COMMON NAME
BOTANICAL NAMESHRUBS
5 GAL24" O.C.284 Dianella revoluta
Dianella Little Rev
5 GAL42" O.C.32
5 GAL24" O.C.69MOD
0.4 5 GAL42" O.C.99
5 GAL24" O.C.191
5 GAL48" O.C.78
Nandina domestica
Heavenly Bamboo
GRASSES
1 GAL42" O.C.146 Muhlenbergia rigens MOD
0.4 Deer Grass
N
C
Fv
D
LOW
0.2 R
Callistemon 'Little John'
Little John Bottlebrush
Dianella hybrid
Dianella Clarity Blue
Rosa 'Korbin'
Iceberg Rose
Furcraea foetida 'Variegata'
False Agave
LOW
0.2 LOW
0.2 MOD
0.4 MOD
0.4 GROUND COVER
MEDIUM WALK-ON BARK
ALL SHRUB PLANTING AND SLOPE AREAS SHALL RECEIVE A 3" LAYER OFNO SYMBOL
SIZESPACINGQTY.WOCULS
COMMON NAME
BOTANICAL NAME
SIZESPACINGQTY.WOCULS
VINES
5 GAL3 Dolichandra unguis-catiLOW
0.2 Cat's claw
COMMON NAME
BOTANICAL NAME
SIZEQTY.WOCULS
5 GAL48" O.C.19 Loropetalum chinense 'Monraz'
Razzleberri Fringe Flower
MOD
0.4 L
BRACHYCHITON
POPUJNEUS6" CALIPER
(E)
(E)
BRACHYCHITON
POPUJNEUS6" CALIPER
LP1.00
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FORDATE BY
START OF DOCUMENT
DOCUMENTATIONDATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23MAB
Revised Conditional Use Permit;
City of Murrieta
Calvary Chapel Murrieta Building (D)
24225 Monroe Ave
Murrieta, CA 92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.com
Building relationships,
transforming environments.
A R C H I T E C T U R E
W:
1ST PL. CHK05/06/24F.A.R.
PLOT
DATE:
PLOTTED
BY:
REVISIONSDATE BY
[email protected]
[ph] 909-259-9428
Ontario, CA 91761
4345 E. Lowell Street
LandArq
Landscape Architects & Planners
Suite M
S.P.
2ND PL. CHK08/09/24F.A.R.
F.A.R.
L
S
ARCH
ACS
RENEWAL DATE
F
ET
O
TA
F
ILAC
DATE DNA
A
ORNI ITECT
PE
SIGNATURE
FAUSTOA.REYESLIC.
NO.4175
09/30/2025
10.24.24 R ETSIGE
RED
3RD PL. CHK10/24/24F.A.R.
CONCEPTUAL
PLANTING PLAN
16' 8' 0'
4'
SCALE: 1/8"=1'-0"
PLANTING NOTES:
1. ALL UTILITIES SHALL BE SCREENED WITH 15
GALLON SHRUBS, OUTSIDE OF REQUIRED
ACCESS AREAS. CONTRACTOR SHALL ALLOW
FOR ADDITIONAL 15 GALLON SHRUBS.
2. TREES ON PLAN SHALL BE LOCATED PER
THE BELOW MINIMUM DISTANCES:
- 6’ FROM PUBLIC SIDEWALKS
- 10’ FROM LIGHT STANDARDS, POWER
POLES
-
5’ FROM DRIVE APPROACH, FIRE
HYDRANT, UTILITIES, PROPERTY LINES
- 3’ FROM METERS AND MAINLINES
- NO TREES WITHIN DRAINAGE SWALES
-
NO TREES WITHIN RIGHT-OF-WAY -
PROPOSED EXCEPTIONS ARE SUBJECT TO
PLANNING DEPARTMENT & ENGINEERING
DEPARTMENT APPROVALS
- OUTSIDE OF ANY EASEMENTS WHICH
SPECIFICALLY PROHIBIT TREES WITHIN
EASEMENT AREA
3. ALL LANDSCAPE IMPROVEMENTS TO BE
MAINTAINED BY THE PROPERTY OWNER.
TOTAL PROJECT AREA:
13,811 SF
LANDSCAPE AREA TOTALS:
NEW ON-SITE: 7,189SF / 13,811 SF = 52%
PUBLIC RIGHT-OF-WAY: 0 SF
(NONE INVOLVED WITH PROPOSED SCOPE)
NOTE:
ALL LANDSCAPE TO BE MAINTAINED BY OWNER.
(E) TRASH ENCLOSURE1
(N)YOUTH CENTER
SYMBOLEXISTING TREE LEGEND
Existing tree to be protected in place.
Existing tree to be removed.
(E)
(E)
(E) PLAY APPARATUS AREA
(E) RELO C/R
MODULAR
(E) RELO C/R
(E) RELO C/R
TR
DF
LIMIT OF WORK
ASSUMEDPROPERTY LINE
LIMIT OF WORK
(E)
LIMIT OF WORK
(E) PARKING LOT
N.A.P.
(E) FIELD
N.A.P.
(E) CONCRETE TO BEPROTECTED IN PLACE
(E) SHED
LIMIT OF WORK
LIMIT OF WORK
LIMIT OF WORK
(E) FIRELANE
28'-5"
(E)
(E)
SCHINUS
TEREBINTHIFOLIA
3" CALIPER
SCHINUS
TEREBINTHIFOLIA
6" CALIPER
BRACHYCHITON
POPUJNEUS
6" CALIPER
SCHINUS MOLLE
18" CALIPER
PLATANUS
ACERIFOLIA
9" CALIPER
PYRUS KAWAKAMII
9" CALIPER
BRACHYCHITON
POPUJNEUS
6" CALIPER
PYRUS KAWAKAMII
6" CALIPER
PYRUS KAWAKAMII
6" CALIPER
LP1.01
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FORDATE BY
START OF DOCUMENT
DOCUMENTATIONDATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23MAB
Revised Conditional Use Permit;
City of Murrieta
Calvary Chapel Murrieta Building (D)
24225 Monroe Ave
Murrieta, CA 92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.com
Building relationships,
transforming environments.
A R C H I T E C T U R E
W:
1ST PL. CHK05/06/24F.A.R.
PLOT
DATE:
PLOTTED
BY:
REVISIONSDATE BY
[email protected]
[ph] 909-259-9428
Ontario, CA 91761
4345 E. Lowell Street
LandArq
Landscape Architects & Planners
Suite M
S.P.
2ND PL. CHK08/09/24F.A.R.
F.A.R.
L
S
ARCH
ACS
RENEWAL DATE
F
ET
O
TA
F
ILAC
DATE DNA
A
ORNI ITECT
PE
SIGNATURE
FAUSTOA.REYESLIC.
NO.4175
09/30/2025
10.24.24 R ETSIGE
RED
3RD PL. CHK10/24/24F.A.R.
EXISTING TREE
PLAN
NOTE:
ALL LANDSCAPE TO BE MAINTAINED BY OWNER.
16' 8' 0'
4'
SCALE: 1/8"=1'-0"
(N)YOUTH CENTER
X
X
X
X
X
X
X
X
X
X
X
W
X
X
W
X
X
X
X
EV
X
IRR
X
CO
X
CO
X
17.8 FL/HP
17.7 FL
(JOIN EXIST)
1217.13 FS
(JOIN EXIST)
1217.29 FS
(JOIN EXIST)
1218.69 EP
(JOIN EXIST)
1218.23 FS
(JOIN EXIST)
1217.82 FS
1217.87 FS
17.87 FFE
17.87 FFE
17.87 FFE
17.87 FFE
15.3 IE
17.3 TG
14.9 IE
17.5 TG
JOIN EXIST
(17.04 EG)
JOIN EXIST
(16.60 EG)
JOIN EXIST
(15.52 FL)
JOIN EXIST
(16.63 EG)
17.87 FFE
17.87 FS
DRAIN
6" HDPE
SEWER PUMP
PROPOSED
SEWER
PROPOSED
CLEANOUT
SEWER AT
JOIN EXIST
WATER
PROPOSED
FIRE
PROPOSED
17.82 FS
19.65 TW
17.76 FS
19.59 TW
(JOIN EXIST)
1217.64 FS
1219.47 TW
(JOIN EXIST)
1218.64 FS
17.64 FS
19.47 TW
FS/GB
18.29 FS/GB
18.20 17.82 FS/GB
19.65 TW
17.79 FS/GB
19.62 TW
17.73 FS
17.64 FS17.87 FS
19.70 TW
17.20 FS
1 ~ 6" STEP
17.20 BS
17.71 TS
(JOIN EXIST)
1217.06 FS
1218.89 TW
(JOIN EXIST)
1216.46 FS
1218.29 TW
(JOIN EXIST)
1216.80 FS
1218.63 TW
(JOIN EXIST)
1217.00 FS
1218.83 TW
FS/GB
17.48 FS/GB
17.59 17.25 FS
17.75 TC
JOIN EXIST.
(18.07 FS)
19.90 TW
17.12 FS
17.62 TC
17.57 FS/GB
EXIST. PROPERTY BOUNDARY
BOUNDARY
PROPERTY
EXIST.
WATER
PROPOSED
EXISTING SEWER
EXISTING SEWER
PROTECT IN PLACE
1217.79 FS
EXIST. ELECTRICAL VAULT
PROTECT IN PLACE
17.24 FS
EXIST. ELECTRICAL RISER
PROTECT IN PLACE
1217.62 FS
EXIST. ELECTRICAL VAULT
PROTECT IN PLACE
1217.56 FS
EXIST TELE VAULT
PROTECT IN PLACE
18.13 FS
EXIST. LIGHT POLE
(JOIN EXIST)
1217.96 FS
1219.79 TW
FS/GB/FL
17.73 FS/GB/FL
17.66 (JOIN EXIST)
1217.91 FS
1219.74 TW
17.80 FS
19.63 TW
(JOIN EXIST)
1217.20 FS
1219.03 TW
(1216.0) FG
PLANS
LANDSCAPE
BOULDERS PER
PROPOSED
(1216.1) FG
(1216.2) FG
17.85 FS/GB/FL
19.68 TW
18.48 FS
22.31 TW
18.47 FS
20.30 TW
GATE
VEHICLE
EXIST.
OF TRAVEL
ADA PATH
22" HIGH SEAT WALL
FS AT EXISTING FS
FS/GB/LP
17.60 19.43 TW
17.93 FS
19.76 TW
17.73 FS
19.56 TW
(1216.2) FG
(1216.0) FG
(1216.3) FG
(1216.6) FG
JOIN EXIST
(17.28 FL)
JOIN EXIST
(17.30 EG)
ADA ACCESS
GUTTER FOR
TO 6' WIDE
TRANSITION
ADA ACCESS
GUTTER FOR
TO 6' WIDE
TRANSITION
DIRECTION
2% MAX IN ANY
ADA PARKING
PROPOSED
DIRECTION
2% MAX IN ANY
ADA PARKING
PROPOSED
(SEE INDEX MAP)
BASEBALL FIELD
STORM DRAIN ACROSS
UNDERGROUND
OVERFLOW VIA
APPROX 350 SF
QUALITY BASIN
PROPOSED WATER
18' LENGTH STALL
2' TO PROVIDE FULL
CURB TO BE CUT BACK
ENCLOSURE
EXIST. TRASH
12" STEP OUT
6" CURB WITH
12" STEP OUT
6" CURB WITH
17.57 FS/GB
(JOIN EXIST)
17.30 FS
(JOIN EXIST)
17.25 FS
JOIN EXIST.
17.27 FS
17.77 TC
EXIST.
JOIN
16.97 FS
17.47 TC
JOIN EXIST.
1217.87 FL
1217.89 TC
JOIN EXIST.
1217.71 FL
1217.79 TC
17.20 FS
17.53 TC
DRAIN
DOWN
EXISTING
BASIN TO
FROM
DRAIN
STORM
OVERFLOW
PROPOSED
DOWNSPOUT
ROOF DRAIN
DOWNSPOUT
ROOF DRAIN
DOWNSPOUT
ROOF DRAIN
DOWNSPOUT
ROOF DRAIN
DOWNSPOUT
ROOF DRAIN
DOWNSPOUT
ROOF DRAIN
ON INDEX MAP)
(SEE ROUTING
DOWN DRAIN
TO EXISTING
STORM DRAIN
RISER
OVERFLOW
14.6 IE
15.5 TG
TO BASIN FG
PIPE OUTLET
FLARED END
TO BASIN FG
PIPE OUTLET
FLARED END
0.75%
0.5%
1% MIN S=0.005
S=0.0051% MIN SWALE (0.9%
)
(0.5%
)
2 %
M
A
X
2 %
M
A
X
12'5'
18'
1.75%
1.5%
10 0 10 20
SCALE: 1" = 10'
OWNER/DEVELOPERARCHITECT
ATTN: MICHAEL BERN
PHONE: (951) 496-3616
CORONA, CA 92880
355 N. SHERIDAN ST. UNIT #108
FORMILLUS ARCHITECTURE
SITE PLAN SUMMARY
LANDSCAPE COVERAGE:
LANDSCAPED AREA:
PROPOSED LAND USE:
EXISTING LAND USE:
PROPOSED ZONING:
EXISTING ZONING:
FLOOR AREA RATIO:
BUILDING FOOTPRINT:
AREA:
rickengineering.com
San DiegoRiverside Orange - Sacramento - Santa Clarita - San Luis Obispo - Phoenix - Tucson - Las Vegas - Denver (FAX) 951-782-0723
951-782-0707
RIVERSIDE, CA 92507
1770 IOWA AVENUE - SUITE 100
PLOT DATE: JN 1981619-MAR-2025
c Rick Engineering Company2025
\\cp.rickeng.com\projects\C19500\19816_CalvaryChapel_Murrieta\Civil\Exhibits\19816_Prelim_grd.dgn STAT
OF O
AII
IS
E
ED
SSOAL
EN
I
E
E
R
E
CALIF
RNIC V L
R
EG
T
R
PROFE IN
G
N
No. 69317
Exp. 6-30-24
KRISTIN M. WERKSMAN
ENGINEER
ATTN: KRISTIN WERKSMAN
PHONE: 951-782-0707
RIVERSIDE, CA 92507
1770 IOWA AVENUE, SUITE 100
RICK ENGINEERING COMPANY
SERVING UTILITY COMPANIES
52.6%
7,266 SF
COMMERCIAL
COMMERCIAL
CIVIL/INSTITUTIONAL (C/I)
CIVIL/INSTITUTIONAL (C/I)
---
4,685 SF
13,811 SF
FIRE LANE
EXISTING
(NOT A PART)
BASEBALL FIELD
EXISTING
(NOT A PART)
BUILDING
EXISTING
(NOT A PART)
BUILDING
EXISTING
REMAIN
CONCRETE TO
EXISTING
REMAIN
CONCRETE TO
EXISTING
(NOT A PART)
BUILDING
EXISTING
VICINITY MAP
LEGEND
ADA PATH OF TRAVEL
6" HDPE STORM DRAIN
12" AREA DRAIN
12"X12" OVERFLOW BROOKS BOX
GRADED SWALE
GRADE BREAK
PROPOSED SEWER
ATTN: JENNIFER BURSCH
PHONE: 951-677-5667
MURRIETA, CA 92562
24225 MONROE AVENUE
CALVARY CHAPEL MURRIETA
T7SR3W SEC 8
N.T.S.
SITEJEFFERSON STREET
INTERSTATE 15
JACKSON AVE
NUTMEG ST
OAKS RD
CA
LIFO
RNIA
MONROE AVE
TROYES LN
GLO
RY
DR
M
O
RNING
MOUNTAIN PRIDE DR
CHACO CANYON RD
HANCOCK AVE
CALIFORNIA
RECORDS OF RIVERSIDE COUNTY, STATE OF
FILE IN BOOK 252, PAGES 8 THROUGH 10, OF MAPS,
IN THE CITY OF MURRIETA, AS SHOWN BY MAP ON
LOT 4 AN A PORTION OF LOT 5 OF TRACT NO. 26097,
APN AND LEGAL DESCRIPTION
APN: 949-090-038
T
ER
EV
EV T
ER
EV
EV
EV
X
X
X
X
X
X
X
X
X
X
INDEX MAP
CO
CO
CO
CO
CO
CO
CO
1218
1219
X
X
X
W
X
W
X
X
W
X
W
X
X
CO
X
CO
X
W
X
CO
X
W
X
CO
X
CO
X
CO
X
CO
X
CO
X
X
X
W
X
X
S
W
X
X
W
X
X
S
X
S
X
GM
++
INTERSTATE 15
(NOT A PART)
SANCTUARY
EXISTING
(NOT A PART)
CLASSROOMS
EXISTING
(NOT A PART)
BASEBALL FIELD
EXISTING
M
ONR
OE
AVE
NUE
APN: 949-090-038
AP
N
:
949-
090-
027
APN: 949-090-036
BUILDING
PROPOSED
LAKE ELSINORE, CA 92532
31500 GRAPE ST, SUITE 9
SPECTRUM
CORONA, CA 92879
1775 SAMPSON AVE
SOUTHERN CALIFORNIA GAS CO
ONTARIO, CA 91761
1351 E. FRANCIS STREET
SOUTHERN CALIFORNIA EDISON CO.
TEMECULA, CA 92590
42135 WINCHESTER ROAD
RANCHO CALIFORNIA WATER DISTRICT
TEMECULA, CA 92590
42135 WINCHESTER ROAD
RANCHO CALIFORNIA WATER DISTRICT
CABLE TELEVISION:
GAS:
ELECTRICITY:
WATER:
SEWER:
1217.87 FFE
PROPOSED BUILDING
LINCOLN N AVE
S
PROPOSED FIRE FS
PROPOSED WATER W
7.91'
1.2%
1.2%
1.2%
1.2 %
1.0 %
0.1%
1.1%
1.1%
1.3%
0.6%
0.4%
1.9%
REMAIN
CONCRETE TO
EXISTING
0.1%
0.5%
1.5%
1.5%
7.84'
1.6%
1.3%
5.4%7.2%
1.9% 4
.5
%
1.6 %
1.9 %
TRUNCATED DOMES
(NOT A PART)
PARKING LOT
EXISTING
MURRIETA, CA
BUILDING (D)
OF MURRIETA CALVARY CHAPEL MURRIETA
REVISED CONDITIONAL USE PERMIT; CITY
CONCEPTUAL GRADING AND UTILITY PLAN
FEMA FLOODZONE DESIGNATION
ZONE X - AREA OF MINIMAL FLOOD HAZARD
40' RCWD EASEMENT
28' RCWD EASEMENT
EASEMENT NOTE
THE IMMEDIATE VICINITY OF THE PROJECT SITE
NO EASEMENTS ON RECORD WITHIN OR AROUND
PLANS
PER LANDSCAPE
SCORED CONCRETE
PAINTED AND
REMAIN
CONCRETE TO
EXISTING
SEATING AREA
PROPOSED DG
PLANS
PER LANDSCAPE
EXISTING CONCRETE
PAINTED ON
COURT TO BE
BASKETBALL HALF
TO REMAIN
PLANTER AREA
EXISTING
DETECTABLE WARNING NOTE
AMS-STD-595A (CBC 11B-705.1.1.3.1)
YELLOW AND APPROXIMATE FS 33538 OF SAE
DETECTABLE WARNING SURFACES SHALL BE
ENGINEERS
STRUCTURAL
GEOTECHNICAL AND
DETERMINED BY
SECTION TO BE
FINAL FF TO PAD
0.7%
1.0%
1.0 %
0.3%
5.62'
8.98'
8.46'
4.2%
4.2%
4.2%4.2%
2% MAX
2% MAX
2% MAX
1.0%
ER
T
ER
EV
EV
PROTECTED IN PLACE
(E) CONCRETE TO BE
(E)
UNLOADING ZONE
LOADING AND
9'
18'
18'
9'
9'
18' 18'
12'
9'
18'
CONSIDERED NIL
THE POSSIBILITY OF LIQUEFACTION AT THE SITE IS
BASED ON THE SOILS REPORT PREPARED BY LOR,
LIQUIFACTION NOTE
0.8%
5.00'
9'
6'
REVISED: MARCH 19, 2025
DATE PREPARED: FEBRUARY 12, 2024
SHEET 1 OF 1
ER
X
T
X
ER
X
EV
X
X
EV
X
(E)
VEHICLE
CLEAN AIR
12 16
.4
4 +
12 16
.3
6 +
12 16
.0
1 +
12 15
.75
+
12 15
.6
3 +
12 15
.5
4 +
12 15
.75
+
ONLY
EV CHARGING ONLY
CHARGING
EV
GB
GB
GB
GB
CO
X
CO
X
1218
C
H
E
C
K
S
H
O
T
C
H
E
C
K
S
H
O
T
BUILDING ANALYSIS BUILDING ANALYSIS (BUILDING "D")
(N) BUILDING AREA "D":(N) BUILDING AREA "D":
FIRST FLOOR 4,680 SF
SHADE CANOPY 237 237 SF SF
TOTAL TOTAL 4,917 SF 4,917 SF
OCCUPANCY / TYPE CONST / PER FLOOR
A-3 A-3 // IIB // 4,917 SF / 38,000 SF ALLOWED OCCUPANCY GROUP A-3
CONSTRUCTION TYPE IIB - FULL AUTOMATIC SPRINKLER SYSTEM ACTUAL HEIGHT (# OF STORIES) 30'-0" T.O.P. (1)
ALLOWABLE HEIGHT (# OF STORIES) 50'-0" (PER 16.14-2 SPECIAL PURPOSE DISTRICTS
GENERAL DEVLOPMENT STANDARDS)
(2022 CBC, Section 303.4)
(2022 CBC, Section 601)
(2022 CBC, Tables 504.3/504.4)
10 ≤ X < 30 IIB
FIRE SEPERATION
DISTANCE = X (FEET)
TYPE OF
CONSTRUCTION
OCCUPANCY
GROUP A
0 TABLE 705.5 (CBC 2022)TABLE 705.5 (CBC 2022)
FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR
WALLS BASED ON FIRE SEPARATION DISTANCEWALLS BASED ON FIRE SEPARATION DISTANCE
LEGENDS AND SYMBOLSLEGENDS AND SYMBOLS
IDENTIFIES NEW BUILDINGS OR STRUCTURES
IDENTIFIES EXISTING BUILDINGS OR STRUCTURES TO BE PROTECTED IN PLACE L.O.W.
A.P.L
"LIMIT OF WORK" BOUNDARY LINE. ALL WORK ENCLOSED SHALL BE A PART OF THIS PROJECT. "ASSUMED PROPERTY LINE" SEE CODE ANALYSIS ON SHEET GP0.01.SHEET GP0.01.
KB (N) OR (E) KNOX BOX LOCATION CONNECT TO F.A. AND INSTALL AT 4'-6' AFS
E ELECTRICAL ENCLOSURE
FM FIRE RISER/MECH.
X TRANSFORMER & PAD
M MENS RESTROOM
W WOMENS RESTROOM
U UNISEX RESTROOM
BR BIKE RACK: PROVIDE 10 LONG / SHORT TERM LOCATIONS
LOCATE UNDER BREEZEWAY @ BUILDING "B" UNDER COVER
ACCESSIBLE PATH OF TRAVEL (P.O.T.) AS INDICATED ON PLAN IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAX. SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX.
AND AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS SLOPE DOSE NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED.
CONTRACTOR TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC SECTION 1003.3.1.6, 11227b AND D 133B.
MAXIMUM DROP BETWEEN FINISHED GRADES AND THE TOP OF THE P.O.T. SHALL NOT EXCEED 4". PROVIDE "WARNING CURB" PER THE HAZARD SECTION OF THE BCB SECTION 1104B IF IT EXCEED 4".
OVERHEAD OBSTRUCTIONS IN THE P.O.T. SHALL BE 80" MIN. CLEAR FROM FINISHED FLOOR TO THE BOTTOM SIDE OF ANY OBSTRUCTION PER CBC FIG 11B-28.
PROTRUDING OBJECTS SHALL NOT IMPEDE THE P.O.T. PER CBC FIG. 11B-1A.
PROVIDE SHOP DRAWINGS FOR ALL ORNAMENTAL FENCES AND GATES.
CONTRACTOR TO REMOVE & REINSTALL ANY PLAY EQUIPMENT, BIKE RACK, ETC. NEEDED FOR CONSTRUCTION NOT SHOWN ON PLANS.
AFTER HOURS SCHOOL ACTIVITIES P.O.T. SHALL BE OPEN AND ACC. THROUGH BLDGS.
DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENTDESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE
CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN
THE SCOPE OF THIS PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL
NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.
DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS A CODE COMPLIANT ARE
FOUND TO BE NONCONFORMING BEYOND REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.
ACCESIBLE PATH OF TRAVEL (SEE BELOW REQUIREMENTS)
TR 6" HIGH, CMU TRASH ENCLOSURE W/ SCREENED C.L. DBL GATE
NEW LANDSCAPE AREA
EXISTING LANDSCAPE AREA
EXISTING CONCRETE AREA
NEW CONCRETE AREA
EXISTING ASPHALT AREA
EXISTING TURF AREA
EXISTING SOFTBALL AREA
(E) D.G. BASEBALL FIELD
(E) 19
(E) 11
(E) 7
(E) 6
(E) 7
(E) 10
(E) 9
(E) 8
(E) 8
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 8
(E) 9
(E) 8
MONROE AVE
15 TEMECULA VALLEY FREEWAY
(E) DUGOUTS
(E) RESIDENCE, TYP.
(E) RESIDENCE, TYP.
(E) 7
(E) 7
(E) 7
(E) 7
BREEZEWAY OPEN THROUGH
(CLASSROOMS)(CLASSROOMS)
(E) BLDG "B"(E) BLDG "B"
(SANCTUARY
OVERFLOW/ MPR)
(E) BLDG "B"(E) BLDG "B"
(E) BLDG "A"(E) BLDG "A"
WM
(E)
(E)
(E)
(E) PLAY
APPARATUS AREA
(E) RELO C/R
P.L.
P.L.
P.L.
P.L.
(E) RETENTION BASIN(E) RETENTION BASIN
(E) PLANTED FREEWAY EMBANKMENT(E) PLANTED FREEWAY EMBANKMENT (E) SINGLE-FAMILY DEVELOPMENT(E) SINGLE-FAMILY DEVELOPMENT P.L.
MONUMENT SIGN
20'-6"20'-9 3/8"2 5/8"
U
U
U
LOW
(STORAGE GARAGE)
(E) BLDG "C"(E) BLDG "C"
W M
(E) SITE ENTRY SIGNAGE,
SEE DETAIL 2/A1.03.
(E) SITE ENTRY SIGNAGE,
SEE DETAIL 2/A1.03.
X
X
DF
FM
FR
EXISTING BUILDING SIGNAGE
(SANCTUARY/GYM/LOBBY)
OCC: A3 / CONST: IIIB-SPR
(E) BLDG "A"(E) BLDG "A"
(CLASSROOMS & RELATED SPACES)
OCC: E / CONST: VB-SPR
(OFFICES)
OCC: B / CONST: VB-SPR
(E) 4HR TILL-UP WALL SEPARATION
((N) YOUTH
CENTER
BLDG "D" BLDG "D"
W
M
(E) ASPHALT DRIVE(E) ASPHALT DRIVE
(E) ASPHALT DRIVE(E) ASPHALT DRIVE
(E) CONC. PLAZA(E) CONC. PLAZA
10'-0"
10'-0"
L.O.W.L.O.W.
ASSUMED P/L
(E) C/O
68'-6"
58'-6"
+/- 6"
51'-0"
(E) STORAGE CONTAINERS
(E) FIRE LANE /(E) FIRE LANE /
PARKING AREAPARKING AREA
L.O.W.
L.O.W.
A.P.L.A.P.L.
(E) (E)
19,430 SQ. FT.
4,050 SQ. FT.
40,856 SQ. FT.
870 SQ. FT.
2,175 SQ. FT.
(E) RELO C/R
2,175 SQ. FT.
(E) RELO C/R
2,175 SQ. FT.
C/A
VEHICLE
EV
VAN
VAN
BR
OCC: A3 / CONST: IIB-SPR
4,680 SF
(E) TRASH ENCLOSURE TO BE
MODIFIED FOR ADA ACCESS
(SEE PHOTO DESCRIPTION
BELOW)
(E) 40 YARD CAMPUS ROLL OFF
DUMPSTER. SEE WASTE MANAGEMENT
SERVICE AGREEMENT #S0016221745. PH
(800)423-9986
STOP STOP
STOP STOP
(E) COVERED
BREEZEWAY
(E) LANDSCAPE /
CONCRETE
COURTYARD
(E) LANDSCAPE /
CONCRETE ENTRY
PLAZA
TR
(E) PARKING LOT "A"
CHURCH CAMPUS
315 (E) PARKING SPACES315 (E) PARKING SPACES
A.P.L.
A.P.L.
(E) CONC & ASPHALT DRIVE (CONNECTS
TO ELEMENTARY SCHOOL)
FM
KB(E)
KB(E)
CITY OF MURRIETA
SIDEWALK
28'-0"
RE-STRIPE (E)
LOADING ZONE, 4"
WIDE, WHITE W/ LINES
TO MATCH ADA
PARKING LOADING
ZONE
10'-0"
2 Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FOR DATE BY
START OF DOCUMENT
DOCUMENTATION DATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23 MAB
Calvary Chapel Murrieta, 24225
Monroe Avenue, Murrieta, CA
92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.comformillus.com
Building relationships, Building relationships,
transforming environments.transforming environments.
A R C H I T E C T U R E
W:
1ST PLAN CHECK SUBMITTAL 05/06/24 MAB
PLOT DATE: PLOTTED BY:
ATS
TA
ROFOE FILAC
NI
ECLI
TIH
NO. C 32757
REN. 12-31-25
DESN
CRA
TCE
Michael A. Bern
REVISIONS DATE BY
CUP: 2024-00030
APN: 949-090-038
2ND PLAN CHECK - 08-09-24 MAB
10-23-243RD PLAN CHECK - MAB
10/18/2024 11:14:47 AM
REVISED CONDITIONAL USE PERMIT,REVISED CONDITIONAL USE PERMIT,
CITY OF MURRIETA CALVARY CHAPEL,CITY OF MURRIETA CALVARY CHAPEL, BUILDING "D"BUILDING "D"
CODE ANALYSISCODE ANALYSIS
GP0.01 GP0.01
723002.22C723002.22C
CP/PM
MAB
07/15/2024
PM
True
North
1" = 40'-0"
1 1OVERALL SITE PLAN - CODE ANALYSISOVERALL SITE PLAN - CODE ANALYSIS(E) 6' HIGH CMU TRASH ENCLOSURE(E) 6' HIGH CMU TRASH ENCLOSURE TRASH ENCLOSURE NOTE: TRASH ENCLOSURE NOTE: SEE LANDSCAPE PLAN FOR
FURTHER BEAUTIFICATION MODIFICATIONS
EV
LEGENDS AND SYMBOLSLEGENDS AND SYMBOLS
(E) LANDSCAPE AREA
(E) ASPHALT PAVING
E J (E) CONCRETE PAVING
(E) TURF AREA
IDENTIFIES NEW BUILDINGS OR STRUCTURES
KB (N) KNOX BOX LOCATION
CONNECT TO F.A. AND INSTALL AT 4'-6' AFS
(E)
INDICATES MINIMUM (E) 28'-0" WIDE FIRE LANE
SEE FIRE NOTES AND ADDITIONAL REQUIREMENTS BELOW
E ELECTRICAL ENCLOSURE
(E) FIRE HYDRANT. SEE: CIVIL DRAWINGS
FIRE HYDRANT RADIUS: 350' PER PREVIOUSLY APPROVED PLANS FM FIRE RISER/MECH.
TR TRANSFORMER & PAD
IDENTIFIES EXISTING BUILDINGS OR STRUCTURES TO BE
PROTECTED IN PLACE
E J (N) 4" CONC. PAVING. 2500 PSI WITH MEDIUM BROOM FINISH.
L.O.W.
A.P.L
"LIMIT OF WORK" BOUNDARY LINE. ALL WORK ENCLOSED SHALL
BE A PART OF THIS PROJECT.
"ASSUMED PROPERTY LINE" SEE CODE ANALYSIS ON SHEET GP0.01.SHEET GP0.01. " XX' " HOSE PULL LENGTH - XX = LENGTH IN FEET OF LINE SEGMENT
HOSE PULL
BR BIKE RACK: PROVIDE 10 LONG / SHORT TERM LOCATIONS
LOCATE UNDER BREEZEWAY @ BUILDING "B" UNDER COVER
(E) D.G. BASEBALL FIELD
(E) 19
(E) 11
(E) 7
(E) 6
(E) 7
(E) 10
(E) 9
(E) 8
(E) 8
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 6
(E) 8
(E) 9
(E) 8
MONROE AVE
15 TEMECULA VALLEY FREEWAY
(E) DUGOUTS
(E) RESIDENCE, TYP.
(E) RESIDENCE, TYP.
(E) 7
(E) 7
(E) 7
(E) 7
BREEZEWAY OPEN THROUGH
(CLASSROOMS)(CLASSROOMS)
(E) BLDG "B"(E) BLDG "B"
(SANCTUARY OVERFLOW/
MPR)
(E) BLDG "B"(E) BLDG "B"
(E) BLDG "A"(E) BLDG "A"
WM
(E)
(E)
(E)
(E) PLAY APPARATUS
AREA
P.L.
P.L.
P.L.
P.L.
(E) RETENTION BASIN(E) RETENTION BASIN
(E) PLANTED FREEWAY EMBANKMENT(E) PLANTED FREEWAY EMBANKMENT (E) SINGLE-FAMILY DEVELOPMENT(E) SINGLE-FAMILY DEVELOPMENT P.L.
(E) ASPHALT
PARKING LOT
MONUMENT SIGN
20'-6"20'-9 3/8"2 5/8"
U
U
U
LOW LOW
(STORAGE GARAGE)
(E) BLDG "C"(E) BLDG "C"
201 STALLS
4 ADA
W M
(E) SITE ENTRY SIGNAGE(E) SITE ENTRY SIGNAGE
(E) SITE ENTRY SIGNAGE(E) SITE ENTRY SIGNAGE
TR
TR
DF
FR
FM
EXISTING BUILDING SIGNAGEEXISTING BUILDING SIGNAGE
(SANCTUARY/GYM/LOBBY)
OCC: A3 / CONST: IIIB-SPR
(E) BLDG "A"(E) BLDG "A"
(CLASSROOMS & RELATED SPACES)(CLASSROOMS & RELATED SPACES) OCC: E / CONST: VB-SPROCC: E / CONST: VB-SPR
(OFFICES) (OFFICES)
OCC: B / CONST: VB-SPROCC: B / CONST: VB-SPR
(E) 4HR TILL-UP WALL SEPARATION(E) 4HR TILL-UP WALL SEPARATION (N) YOUTH
CENTER
BLDG "D" BLDG "D"
W
M
(E) ASPHALT DRIVE(E) ASPHALT DRIVE
(E) ASPHALT DRIVE(E) ASPHALT DRIVE
(E) ASPHALT(E) ASPHALT
PARKING LOTPARKING LOT
(E) CONC. (E) CONC.
PLAZA PLAZA
L.O.W.L.O.W.
(E) C/O
(E)
(E)
TYP.
R 250'-0"
BR
(E) STORAGE CONTAINERS
(E) FIRE LANE /(E) FIRE LANE /
PARKING AREAPARKING AREA
L.O.W.
L.O.W.
A.P.L.A.P.L.
(E) (E)
(E) (E)
KB
TYP.
R 250'-0"
TYP.
R 250'-0"
TYP.
R 250'-0"
TYP.
R 250'-0"
77'
73'
70'
25'
91'
20'
52'
56'
78'
FIRE TRUCK
(E) RELO C/R
19,430 SQ. FT.
4,050 SQ. FT.
40,856 SQ. FT.
870 SQ. FT.
2,175 SQ. FT.
(E) RELO C/R
2,175 SQ. FT.
(E) RELO C/R
2,175 SQ. FT.
FIRE TRUCK
35'-0" 25'-0" 25'-0"
50'-0" 25'-0"
28'-0" MIN.
R 38'-0"R 17'-0"
FIRE TRUCK
OCC: A3 / CONST: IIB-SPR
HOSE PULL
HOSE PULL
28'-0" MIN.
28'-0" MIN.
28'-0" MIN.
28'-0" MIN.
(E) TRASH ENCLOSURE TO
BE MODIFIED FOR ADA
ACCESS
STOP STOP
STOP STOP
(E) PARKING LOT "A"
CHURCH CAMPUS
315 (E) PARKING SPACES315 (E) PARKING SPACES
150'
40'
40'
110'
150'
A.P.L.
A.P.L.
FM
(E) 40 YARD CAMPUS ROLL OFF
DUMPSTER. SEE WASTE MANAGEMENT
SERVICE AGREEMENT #S0016221745.
PH (800)423-9986
(N)
KB(E)
KB(E)
(E) CONC & ASPHALT DRIVE (CONNECTS TO
ELEMENTARY SCHOOL)
(E) DRIVE APPROACH(E) DRIVE APPROACH
SEE: IMAGE 1SEE: IMAGE 1
(E) DRIVE APPROACH(E) DRIVE APPROACH
SEE: IMAGE 2SEE: IMAGE 2
2 Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FOR DATE BY
START OF DOCUMENT
DOCUMENTATION DATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23 MAB
Calvary Chapel Murrieta, 24225
Monroe Avenue, Murrieta, CA
92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.comformillus.com
Building relationships, Building relationships,
transforming environments.transforming environments.
A R C H I T E C T U R E
W:
1ST PLAN CHECK SUBMITTAL 05/06/24 MAB
PLOT DATE: PLOTTED BY:
ATS
TA
ROFOE FILAC
NI
ECLI
TIH
NO. C 32757
REN. 12-31-25
DESN
CRA
TCE
Michael A. Bern
REVISIONS DATE BY
CUP: 2024-00030
APN: 949-090-038
2ND PLAN CHECK - 08-09-24 MAB
10-23-243RD PLAN CHECK - MAB
10/18/2024 11:14:50 AM
REVISED CONDITIONAL USE PERMIT,REVISED CONDITIONAL USE PERMIT,
CITY OF MURRIETA CALVARY CHAPEL,CITY OF MURRIETA CALVARY CHAPEL, BUILDING "D"BUILDING "D"
FIRE ACCESS PLANFIRE ACCESS PLAN
GP0.02 GP0.02
723002.22C723002.22C
CP/PM
MAB
07/15/2024
PM
True
North
1" = 40'-0"
2 2OVERALL SITE PLAN - FIRE ACCESSOVERALL SITE PLAN - FIRE ACCESS
INCORPORATE THE OVERALL SITE PLAN SHOWING ALL FIRE DEPARTMENT ACCESS LANES, AND EXISTING FIRE HYDRANTS INCLUDING THE PARKING LOT AREA TO THE EAST.
LOCATION OF THE FIRE ACCESS ROAD. CFC §503.1.1
WIDTH OF EACH FIRE ACCESS ROAD. CFC §503.2.1
VERTICAL CLEARANCE. CFC §503.2.1
INSIDE AND OUTSIDE TURNING RADII. CFC §503.2.4
ROAD WEIGHT CAPACITY CFC §503.2.3
IDENTIFY THE TYPE OF ROADWAY SURFACE (CONCRETE, ASPHALT, PAVERS, ETC.). CFC § 503.2.3
ROAD GRADE (DISTINGUISH CHANGES IN 2.5% INCREMENTS), CFC §503.2.7 TURN-AROUNDS FOR DEAD-END ACCESS GREATER THAN 150' PER CFC §503.2.5 & 150 FOOT HOSE PULL TO ALL PORTIONS OF THE EXTERIOR OF THE BUILDING MEASURED 10 FEET OUT FROM THE CURB LINE ALONG A NORMAL PATH OF TRAVEL. CFC §503.1.1 LOCATION OF ALL GATES AND FENCES. PROVIDE KNOX KEY BOXES FOR FIRE ACCESS GATES WHERE NEEDED TO PROVIDE ACCESS TO ALL PORTIONS OF THE BUILDING.
INDICATE THE LOCATIONS FOR ALL EXISTING AND NEW FIRE HYDRANTS.
INDICATE THE LOCATOINS FOR THE NEW FIRE DEPARTMENT CONNECTION (FDC) ON THE PLANS.
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. 12.
13. FIRE DEPT. ACCESS PLAN NOTES FIRE DEPT. ACCESS PLAN NOTES IMAGE 1: (E) ENTRY DRIVE APPROACHIMAGE 1: (E) ENTRY DRIVE APPROACH IMAGE 2: (E) ENTRY DRIVE APPROACHIMAGE 2: (E) ENTRY DRIVE APPROACH
LEGENDS AND SYMBOLSLEGENDS AND SYMBOLS
(E) LANDSCAPE AREA TO REMAIN (U.N.O.)
SEE LANDSCAPE DWGS FOR MODIFICATIONS
(E) ASPHALT PAVING
E J (E) CONCRETE PAVING
(E) TURF AREA
E J (N) 4" CONC. PAVING. 2500 PSI WITH MEDIUM BROOM FINISH.
INDICATES AREA OF LANDSCAPE PLANTING, PAVERS, CURBS,
PAVING SURFACES OR BUILDINGS, INCLUDING ASSOCIATED SUB- STRUCTURES, TO BE REMOVED (U.N.O). IT IS THE CONTRACTORS
RESPONSIBILITY TO IDENTIFY ALL DEMOLITION SCOPE OF WORK REQUIRED TO COMPLETE ALL NEW WORK PRIOR TO BID.
COORDINATE ALL DEMOLITION WORK WITH ALL
DESIGN/ENGINEERING DISCIPLINES PART OF THIS PROJECT. ALL
WORK NOT WITHIN THIS AREA OR CLEARLY IDENTIFIED TO BE
REMOVED, SHALL BE PROTECTED IN PLACE. SEE GN.01 FOR
ADDITIONAL NOTES
INDICATES EXISTING STRUCTURES TO BE PROTECTED IN PLACE
DURING ALL PORTIONS OF CONSTRUCTION OPERATIONS BY THE
CONTRACTOR
(N) LANDSCAPE AREA
(E) TURF AREA
ACCESSIBLE PATH OF TRAVEL (P.O.T.) AS INDICATED ON PLAN IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAX. SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX. AND AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS SLOPEDOSE NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED.
CONTRACTOR TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN
REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC SECTION 1003.3.1.6, 11227b AND D 133B.
MAXIMUM DROP BETWEEN FINISHED GRADES AND THE TOP OF THE P.O.T. SHALL NOT EXCEED 4". PROVIDE "WARNING CURB" PER THE HAZARD SECTION OF THE BCB SECTION 1104B IF IT EXCEED 4".
OVERHEAD OBSTRUCTIONS IN THE P.O.T. SHALL BE 80" MIN. CLEAR FROM FINISHED FLOOR TO THE BOTTOM SIDE OF ANY OBSTRUCTION PER CBC FIG 11B-28.
PROTRUDING OBJECTS SHALL NOT IMPEDE THE P.O.T. PER CBC FIG. 11B-1A.
PROVIDE SHOP DRAWINGS FOR ALL ORNAMENTAL FENCES AND GATES.
CONTRACTOR TO REMOVE & REINSTALL ANY PLAY EQUIPMENT, BIKE RACK, ETC. NEEDED FOR CONSTRUCTION NOT SHOWN ON PLANS.
AFTER HOURS SCHOOL ACTIVITIES P.O.T. SHALL BE OPEN AND ACC. THROUGH BLDGS.
DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENTDESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE
CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO
BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS
PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON
VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.
DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT
REPRESENTED AS A CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND
REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE
WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.
ACCESIBLE PATH OF TRAVEL (SEE BELOW REQUIREMENTS)
(E) 7
(E) 7
(E) PLAY APPARATUS AREA
(BARK)
(E) CONCRETE. PROTECT IN
PLACE
(E) FIELD
(E) PLANTER TO
RECEIVE NEW
PLANTING AND
IRRIGATION
(E) PCC WALK
(E) MODULAR
CLASROOM
(E) CONCRETE. PROTECT IN
PLACE
01.02 02.03
02.0302.03
02.08 02.07
02.08 02.08
02.08 02.08
02.01 01.09
(R) DG & ROCK
PLANTER TO
BE REMOVED
03.10 03.10
(E) STORAGE
SHED
A.P.L.
A.P.L.
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FOR DATE BY
START OF DOCUMENT
DOCUMENTATION DATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23 MAB
Calvary Chapel Murrieta, 24225
Monroe Avenue, Murrieta, CA
92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.comformillus.com
Building relationships, Building relationships,
transforming environments.transforming environments.
A R C H I T E C T U R E
W:
1ST PLAN CHECK SUBMITTAL 05/06/24 MAB
PLOT DATE: PLOTTED BY:
ATS
TA
ROFOE FILAC
NI
ECLI
TIH
NO. C 32757
REN. 12-31-25
DESN
CRA
TCE
Michael A. Bern
REVISIONS DATE BY
CUP: 2024-00030
APN: 949-090-038
2ND PLAN CHECK 08-09-24 MAB
10-23-243RD PLAN CHECK MAB
10/18/2024 11:14:56 AM
REVISED CONDITIONAL USE PERMIT,REVISED CONDITIONAL USE PERMIT,
CITY OF MURRIETA CALVARY CHAPEL,CITY OF MURRIETA CALVARY CHAPEL, BUILDING "D"BUILDING "D"
ENLARGED SITE PLANENLARGED SITE PLAN
(DEMOLITION)(DEMOLITION)
A1.02 A1.02
723002.22C723002.22C
PM
MAB
07/15/2024
PM
True
North
1" = 10'-0"
1 1ENLARGED - SITE DEMO PLANENLARGED - SITE DEMO PLAN
01.02 01.02 (E) OUTFIELD FENCE TO REMAIN. PROTECT IN PLACE.
01.09 01.09 (E) U/G UTILITES, SEWER, IRRIGATION, TELECOM, STORM DRAIN. PROTECT IN PLACE (U.N.O.) SEE CIVIL AND ELECTRICAL DRAWINGS AND COORDINATE WITH ALL NEW SCOPE OF WORK.
02.01 02.01 (E) LANDSCAPE IRRIGATION TO BE RELOCATED OUT OF NEW WALK.
02.03 02.03 DEMOLISH AND REMOVE (E) CONCRETE PAVING WALK OR SLAB. REMOVE GRADE AS NECESSARY TO INSTALL NEW WORK. COORDINATE WITH CIVIL AND LANDSCAPE DRAWINGS.
02.07 02.07 REMOVE EXISTING LIGHT POLE AND FOOTING. SALVAGE EXISTING LIGHT POLE FOR RE-USE IN NEW WORK PLAN. SEE NEW WORK PLAN AND ELECTRICAL DRAWINGS.
02.08 02.08 REMOVE EXISTING TREES AND SHRUBS. SEE LANDSCAPE DRAWINGS.
03.10 03.10 (N) CONCRETE LEVEL LANDING FLUSH AT EXISTING PLAZA.
00.00KEYNOTES KEYNOTES
2 LEGENDS AND SYMBOLSLEGENDS AND SYMBOLS
(E) LANDSCAPE AREA TO REMAIN (U.N.O.)
SEE LANDSCAPE DWGS FOR MODIFICATIONS
(E) ASPHALT PAVING
E J (E) CONCRETE PAVING
(E) TURF AREA
E J (N) 4" CONC. PAVING. 2500 PSI WITH MEDIUM BROOM FINISH.
INDICATES AREA OF LANDSCAPE PLANTING, PAVERS, CURBS,
PAVING SURFACES OR BUILDINGS, INCLUDING ASSOCIATED SUB- STRUCTURES, TO BE REMOVED (U.N.O). IT IS THE CONTRACTORS
RESPONSIBILITY TO IDENTIFY ALL DEMOLITION SCOPE OF WORK REQUIRED TO COMPLETE ALL NEW WORK PRIOR TO BID.
COORDINATE ALL DEMOLITION WORK WITH ALL
DESIGN/ENGINEERING DISCIPLINES PART OF THIS PROJECT. ALL
WORK NOT WITHIN THIS AREA OR CLEARLY IDENTIFIED TO BE
REMOVED, SHALL BE PROTECTED IN PLACE. SEE GN.01 FOR
ADDITIONAL NOTES
INDICATES EXISTING STRUCTURES TO BE PROTECTED IN PLACE
DURING ALL PORTIONS OF CONSTRUCTION OPERATIONS BY THE
CONTRACTOR
(N) LANDSCAPE AREA
(E) TURF AREA
ACCESSIBLE PATH OF TRAVEL (P.O.T.) AS INDICATED ON PLAN IS A BARRIER FREE ACCESS ROUTE WITHOUT ANY ABRUT LEVEL CHANGES EXCEEDING 1/2" BEVELED AT 1:2 MAX. SLOPE, OR VERTICAL LEVEL CHANGES NOT EXCEEDING 1/4" MAX. AND AT LEAST 48" WIDE. SURFACE IS SLIP RESISTANT, STABLE, FIRM, AND SMOOTH. CROSS SLOPEDOSE NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL IS LESS THAN 5% UNLESS OTHERWISE INDICATED.
CONTRACTOR TO VERIFY THAT ALL BARRIERS IN THE PATH OF TRAVEL HAVE BEEN
REMOVED OR WILL BE REMOVED UNDER THIS PROJECT, AND PATH OF TRAVEL COMPLIES WITH CBC SECTION 1003.3.1.6, 11227b AND D 133B.
MAXIMUM DROP BETWEEN FINISHED GRADES AND THE TOP OF THE P.O.T. SHALL NOT EXCEED 4". PROVIDE "WARNING CURB" PER THE HAZARD SECTION OF THE BCB SECTION 1104B IF IT EXCEED 4".
OVERHEAD OBSTRUCTIONS IN THE P.O.T. SHALL BE 80" MIN. CLEAR FROM FINISHED FLOOR TO THE BOTTOM SIDE OF ANY OBSTRUCTION PER CBC FIG 11B-28.
PROTRUDING OBJECTS SHALL NOT IMPEDE THE P.O.T. PER CBC FIG. 11B-1A.
PROVIDE SHOP DRAWINGS FOR ALL ORNAMENTAL FENCES AND GATES.
CONTRACTOR TO REMOVE & REINSTALL ANY PLAY EQUIPMENT, BIKE RACK, ETC. NEEDED FOR CONSTRUCTION NOT SHOWN ON PLANS.
AFTER HOURS SCHOOL ACTIVITIES P.O.T. SHALL BE OPEN AND ACC. THROUGH BLDGS.
DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENTDESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT THE P.O.T. IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE
CURRENT APPLICABLE CALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS AND STRUCTURAL REPAIRS. AS PART OF THE DESIGN OF THIS PROJECT, THE P.O.T. WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WERE DETERMINED TO BE NONCOMPLIANT 1) HAVE BEEN IDENTIFIED AND 2) THE CORRECTIVE WORK NECESSARY TO
BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS
PROJECT'S WORK THROUGH DETAILS, DRAWINGS AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NONCOMPLIANT ELEMENTS, COMPONENTS OR PORTIONS OF THE P.O.T. THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON
VALUATION THRESHOLD LIMITATIONS OR A FINDING OF UNREASONABLE HARDSHIP ARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.
DURING CONSTRUCTION, IF P.O.T. ITEMS WITHIN THE SCOPE OF THE PROJECT
REPRESENTED AS A CODE COMPLIANT ARE FOUND TO BE NONCONFORMING BEYOND
REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE
WITH THE CBC AS A PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION CHANGE DOCUMENT.
ACCESIBLE PATH OF TRAVEL (SEE BELOW REQUIREMENTS)
(E) 9
(E) 7
(E) 7
(E) 7
(E) 7
(E) PLAY APPARATUS AREA
(BARK)
(PROTECT IN PLACE)
DF
(N) MPR METAL BUILDING &(N) MPR METAL BUILDING &
INTERIOR TENANT IMPROVEMENTINTERIOR TENANT IMPROVEMENT
(E) CONCRETE. PROTECT IN(E) CONCRETE. PROTECT IN
PLACE PLACE
(E) FIELD (E) FIELD
(N) PLANTER(N) PLANTER
(E) PLANTER TO(E) PLANTER TO
RECEIVE NEW RECEIVE NEW
PLANTING AND PLANTING AND
IRRIGATIONIRRIGATION
(N) PCC WALK(N) PCC WALK
(N) PCC PLAZA(N) PCC PLAZA
(N) PLANTER(N) PLANTER
(E) MODULAR CLASROOM(E) MODULAR CLASROOM
(PROTECT IN PLACE)(PROTECT IN PLACE)
(E) CONCRETE. PROTECT IN(E) CONCRETE. PROTECT IN
PLACEPLACE
(N) PLANTER(N)
PLANTER
(N) PLANTER(N) PLANTER
(N) (N)
PLANTERPLANTER
(N) (N)
MONUMENT MONUMENT
SIGNAGESIGNAGE
(N) PCC WALK(N)
PCC WALK
(N) PCC PLAZA(N) PCC PLAZA
01.09 (N) SEWER LINE TO
(SEE CIVIL AND LANDSCAPE DWGS UNDER (SEE CIVIL AND LANDSCAPE DWGS UNDER
SEPERATE COVER)SEPERATE COVER)
CUP-2024-00030CUP-2024-00030
C.O. AT BLDG "B"
(SEE PLUMBING
DWGS)
03.10 03.10
03.10 03.11
01.58 01.59
03.1203.12
22.24 03.1203.12
01.15 (E) STORAGE
SHED
03.13 ---
-
FLUSH FLUSH
TRANSITIONTRANSITION
01.1601.16
10.11 3'-0"
3'-0"
C/A C/A
VEHICLE VEHICLE
(N) MULTI-
DIMENSIONAL WOOD
SLAT FENCE. SEE A5.02
(E) 6' HIGH C/L FENCE TO
REMAIN. PROTECT IN PLACE.
(N) METAL FENCING. SEE
REFERENCE METAL FENCING,
SHEET A5.02
(N) C.L. GATE. SEE LANDSCAPE
PLANS
1 A1.04
EV SPACES SHALL BE PAINTED GREEN
5'-0"
12'-0"
(E) ACCESSIBLE AUTO
PARKING (2) AND
LOADING AREA
(E) X'MER
(E) X'MER
(E) 6' HIGH C/L GATE TO REMAIN.
PROTECT IN PLACE.
VAN
12'-0"
(N) VAN ACCESSIBLE EV STALL
C J
MIN.
9'-0" 5'-0"
(E) FIRE HYDRANT
(N) CONC. RIBBON
GUTTER (SEE CIVIL
DWGS)
(E) CONC. WALKWAY,
CURB RAMP &
TRUNCATED DOMES
(N) ACCESSIBLE CROSS-
WALK, MIN. 5'-0" WIDE
(E) FIRELANE GATE &
KNOXBOX TO REMAIN
IN PLACE
(N) LANDSCAPE WALLS &
PLANTERS. SEE:
LANDSCAPE DWGS
(N) MULTI-DIMENSIONAL WOOD
SLAT FENCE. SEE A5.02
(N) ELECTRICAL VEHICLE CHARGING
STATIONS. IN CONCRETE CURB WITH
PAVER INSET
18'-0"
SQ.
5'-0"
14 26.01
26.01 26.01
1 1
CU 60
T-P1
DP1
CU 1
PEV
8'-0" 23'-0"
(N) 4" TH. CONCRETE
SERVICE YARD
3'-0"
1 1
26.01 26.01
(N) CLEAN AIR VEHICLE SPACE
(N) ELECTRICAL VEHICLE
SPACE
EV EV
EV EV
1" = 10'-0"
1 1ENLARGED SITE PLANENLARGED SITE PLAN
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FOR DATE BY
START OF DOCUMENT
DOCUMENTATION DATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
03/27/23 MAB
Calvary Chapel Murrieta, 24225
Monroe Avenue, Murrieta, CA
92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.comformillus.com
Building relationships, Building relationships,
transforming environments.transforming environments.
A R C H I T E C T U R E
W:
1ST PLAN CHECK SUBMITTAL 08/27/24 MAB
PLOT DATE: PLOTTED BY:
ATS
TA
ROFOE FILAC
NI
ECLI
TIH
NO. C 32757
REN. 12-31-25
DESN
CRA
TCE
Michael A. Bern
REVISIONS DATE BY
CUP: 2024-00030
APN: 949-090-038
2ND PC / COA'S - MAB1 02-19-25
2/19/2025 2:46:04 PM
REVISED CONDITIONAL USE PERMIT,REVISED CONDITIONAL USE PERMIT,
CITY OF MURRIETA CALVARY CHAPEL,CITY OF MURRIETA CALVARY CHAPEL, BUILDING "D"BUILDING "D"
ENLARGED SITE PLANENLARGED SITE PLAN
A1.03 A1.03
723002.22C723002.22C
Author
Checker
07/15/2024
PM
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FOR DATE BY
START OF DOCUMENT
DOCUMENTATION DATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
03/27/23 MAB
Calvary Chapel Murrieta, 24225
Monroe Avenue, Murrieta, CA
92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.comformillus.com
Building relationships, Building relationships,
transforming environments.transforming environments.
A R C H I T E C T U R E
W:
1ST PLAN CHECK SUBMITTAL 08/27/24 MAB
PLOT DATE: PLOTTED BY:
ATS
TA
ROFOE FILAC
NI
ECLI
TIH
NO. C 32757
REN. 12-31-25
DESN
CRA
TCE
Michael A. Bern
REVISIONS DATE BY
CUP: 2024-00030
APN: 949-090-038
2ND PC / COA'S - MAB1 02-19-25
2/19/2025 2:46:04 PM
REVISED CONDITIONAL USE PERMIT,REVISED CONDITIONAL USE PERMIT,
CITY OF MURRIETA CALVARY CHAPEL,CITY OF MURRIETA CALVARY CHAPEL, BUILDING "D"BUILDING "D"
ENLARGED SITE PLANENLARGED SITE PLAN
A1.03 A1.03
723002.22C723002.22C
Author
Checker
07/15/2024
PM
True
North
01.09 01.09 (E) U/G UTILITES, SEWER, IRRIGATION, TELECOM, STORM DRAIN. PROTECT IN PLACE (U.N.O.) SEE CIVIL AND ELECTRICAL DRAWINGS AND COORDINATE WITH ALL NEW SCOPE OF WORK.
01.15 01.15 (E) PLANTER. MODIFY TO FIT NEW ADA PARKING AND PROTECT REMAINING IN PLACE.
01.16 01.16 (E) 6' HIGH C.L. SOFTBALL FENCE.
01.58 01.58 (N) HORIZONTAL WOOD SCREEN 5' TALL BY OTHERS.
01.59 01.59 (N) DBL 3' GATES.
03.10 03.10 (N) CONCRETE LEVEL LANDING FLUSH AT EXISTING PLAZA.
03.11 03.11 (N) CONCRETE WALK. 5% MAX SLOPE W/ 2% MAX. CROSS SLOPE.
03.12 03.12 (N) CONC. PATIO 2% SLOPE IN ANY DIRECTION.
03.13 03.13 (N) CONC. CURBS AS REQUIRED TO RETAIN ORIGINAL GRADE.
10.11 10.11 NEW 4' HIGH x 8' LONG, LIGHTED, CMU AND WOOD SIGN STRUCTURE. THIS
SIGN IS FOR PLANNING PURPOSES ONLY AND WILL BE PERMITTED AT A LATER DATE. THIS IS NOT A PART OF THIS PROJECT. PROVIDE 3/4" CONDUIT TO THIS LOCATION FOR FUTURE LIGHTING.
22.24 22.24 (N) SEWER PUMP. SEE PLUMBING & ELECTRICAL DWGS.
26.01 26.01 LIGHT FIXTURE. SEE: ELECTRICAL DRAWINGS.
00.00KEYNOTES KEYNOTES
1 1
COMPACTED SUBGRADE
4'-0" LONG PRECAST CONCRETE
PARKING BUMPER
ACP WHERE OCCURS, TYP.
#4X24" BARS @ 2'-0" O.C. (2 MIN.)
#3 BARS
3"
5 1/2"
2 1/2"2 1/2"
7 1/2"
1. ACCESS SYMBOL PAINTED REFLECTORIZED
WHITE STRIPING ON BLUE BACKGROUND
COLOR #15090 FED. STD. 595 B
2. ALL STALL STRIPING 4", WHITE PAVEMENT PAINT.
3. SEE PLAN ENLARGEMENT FOR STALL SIZES
SQUARE
3'-0"
EQ EQ
NOTES: NOTES:
ALIGN, TYP.
CL LCL L CL L
ADJOINING VEHICULAR
PAVING SURFACE
SECTION A-ASECTION A-A
.9" - .92"
2.3" - 2.4"
1. DETECTABLE WARNING SHALL CONTRAST VISUALLY WITH ADJOINING SURFACES, EITHER LIGHT ON DARK OR DARK ON LIGHT. THE MATERIAL USED TO PROVIDE CONTRAST SHALL BE AN INTEGRAL PART OF THE WALKING SURFACE.
WARNING SURFACES SHALL DIFFER FROM ADJOINING WALKING SURFACES IN RESILIENCY OR SOUND ON CANE CONTACT. THIS SURFACE SHALL BE RESERVED FOR WARNING.
2. CONTRASTING COLOR: 11B-705.1.1.3.1:11B-705.1.1.3.1:
DETECTABLE WARNING SURFACES
SHALL BE YELLOW AND APPROXIMATE 33538 OF SAE AMS-STD-595A. WHERE THE
COLOR VALUE CONTRAST BETWEEN THE WARNING PAVERS AND THE MAIN WALKING SURFACE IS LESS THAN 70 PERCENT, A 1 IN WIDE (25MM) BLACK STRIP SHALL SEPERATE THE WARNING SURFACE FROM THE MAIN WALKING SURFACE.
CONTRAST SHALL BE DETERMINED BY:
CONTRAST - [(B1-B2/B1)] X 100 PERCENT WHERE B1 = LIGHT
REFLECTANCE VALUE (LRV) OF THE LIGHTER AREA AND B2 = LIGHT REFLECTANCE VALUE (LRV) OF THE DARKER AREA.
3. CODE APPROVED DETECTABLE WARNING PRODUCTS AND DIRECTIONAL
SURFACES SHALL BE INSTALLED AS PROVIDED IN THE CALIFORNIA CODE OF REGULATIONS (CCR), TITLE 14 PART 1, ARTICLE 2, 3, 4 AND PER CBC 11B-2,3 & 4.
4. ONE APPROVED MANUFACTURER IS "SAFETY STEP TD"SAFETY STEP TD" 866.723.3883, WWW.SAFETYSTEPTD.COM.866.723.3883, WWW.SAFETYSTEPTD.COM. CONTRACTOR TO USE,(U.N.O.).
5. DOMES TO COMPLY WITH CBC 11B-705.1.1 CBC 11B-705.1.1 (SIZING), 11B705.1.1211B705.1.12 (SPACING)& 11B-705.1.1.311B-705.1.1.3 (COLOR / CONTRAST).
2.3" - 2.4" .9" - .92"
NOTES: NOTES:
ADHERED, PRE-MOLDED TACTILE
DOME SHEET COMPOSED OF FIBER-
REINFORCED, POLYMERMODIFIED
CEMENT AND COATED WITH AN
ACRYLIC RESIN EMULSION.
2.3" - 2.4"
.9" - .92" .65" MIN.
TOP DIA.
.45" - .47"
A-A
ALIGN, TYP.
ADHERED TRUNCATED DOME
WARNING SURFACE, OR EQUAL
.18" - .22" (DOME HGT.)
PEDESTRIAN PAVING SURFACE
(MAX.)
1/4"
FIGURE - WHITE
PAVEMENT PAINT
2'-6"2'-6"
3'-0"
5'-0"
1'-0"
1. SIGN SHALL BE SCOTCHLITE ENGINEERING GRADE REFLECTIVE COVER OVER 5052- H38 ALUMINUM ALLOY 0.080 THICK.
2. SYMBOL SHALL BE WHITE ON A BLUE BACKGROUND EQ. TO COLOR 15090 FED. STANDARD 595B.
3. MUST HAVE A PROFILE VIEW OF A WHEELCHAIR WITH OCCUPANT IN WHITE ON DARK BLUE BACKGROUND.
4. NOT BE SMALLER THAN 70 SQUARE INCHES IN AREA.
5. BE POSTED AT MIN. 80 INCHES ABOVE THE PARKING SPACE FINISHED GRADE OR MAY BE CENTERED ON THE WALL AT THE INTERIOR END OF THE PARKING SPACE.
PARKING PARKING
12"
18"6" 1/2" 6"
MINIMUM MINIMUM
ONLY ONLY
FINE $250 FINE $250
3/4" R. TYP.
VAN SIGNAGE WHERE APPLIES
PER PLAN
2-5/16" Ø CARRIAGE BOLTS W/ PEENED
THREADS, TYP. TOP & BOTTOM
VAN VAN
ACCESSIBLEACCESSIBLE
SIGN NOTES:SIGN NOTES:
THE ABOVE SIGN SHALL: 80" A.F.S. 80" A.F.S.
GALV. STEEL SIGN POST.
SEE: 10/A1.04
1. BE POSTED IN A CONSPICUOUS LOCATION AT EACH ENTRANCE TO OFF STREET PARKING FACILITIES.
2. BE MIN. 18" x 24" IN SIZE.
3. HAVE LETTERING NOT LESS THAN 1-INCH HIGH.
4. HAVE BLANK SPACES FILLED IN WITH APPROPRIATE INFORMATION AS A PERMANENT PART OF SIGN.
18"-24"
24"
2-5/16" x 2-1/2" SLOTTED,
GALV. CROWN BOLTS W/
NUT & LOCK WASHER
SIGN NOTES:SIGN NOTES:
THE ABOVE SIGN SHALL:
2" SQ., 14 GA., GALV. STL
SIGN POST W/ 7/16" HOLES.
SEE: 10/A1.04
-
-
TOWED VEHICLESTOWED VEHICLES
MAY BE RECLAIMED ATMAY BE RECLAIMED AT
OR BY TELEPHONINGOR BY TELEPHONING
UNAUTHORIZED VEHICLES PARKED IN UNAUTHORIZED VEHICLES PARKED IN
DESIGNATED ACCESSIBLE SPACES NOT DESIGNATED ACCESSIBLE SPACES NOT
DISPLAYING DISTINGUISHING PLACARDS DISPLAYING DISTINGUISHING PLACARDS
OR SPECIAL LICENSE PLATES ISSUED FOR OR SPECIAL LICENSE PLATES ISSUED FOR
PERSONS WITH DISABILITIES WILL BE PERSONS WITH DISABILITIES WILL BE TOWED AWAY AT THE OWNER'S EXPENSE.TOWED AWAY AT THE OWNER'S EXPENSE. 80" MIN. CLR.80" MIN. CLR.
TO F.S. TO F.S.
12"
18"
NO STOPPING INNO STOPPING IN
2-5/16" Ø CARRIAGE BOLTS W/
PEENED THREADED, TYP. TOP &
BOTTOM
GALV. STEEL SIGN POST.
SEE: 10/A1.04
FIRE LANE FIRE LANE
AREAS MARKED AREAS MARKED
AS FIRE LANEAS FIRE LANE
VIOLATION VEHICLES MAYVIOLATION VEHICLES MAY
BE CITED AND/OR REMOVED.BE CITED AND/OR REMOVED.
- -
- - 1" RED LETTERING ON WHITE
REFLECTIVE BACKGROUND
2" WHITE LETTERING ON RED
REFLECTIVE BACKGROUND
2" RED LETTERING ON WHITE
REFLECTIVE BACKGROUND
80" MIN. CLR.80" MIN. CLR.
TO F.S. TO F.S.
12"
18"
NO NO
STOPPING STOPPING
2-5/16" Ø CARRIAGE BOLTS W/
PEENED THREADED, TYP. TOP &
BOTTOM
GALV. STEEL SIGN POST.
SEE: 10/A1.04
FIRE LANE FIRE LANE
VIOLATION VEHICLES MAYVIOLATION VEHICLES MAY
BE CITED AND/OR REMOVED.BE CITED AND/OR REMOVED.
- -
- - 1" RED LETTERING ON WHITE
REFLECTIVE BACKGROUND
2" RED LETTERING ON WHITE
REFLECTIVE BACKGROUND
2" WHITE LETTERING ON RED
REFLECTIVE BACKGROUND
80" MIN. CLR.80" MIN. CLR.
TO F.S. TO F.S.
12"
18"
PICK-UP
2-5/16" Ø CARRIAGE BOLTS W/
PEENED THREADED, TYP. TOP &
BOTTOM
GALV. STEEL SIGN POST.
SEE: 12/A1.04
2" WHITE LETTERING ON BLACK
REFLECTIVE BACKGROUND
80" MIN. CLR.80" MIN. CLR.
TO F.S. TO F.S.
DROP-OFF
AND
ONLY
NO
PARKING
NO PARKING - FIRE LANE
NOTES: NOTES:
1. FIRE LANE ENTRANCE SIGN(S) SHALL BE PROVIDED.
SEE: 11/A1.04.
2. FIRE LANE SIGN(S) SHALL BE PROVIDED AT
INTERVALS NO GREATER THAN 100 (FEET).
SEE: 12/A1.04.
3. CURBS SHALL BE PAINTED OSHA SAFETY RED.
SEE: GP0.02.
4. "NO PARKING - FIRE LANE" SHALL BE PAINTED ON
FACE AND TOP OF CURB IN 5 (INCHES) MIN. HIGH
WHITE STENCILED LETTERING AT INTERVALS NO
GREATER THAN 25 (FEET).
1. SIGN SHALL BE SCOTCHLITE ENGINEERING GRADE REFLECTIVE COVER OVER 5052-H38 ALUMINUM ALLOY 0.080 THICK.
2. SYMBOL SHALL BE WHITE ON A BLUE BACKGROUND EQ. TO
COLOR 15090 FED. STANDARD 595B.
12"
18"
2-5/16" Ø CARRIAGE BOLTS W/ PEENED
THREADS, TYP. TOP & BOTTOM
OF SIGNS.
SIGN NOTES:SIGN NOTES:
PASSENGERPASSENGER
LOADING LOADING
ZONE ONLYZONE ONLY
3/4" R. TYP.
GALV. STEEL SIGN POST.
SEE: 10/A1.04
NO PARKINGNO PARKING
80" MIN. CLR.80" MIN. CLR.
TO F.S. TO F.S.
1. WHITE PAVEMENT PAINT "CLEAN AIR VANPOOL /
EV" SIGNAGE, 12" HIGH LETTERS, MIN. CENTERED
ON PARKING STALL.
9'-0"
NOTES: NOTES: ALIGN, TYP.
CL L CL L
CLEAN AIR
VANPOOL / EV
SEE PLAN ENLARGEMENT FOR STALL SIZES
4" "GREEN" STRIPING (TYP)
2" SQ. 14 GA., GALV.
SIGN POST
1/2" CROWN
FINISHED SURFACE
3'-0"
1'-0"
6" LONG #3 REBAR.
THROUGH POST. SECURE
IN PLACE PRIOR TO CONC.
POUR
CONCRETE
FOOTING
6" 3"
2"
3" 3"
VAN
12'-0" MIN. CLR.
CAR
9'-0" MIN. CLR. 5'-0"
NEW ISA PAVEMENT MARKING.
SEE: 4/A1.03 (TYP. OF 2)
SECTION 11B-502.6.4.
(N) LOADING/UNLOADING
AISLE PERIMETER: 4" WIDE
BLUE PAINT STRIPE. (USE 4"
WIDE GREEN PAINT STRIPE
AT VAN/EV STALLS)
(N) LOADING/UNLOADING AISLE.
45 DEG., 4" WIDE, WHITE
PAVEMENT PAINT STRIPPING @
3'-0" O.C.
NO
PARKING
45.00°
3'-0"
(E) CONC. PARKING BUMPER.
SEE: 6/A1.03.
NEW ADA CAR SIGNAGE.
SEE: 1/A9.01
NEW ADA VAN SIGNAGE.
SEE: 1/A9.01
3"
1 1/2" = 1'-0"
6 6CONCRETE WHEEL STOPCONCRETE WHEEL STOP
3/4" = 1'-0"
4 4ISA PAVEMENT PARKING SYMBOLISA PAVEMENT PARKING SYMBOL 3" = 1'-0"
3 3TRUNCATED DOMESTRUNCATED DOMES
1/2" = 1'-0"
7 7PARKING DIRECTIONAL ARROWPARKING DIRECTIONAL ARROW
1 1/2" = 1'-0"
1 1ADA PARKING STALL SIGNADA PARKING STALL SIGN
1 1/2" = 1'-0"
2 2SITE ENTRY SIGNSITE ENTRY SIGN
1 1/2" = 1'-0"
11 11FIRE LANE SITE ENTRY SIGNFIRE LANE SITE ENTRY SIGN 1 1/2" = 1'-0"
12 12FIRE LANE SIGNFIRE LANE SIGN
1 1/2" = 1'-0"
13 13PICK-UP & DROP-OFF AREA SIGNPICK-UP & DROP-OFF AREA SIGN 1 1/2" = 1'-0"
9 9FIRE LANE CURBFIRE LANE CURB
1 1/2" = 1'-0"
5 5PASSENGER LOADING ZONE ONLY SIGNPASSENGER LOADING ZONE ONLY SIGN 3/4" = 1'-0"
8 8CLEAN AIR / VANPOOL / EV STALLCLEAN AIR / VANPOOL / EV STALL 1/2" = 1'-0"
10 10SIGN POST SIGN POST
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FOR DATE BY
START OF DOCUMENT
DOCUMENTATION DATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23 MAB
Calvary Chapel Murrieta, 24225
Monroe Avenue, Murrieta, CA
92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.comformillus.com
Building relationships, Building relationships,
transforming environments.transforming environments.
A R C H I T E C T U R E
W:
1ST PLAN CHECK SUBMITTAL 05/06/24 MAB
PLOT DATE: PLOTTED BY:
ATS
TA
ROFOE FILAC
NI
ECLI
TIH
NO. C 32757
REN. 12-31-25
DESN
CRA
TCE
Michael A. Bern
REVISIONS DATE BY
CUP: 2024-00030
APN: 949-090-038
2ND PLAN CHECK - 08-09-24 MAB
10-23-243RD PLAN CHECK - MAB
10/18/2024 11:15:01 AM
REVISED CONDITIONAL USE PERMIT,REVISED CONDITIONAL USE PERMIT,
CITY OF MURRIETA CALVARY CHAPEL,CITY OF MURRIETA CALVARY CHAPEL, BUILDING "D"BUILDING "D"
ACCESSIBILITY SITEACCESSIBILITY SITE
DETAILS DETAILS
A1.04 A1.04
723002.22C723002.22C
CP/PM
MAB
07/15/2024
PM
1/4" = 1'-0"
14 14ENLARGED ACCESSIBLE PARKINGENLARGED ACCESSIBLE PARKING 1438 SF
MPR MPR
C-102 C-102
1466 SF
MPR MPR
C-103 C-103
401 SF
ENTRY ENTRY
HALL HALL
C-101 C-101
90'-0"
3'-0 1/4" 2'-8" 2'-8" 5'-1 1/2" 4" 5'-1 1/2" 2'-8" 2'-8" 2'-8 1/2"13'-3" 9'-10"
A B C D
1 2
50'-6"
4'-0" MIN.
128 SF
OFFICE OFFICE
C-104 C-104
216 SF
WOMENS WOMENS
R/R R/R
C-105 C-105
216 SF
MENS R/R MENS R/R
C-106 C-106
4'-0" MIN.
(MIN.)
5'-0"
9'-0" CEILING
9'-0"
CEILING
1 A7.01
9'-0" CEILING
2 A7.01
A5.01
1 A5.01
2 64 SF
REC. REC.
C-107 C-107
5'-6"
9 SF
ELEC. ELEC.
C-109 C-109
29'-0" 30'-0" 29'-0"
12'-0" CEILING
3 A7.01
9 SF
CUST. CUST.
C-110 C-110
9A
103B102B
105
106
103A102A
101A
110
109
9C
9C
9B
9C
9C
9A
B B
AA
9A
14'-3" 10'-8" 4'-1"
15'-0" 15'-0"
4'-1" 10'-6" 14'-5"
5'-6"
(MIN.)
5'-0"
1 A
B
C
D A8.03
2 A
B
C
D A8.03
3 BD A8.01
5'-6"
104 F
13'-3"
6"
9A
9A
4" 4"
6"
15"
4"
4"
4"
4"
4"
9A
4"
9A
4"
9A
9A9A
9A
2 5/8"
2 5/8"
2 5/8"2 5/8"
2 5/8"
9A
2 5/8"
ALIGN
347 SF
CORR. CORR.
C-108 C-108
9'-0" CEILING
5'-5 1/2" 5'-11 1/4" 2'-11"
9'-8 3/4" 19'-8 1/4" 4'-0 1/2" 3'-4 3/4"
7'-2 3/4" 6'-3" 6'-3" 7'-5"
CLR.
4'-6"
CLR.
4'-6"
9D
12"
10.03 10.04
10.04 10.05
10.02 26.03
22.14 22.07
00.03 10.06
1'-0"
7'-5"16'-0"
7'-0" 6'-0"
6'-0"5'-0"
5'-0" 6'-0"
9A 9A
2 5/8"
9D
C
C
C
C
4"
10.01.01 10.01.03
10.01.03 10.01.01
10.01.04 22.15
PH
PHPHPH
10.19 10.19
10.2010.20
10.19 10.19
10.21 10.21
10.18 21.01 21.02
1 A
B
C
D A8.02
1 A
B
C
D A8.02
A8.01
1 08.04
08.0508.05
08.04 10.0510.05
7'-5 3/4" 6'-0 3/4"
00.03 A8.03
4'-6"
10.01 ADA
COUNTER
(MIN.)
4'-0"10"
ALIGN
2'-3" 3'-4 1/2" 7'-5"8'-4"
B
C
7'-0"
1'-4"
2'-6"
14'-3 3/4"
101B 101C
10.19 2
1 A
B
C
D -
1 A
B
C
D -
1 A
B
C
D -
1 A
B
C
D -
2 A
B
C
D -
2 A
B
C
D -
2 A
B
C
D -
2 A
B
C
D -
3 BD -
1 A
B
C
D A8.01
A8.01
5 A8.01
2 A8.01
A8.03
A8.03
6'-0" 7'-0"
1.0% 1.0%
1.5% 1.5%
1.9% 1.9%
1.3% 1.3%
108
PH PH
WALL LEGENDWALL LEGEND
LEGEND LEGEND
(N) METAL STUD WALL @ 16" O.C.
DOOR. SEE: DOOR SCHEDULE.
GLAZING. SEE: WINDOW TYPES.
00 WALL TAG/DETAIL. SEE: WALL ASSEMBLIES STARTING ON SHEET A12.01.
000 DOOR TAG/ "PH" INDICATES PANIC HARDWARE.
SEE: DOOR SCHEDULE SHEET A10.01.
00 WINDOW OR GLAZING TAG. SEE: WINDOW TYPES & DETAILS
SHEET A11.01.
ALIGNMENT TAG
(N) FLOOR DRAIN. SEE: PLUMBING DRAWINGS.
30" x 48" CFS (LAVATORIES, URINALS, DRINKING
FOUNTAINS, ADA SEATS, SHOWER STALLS)
48" x 48" CFS (PUSH SIDE ALL DOORS)
54" x 60" CFS (PULL SIDE INTERIOR DOORS)
60" x 60" CFS (PULL SIDE EXTERIOR DOORS)
60" DIA. CFS
(N) METAL STUD WALL @ 16" O.C. W/ 1-HR FIRE RATING
x
x
PH
(N) CMU WALL
(N) METAL STUD EXTERIOR WALL W/MTL. SIDING
(N) METAL STUD PLUMBING WALL
(N) METAL FURRED WALL
6" CURB (U.N.O)
"X"
INDICATES METAL OR CMU WALL FRAMING MEMBER
WIDTH, OR WALL ASSEMBLY WIDTH PER DETAIL.
MILLWORK. SEE INTERIOR ELEVATIONS.
GENERAL CONSTRUCTION NOTESGENERAL CONSTRUCTION NOTES
1. 2.
3. 4.
5. 6.
7. 8.
9. 10.
11. 12.
13. 14.
A.
B.
C.
ACCESSORY FRAMINGACCESSORY FRAMING - CONTRACTOR SHALL PROVIDE ALL NECESSARY
BACKING, BLOCKING, AND FRAMING FOR THE COMPLETE INSTALLATION OF ALL
EQUIPMENT, FIXTURES AND ACCESSORIES REPRESENTED WITHIN THESE PLANS, WHETHER EXPRESSED OR NOT.
EXISTING FINISHESEXISTING FINISHES - WHERE EXISTING FINISHES, FACILITIES OR SURFACES ARE
DISTURBED, DAMAGED OR REMOVED AS A RESULT OF INCORPORATING NEW
WORK HEREIN, THE CONTRACTOR IS RESPONSIBLE FOR REPAIRING OR REPLACING THESE FINISHES TO MATCH EXISTING IN ALL ASPECTS.
THRESHOLDS - THRESHOLDS - PROVIDE 1/4" (MAX HEIGHT) THRESHOLD AT ALL EXTERIOR DOORS, TYP. (U.N.O.)
BACKING FOR METAL-FRAMED WALL PROJECTS -BACKING FOR METAL-FRAMED WALL PROJECTS - PROVIDE 6" X 20 GA. SHEET
METAL BACKING FOR SUPPORT OF PARTITIONS, MILLWORK, FIXTURES,
ACCESSORIES, WALLS, CEILINGS, AND SURFACES, UNLESS ALTERNATE METHOD REQUIRED BY MANUFACTURER OR INSTALLERS RECOMMENDATIONS.
BACKING FOR WOOD-FRAMED WALL PROJECTS - BACKING FOR WOOD-FRAMED WALL PROJECTS - PROVIDE 4" X 8” MIN. WOOD
BLOCK BACKING FOR SUPPORT OF PARTITIONS, MILLWORK, FIXTURES,
ACCESSORIES, WALLS, CEILINGS, AND SURFACES, UNLESS ALTERNATE METHOD REQUIRED BY MANUFACTURER OR INSTALLERS RECOMMENDATIONS.
FIRE SEALANT - FIRE SEALANT - PROVIDE AN APPROVED FIRE SEALANT MATCHING THE
REQUIRED RATING OF WALL AT ALL PENETRATIONS OCCURRING AT FIRE- RATED WALLS, TYP.
FIRE BLOCKING - FIRE BLOCKING - IN COMBUSTIBLE CONSTRUCTION, PROVIDE FIRE BLOCKING, AS REQUIRED BY CODE, AT CEILING AND FLOOR LEVELS, AND AT 10' O/C (MAX.) IN ALL WALLS, CHASES, SOFFITS. DROP CEILINGS, PIPES, CAVITIES, ETC. BOTH VERTICALLY AND HORIZONTALLY.
DIMENSIONING PROTOCOL - DIMENSIONING PROTOCOL - CONTRACTOR TO REVIEW PLANS, SECTIONS AND
DETAILS PRIOR TO LAYOUT AND NOTIFY ARCHITECT OF ANY DISCREPANCIES THAT OCCUR WITH THESE DRAWINGS PRIOR TO COMMENCING WORK. NOTED DIMENSIONS SHALL ALWAYS TAKE PRECEDENCE OVER SCALED DRAWINGS.
EXTERIOR WALLS
ARE TO FACE OF STUD, OR AS NOTED ON PLANS
INTERIOR WALLS ARE TO FACE OF STUD (FOS), CENTERLINE OF WALLS, OR AS NOTED ON PLANS. DIMENSIONS NOTED “CLR”, ARE TO BE FACE OF FINISH.
WALLS LOCATED ON A GRIDLINE
ARE TO BE CENTER OF WALL &
CENTER OF COLUMN (U.N.O.)
INTERIOR WALL INSULATION -INTERIOR WALL INSULATION - PROVIDE “UNFACED” ACOUSTIC INSULATION, FULL WIDTH AND HEIGHT OF ALL INTERIOR WALLS.
EXTERIOR WALL INSULATION -EXTERIOR WALL INSULATION - PROVIDE A MINIMUM OF R-19, “SINGLE- FACED” INSULATION, FULL HEIGHT OF ALL EXTERIOR WALLS.
ROOF INSULATION -ROOF INSULATION - MAINTAIN AND ADD TO AS NECESSARY, R-19 BATT INSULATION UP TIGHT TO BOTTOM OF ROOF SHEETING. PROVIDE HEAVY-DUTY SCRIM PAPER TO CONCEAL ALL UNFACED BATTS. SCRIM PAPER TO BE PAINTED TO MATCH CEILING.
ACCESS PANELSACCESS PANELS - CONTRACTOR SHALL PROVIDE STAINLESS STEEL ACCESS
PANELS TO ALL CONCEALED SPACES, VALVES AND EQUIPMENT AS REQUIRED BY GOVERNING CODES. CONTRACTOR IS TO VERIFY TYPE AND LOCATION, IF NOT SPECIFIED, AND COORDINATE WITH THE ARCHITECT’S SPECIFIED FINISHES/INTERIOR ELEVATIONS PRIOR TO PURCHASE AND INSTALLATION.
FIRE EXTINGUISHERS -FIRE EXTINGUISHERS - SHALL BE PROVIDED AS SHOWN ON PLAN, OR PER THE LATEST EDITION OF THE CALIFORNIA FIRE CODE (CFC), NFPA 10, TITLE 19 CODE OF REGULATIONS, TITLE 8 AND CALIFORNIA BUILDING CODE, WHICHEVER IS THE MOST STRINGENT.
DOOR FRAMES - DOOR FRAMES - PROVIDE A MINIMUM OF 4” CLEAR FROM INSIDE FRAME TO ADJACENT WALL AT ALL DOOR FRAMES.
KEY PLAN KEY PLAN
True
North
00.03 00.03 GWB SOFFIT ABOVE.
08.04 08.04 8'X16', 4 PANEL-WIDE, ALUMINUM FRAME SECTIONAL GARAGE DOOR WITH
CLEAR INSULATED GLASS PANELS AS MANUFACTURED BY CLOPAY, MODEL AVANTE, COLOR: BLACK ANODIZED.
08.05 08.05 EXTENT OF SECTIONAL DOOR IN OPEN POSITION.
10.01 10.01 FUTURE RECEPTION DESK BY OTHERS.
10.01.01 10.01.01 ACCESSIBLE STALL. SEE: 2/A15.04.
10.01.03 10.01.03 ACCESSIBLE LAVATORY. SEE: 4/A15.04.
10.01.04 10.01.04 ACCESSIBLE URINAL. SEE: 4/A15.04.
10.02 10.02 SEMI-RECESSED FIRE EXTINGUISHER CABINET W/ DRY CHEMICAL EXTINGUISHER, UL-RATING 2A-10B:C. SEE: 1/A15.01.
10.03 10.03 CONDIMENT AND TRASH CABINET.
10.04 10.04 VENDING MACHINE BY OWNER.
10.05 10.05 FUTURE PLAM STORAGE WALL CABINETS BY OTHERS.
10.06 10.06 OFFICE FURNITURE BY OWNER.
10.18 10.18 EXT. SIGNAGE TO READ "FIRE RISER ROOM INSIDE". SEE: 12/A16.01.
10.19 10.19 INT. SIGNAGE TO READ "EXIT". SEE: 6/A16.01.
10.20 10.20 INT. MAXIMUM OCCUPANCY SIGN. SEE 11/A16.01.
10.21 10.21 (N) RESTROOM ID SIGN. SEE 2/A16.01.
21.01 21.01 FIRE RISER. SEE: CIVIL & FIRE SPRINKLER DRAWINGS.
21.02 21.02 FIRE RISER EXTERIOR BELL BY OTHERS.
22.07 22.07 CUSTODIAL FLOOR SINK. SEE: PLUMBING PLAN.
22.14 22.14 HOT WATER HEADER W/ HOSE BIBB AND FACET.
22.15 22.15 ACCESSIBLE DRINKING FOUNTAIN & BOTTLE FILLER.
26.03 26.03 ELECTRICAL SUB PANEL. SEE: ELECTRICAL DRAWINGS.
00.00KEYNOTES KEYNOTES
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FOR DATE BY
START OF DOCUMENT
DOCUMENTATION DATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23 MAB
Calvary Chapel Murrieta, 24225
Monroe Avenue, Murrieta, CA
92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.comformillus.com
Building relationships, Building relationships,
transforming environments.transforming environments.
A R C H I T E C T U R E
W:
1ST PLAN CHECK SUBMITTAL 05/06/24 MAB
PLOT DATE: PLOTTED BY:
ATS
TA
ROFOE FILAC
NI
ECLI
TIH
NO. C 32757
REN. 12-31-25
DESN
CRA
TCE
Michael A. Bern
REVISIONS DATE BY
CUP: 2024-00030
APN: 949-090-038
2ND PLAN CHECK - 08-09-24 MAB
10-23-243RD PLAN CHECK - MAB
10/18/2024 11:15:49 AM
New MPR Building + Site ImprovementsNew MPR Building + Site Improvements (PHASE 2C)(PHASE 2C)
OVERALL FLOOR PLANOVERALL FLOOR PLAN
A2.01 A2.01
723002.22C723002.22C
CP/PM
MAB
01/24/2024
PM
1/4" = 1'-0"
1 1ENLARGED FLOOR PLANENLARGED FLOOR PLAN
True
North
2 MATERIAL LEGENDMATERIAL LEGEND
1. 2.
ALL METAL FLASHING SHALL BE PAINTED TO MATCH ADJACENT SURFACE, TYP.
ALL GLAZING TO BE TEMPERED.
NEW DUAL GLAZING WINDOWS
DRAWING SYMBOLSDRAWING SYMBOLS
GENERAL NOTESGENERAL NOTES
ALIGNMENT TAG
00 WINDOW OR GLAZING TAG. SEE: WINDOW
TYPES & DETAILS.
XX-00 XX-00 COLOR & MATERIAL TAG. SEE: FINISH PLANS.
TRANSITIONAL MARK
26 GA PBU WALL PANELS W/ KYNAR FINISH, COLOR: SLATE GRAY ACCENT PANELS COLOR & LOCATION: POLAR WHITE PER ELEVATIONS
1. 2.
ALL SIGNS TO BE SUBMITTED TO DESIGN REVIEW FOR SEPARATE REVIEW AND APPROVAL.
ADDRESS TO BE POSTED VISIBLE FROM THE STREET PER FIRE DEPT.
REQUIREMENTS.
CITY NOTESCITY NOTES
ROOF PITCH. SEE ROOF PLAN
24 GAUGE STANDING SEAM ROOF W/ KYNAR FINISH. COLOR: SLATE
GRAY TO MATCH BUILDING
KEY PLAN KEY PLAN
True
North
A B C D
EMP-1C A C
MX. HGT.
18'-6"
(SEE MTL. BLDG.
DWGS)
D D
9'-0" 1'-2"
1'-2"
TYP.
9'-0"
26.01 10.14
26.01 12
5'-0" 6'-0"
CL OF BUILDING
3'-0" 3'-0"
12"
3"
12"
3"
EMP-1C EMP-2
16'-8"
26.01 ABCD
EMP-1
EPT-1 EPT-1
26.01 TYP.
9'-0"
1 2
05.10 05.08
05.09 3'-0"3'-0"
CL OF BUILDING
5'-0"6'-0"
06.05 12"
3"
12"
3"
EMP-1 CEMP-2
26.01 16'-8"
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FOR DATE BY
START OF DOCUMENT
DOCUMENTATION DATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23 MAB
Calvary Chapel Murrieta, 24225
Monroe Avenue, Murrieta, CA
92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.comformillus.com
Building relationships, Building relationships,
transforming environments.transforming environments.
A R C H I T E C T U R E
W:
1ST PLAN CHECK SUBMITTAL 05/06/24 MAB
PLOT DATE: PLOTTED BY:
ATS
TA
ROFOE FILAC
NI
ECLI
TIH
NO. C 32757
REN. 12-31-25
DESN
CRA
TCE
Michael A. Bern
REVISIONS DATE BY
CUP: 2024-00030
APN: 949-090-038
2ND PLAN CHECK - 08-09-24 MAB
10-23-243RD PLAN CHECK - MAB
10/18/2024 11:16:11 AM
New MPR Building + Site ImprovementsNew MPR Building + Site Improvements (PHASE 2C)(PHASE 2C)
EXTERIOR BUILDINGEXTERIOR BUILDING
ELEVATIONSELEVATIONS
A5.01 A5.01
723002.22C723002.22C
CP/PM
MAB
01/24/2024
PM
05.08 05.08 METAL RAKE TRIM. SEE METAL BLDG MANUF. DRAWINGS. MATCH BUILDING COLOR.
05.09 05.09 METAL CANOPY. SEE METAL BLDG MANUF. DRAWINGS. COLOR: TBD.
05.10 05.10 METAL BUILDING ACCENT COLOR PANEL.
06.05 06.05 SCHOOL LOGO ON METAL SIDING BY OTHERS.
10.14 10.14 EXTERIOR BUILDING SIGNAGE.
26.01 26.01 LIGHT FIXTURE. SEE: ELECTRICAL DRAWINGS.
00.00KEYNOTES KEYNOTES
1/8" = 1'-0"
1 1SOUTH ELEVATIONSOUTH ELEVATION
1/8" = 1'-0"
2 2EAST ELEVATIONEAST ELEVATION
1/8" = 1'-0"
3 3NORTH ELEVATIONNORTH ELEVATION
1/8" = 1'-0"
4 4WEST ELEVATIONWEST ELEVATION
Date:
Checked By:
Drawn By:
Project No:
Sheet Title:
Project Title/Client/Address:
ISSUED FOR DATE BY
START OF DOCUMENT
DOCUMENTATION DATE BY
Sheet Designation:
Architect's Seal:
Consultant Info & Seal:
Agency Approvals:
Architect's vCard:
04/01/23 MAB
Calvary Chapel Murrieta, 24225
Monroe Avenue, Murrieta, CA
92562
O: 951.496.3616
355 N. Sheridan Street, Unit #108
Corona, CA 92880
E: [email protected]
formillus.com
Building relationships,
transforming environments.
A R C H I T E C T U R E
W:
1ST PL. CHK 01/24/24 MAB
PLOT
DATE:
PLOTTED
BY:
A
TS
TA
RO
FO
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FILAC
NI
ECLI
TIH
NO. C 32757
REN. 12-31-25
DESN
CRA
TCE
Michael A. Bern
REVISIONS DATE BY
3/12/2024 2:15:09 PM
New MPR Building + Site Improvements
(PHASE 2C)
EXTERIOR BUILDING
ELEVATIONS
A5.01
723002.22C
CP/PM
MAB
01/24/2024
PM
REVISED CONDITIONAL USE
PERMIT, CITY OF MURRIETA
CALVARY CHAPEL, BUILDING “D”
NORTH ELEVATION (FRONT, FACING PARKING LOT)
WOOD SLAT FENCING ON CONCRETE CURB (Reference Imagery)
MULTI-DIMENSIONAL HORIZONTAL WOOD FENCING (4'-5' HIGH)
WALL PANELS W/LOGO
(POLAR WHITE)
BLACK METAL LOGO
METAL WALL PANELS
(SLATE GRAY)
METAL SHADE CANOPY
(SLATE GRAY)
SOUTH ELEVATION (REAR, FACING EXISTING CONC. PLAZA)
WEST ELEVATION (FRONT, FACING PARKING LOT)
EAST ELEVATION (REAR, FACING EXISTING CONC. PLAZA)
2'-0" WIDE DBL. LOK METAL
ROOF PANELS (SLATE GRAY)
METAL WALL PANELS
(SLATE GRAY)
1" DUAL INSULATED GLAZING
UNITS - CLEAR W/ SOLARBAN 70
19'-0"
12'-0"
PBU WALL PANELS - SLATE GREY/POLAR WHITE
POLAR WHITE
SR .58 SRI 69
EPT-4: EXTERIOR PAINT
BRAND: SHERWIN WILLIAMS
FINISH: LOW SHEEN
COLOR: CELLULOID DET 619
SLATE GRAY
SR .37 SRI 41
BRAND: ARCADIA (AFG451T)
FINISH:
ALUMINUM
COLOR: DARK BRONZE (AB-7)
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STAR BUILDING SYSTEMS
SIGNATURE 200 COLOR
STAR BUILDING SYSTEMS
SIGNATURE 200 COLOR
ALUM. STOREFRONT BY
ARCADIA, DARK BRONZE, AB-7
1 2
1 2
A
B
A
A
WALL PANELS W/LOGO
(POLAR WHITE)
BLACK METAL LOGO
METAL WALL PANELS
(SLATE GRAY)
METAL SHADE CANOPY
(SLATE GRAY)
1 A
2 A
1 A
3 4
4 4
METAL SHADE CANOPY
(SLATE GRAY)
2 2
A
2 24" WIDE DBL LOK ROOF PANEL - SLATE GREY
2 2'-0" WIDE DBL. LOK METAL
ROOF PANELS (SLATE GRAY)
METAL WALL PANELS
(SLATE GRAY)
1" DUAL INSULATED GLAZING
UNITS - CLEAR W/ SOLARBAN 70
ALUM. STOREFRONT BY
ARCADIA, DARK BRONZE, AB-7
2 A
1 A
4 4
METAL SHADE CANOPY
(SLATE GRAY)
2 DOOR
(EPT-4 CELLULOID)
3 1" DUAL INSULATED GLAZING
UNITS - CLEAR W/ SOLARBAN 70
ALUM. STOREFRONT BY
ARCADIA, DARK BRONZE, AB-7
4 1" DUAL INSULATED GLAZING
UNITS - CLEAR W/ SOLARBAN 70
ALUM. STOREFRONT BY
ARCADIA, DARK BRONZE, AB-7
4 4
4 APN: 949-090-038
COLOR BOARD
A5.02
Calvary Chapel Murrieta, 24225
Monroe Avenue, Murrieta, CA 92562
CUP: 2024-00030
APN: 949-090-038
Calvary Chapel Murrieta, 24225
Monroe Avenue, Murrieta, CA 92562
CUP: 2024-00030
APN: 949-090-038
HORIZ. WOOD & MTL. SECURITY FENCING (REFERENCE IMAGES)
WIDE DBL LOK ROOFING PANELS