Cities Index.
Attachment No. 3 - Project Plans

Fontana City Council
March 28, 2023

Document
Attachment No. 3 - Project Plans
Meeting
March 28, 2023
Body
Fontana City Council
Original file
37.1 MB
Text extracted from the city's file for reading and search. Open the original on fontana.legistar1.com. That file is the official record.

TITLE SHEET AND DRAWING INDEX
11/11/2022
HS
MG
A0.0.0
1 · ·
· ·
·
·
·
“”
·
·
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
CATAWBA AVE.

HWY 210
S. HIGHLAND AVE.

INTERSTATE FREEWAY 210
11/11/2022
HS
MG
2 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
CATAWBA AVE.

HWY 210
S. HIGHLAND AVE.

INTERSTATE FREEWAY 210
11/11/2022
HS
MG
3 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

SURGACE
MOUNT

FRAMELESS

WINDSCREEN
CLAMP
5'-0"MAX.
2"
25%50%25%

PANEL WIDTH
2"
4'-0"
1/2" TEMPERED

GLASS PANEL

FLAT POLISHED
EDGES
2' HIGH CMU WALL
2'-0"
2"3'-6"
6'-0"
3'-4"
3" SQ. POST

TUBULAR STEEL GATE

W/ SELF CLOSING

HINGES, ONE WAY
1/2" TEMPERED GLASS FENCE
1/2" TEMPERED GLASS PANEL
2"
10" STEEL KICK PLATE

DOOR HARDWARE

CARD READER

ATTACHMENT

STANCHION

ALUMINUM POST AND

FRAME, POWDER

COATED FINISH
11/11/2022
HS
MG
A1.0.1
4 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
133'-338"
29'-4"
34'-338"
30'-0"
38'-0"
4 2
4 42
5 5
4 4
4 4
1 AIR

CURTAIN
55 5
5 5
5 4
4 4
4 1
5 5
5 5
5 5
5 55
2 2
4 4
2222
4 3
2 2
2 2
3 3
3 1
2 2
2 2
2 2
2 4
4 4
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1
G1G1
G1 G1
G1
G1
G22G22
G23 G20
G21
G22G22
G19
G16
G15
G14
G17
G18
G10
G11
G4a
G9
G23
G3
G4a G3
G3
G12
G13
G1
G8
G7
G6
G5
G1
G5
G7
C1 C1
C2
C2
C2
C3
C2
D1
D2
D2
7'-4"
133'-338"
210'-938"
60'-1"
15'-718"39'-014"20'-278"15'-2"9'-358"
2'-3"
18'-5"5'-1158"
31'-1034"28'-8"12'-1078"22'-1178"4'-11"49'-378"
60'-1"31'-1034"28'-8"12'-1078"22'-1178"4'-11"49'-378"
210'-938"
7'-4"15'-718"39'-014"20'-278"15'-2"9'-358"
2'-3"
18'-5"5'-1158"

FIRST FLOOR PLAN (BANQUET)
11/11/2022
JSC
MG
A1.1.0
5 REMARKS CEILING WALLS
PAINTED GYPBD. @ 8'-0"
HEIGHT
5/8" TYPE 'X' GYP. BD.
42" H. CT/ PNTD GYP.

SUSP. ACC. TILE
BY COOLER MFGR.

FLOOR BASE

VINYL TILE

CERAMIC COVE

VINYL SHEET

QUARRY TILE
FINISH
6" VINYL

CERAMIC TILE
N/A
PNTD. GYPSUM BOARD LOCATION

CASHIER

BACK OF HOUSE

RESTROOM

WALK-IN-COOLER

CUSTOMER AREA

BEER CAVE
OFFICE
LATEX PAINTED, 3 COATS
LATEX PAINTED, 3 COATS
ENAMEL PAINTED, 3 COATS W/ TILE WAINSCT. TO 4'-0" A.F.F.

COOLER/FREEZER WALLS AND CLG. BY MFGR.

REFER SHEET FOR INTERIOR FINISHES

REFER SHEET FOR INTERIOR FINISHES

REFER SHEET FOR INTERIOR FINISHES
NOTE FOR CONTRACTOR FOR HAZARDOUS MATERIAL:

IF ANY HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING. IF SO, PROVIDE A DESCRIPTION OF THE TYPES OF HAZARDOUS MATERIALS AND THE QUANTITIES THAT WILL BE STORED OR USED. HAZARDOUS MATERIAL TYPES AND QUANTITY LIMITS ARE LISTED IN CBC TABLES 307.1(1) AND 307.1(2).

EXTERIOR WALL NOTE:

FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR

FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO.

SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACE, SUCH AS THE SPACE ABOVE A SUSPENDED CEILING. WHERE OPENINGS OCCUR IN A FIRE BARRIER, THEY SHALL COMPLY WITH SECTION 707.6.

P.H.-
TE1- INDICATES TACTILE 'EXIT' SIGN (ILLUMINATED)
TE2- INDICATES TACTILE 'EXIT ROUTE' SIGN (ILLUMINATED)
TE4- INDICATES LOW LEVEL TACTILE 'EXIT' SIGN (ILLUMINATED) TE5- INDICATES LOW LEVEL TACTILE 'EXIT ROUTE' SIGN (ILLUMINATED) FS- INDICATES FLOOR SINK. LOCATION PER PLUMBING PLANS.

INDICATES PANIC HARDWARE REQUIRED MOUNT BETWEEN
34 INCHES & 44 INCHES ABOVE THE FINISH FLOOR.

SI - STAIRWAY IDENTIFICATION TACTILE SIGN
TE3- INDICATES TACTILE 'EXIT STAIR DOWN' SIGN.
(INCLUDING LOW LEVEL SIGN) (ILLUMINATED)
FE
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TE6- INDICATES EMERGENCY/FIRE SIGNS. (IN CASE OF FIRE USE STAIRWAY FOR EXIT. DO NOT USE ELEVATOR.)(ILLUMINATED)
NOTE: EXIT SIGNS SHOULD BE ILLUMINATED AT ALL TIMES. FOR

EXTERNALLY ILLUMINATED SIGNS, TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90,MIN. IN CASE OF PRIMARY

POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM A 2ND POWER SOURCE.

RECEIVER JACKS: RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL INCLUDE A 1
8" STANDARD MONO JACK.
receiver HEARING-AID COMPATIBILITY: RECEIVERS REQUIRED TO BE HEARING-AID

COMPATIBLE SHALL INTERFACE WITH TELECOILS IN HEARING AIDS THROUGH THE PROVISION OF NECKLOOPS.

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

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

PEAK CLIPPING LEVEL: PEAK CLIPPING SHALL NOT EXCEED 18 dB OF CLIPPING RELATIVE TO THE PEAKS OF SPEECH.

NOTE:

MANUAL DOORS AND DOORWAYS AND MANUAL GATES INTENDED
FOR USER PASSAGE SHALL COMPLY AS FOLLOWS:

DOOR OPENINGS SHALL PROVIDE A CLEAR WIDTH OF 32 INCHES
MINIMUM.

FIRE BARRIER STC-56 (1 HOUR RATED)

NON-BEARING WALL
FIRE PARTITION STC 50-54 (1 HOUR RATED)

EXTERIOR WALL
INTERIOR WALL 1
2 3
4 5
PORTABLE FIRE EXTINGUISHER (2A 10BC TYPE PER RFC 906).

SHALL BE HUNG ON THE WALL WITH THE BRACKETS PROVIDED SUCH

THAT FIRE EXTINGUISHERS SHALL BE INSTALLED WITH THEIR HIGHEST OPERABLE PARTS ARE NO MORE THAN 48” ABOVE THE GROUND, WITH MINIMUM 4” OF FLOOR CLEARANCE, PER CFC 906.9. (EACH FE SHOULD BE MAX. 75'-0" AWAY FROM EACH OTHER)

MOLMAXIMUM OCCUPANT LOAD SIGN
803.1 GENERAL

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED FOR FIRE PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2, EXCEPT AS SHOWN IN SECTIONS 803.2 THROUGH 803.13. MATERIALS TESTED IN ACCORDANCE WITH SECTION 803.1.2 SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH SECTION 803.1.1.
803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84 OR UL 723. SUCH INTERIOR FINISH MATERIALS

SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED INDEXES.

CLASS A: = FLAME SPREAD INDEX 0-25; SMOKE-DEVELOPED INDEX 0-450.

CLASS B: = FLAME SPREAD INDEX 26-75; SMOKE-DEVELOPED INDEX 0-450.

CLASS C: = FLAME SPREAD INDEX 76-200; SMOKE-DEVELOPED INDEX 0-450.

EXCEPTION: MATERIALS TESTED IN ACCORDANCE WITH SECTION 803.1.2.

TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
DN
15'-1018"14'-1034"8'-278"16'-1018"8'-278"14'-818"8'-278" 3'-038"
19'-514"16'-6"
133'-338"
9'-878"50'-978"35'-1034"4'-11"49'-378" 60'-1"
8'-6"14'-818"13'-734"9'-6"16'-1018"8'-278"14'-818"8'-278"12'-4" 127'-378"
49'-378" 6'-758" 30'-318"
3'-11"
120'-734"
22'-218"
20'-778"
7'-4"
44 4 4
2 2
444
444
2 2
2 G24
G25
G25
G21
G21
G24
CR1
CR2
CR3
CR1
CR2
CR3
CR1
CR2
CR3
CR1
CR2
CR3
CR1
CR2
CR3
CR1
CR2
CR3

SECOND FLOOR PLAN (BANQUET)
11/11/2022
JSC
MG
A1.1.1
6 EXTERIOR WALL NOTE:

FIRE BARRIERS SHALL EXTEND FROM THE TOP OF THE FOUNDATION OR

FLOOR/CEILING ASSEMBLY BELOW TO THE UNDERSIDE OF THE FLOOR OR ROOF SHEATHING SLAB OR DECK ABOVE AND SHALL BE SECURELY ATTACHED THERETO.

SUCH FIRE BARRIERS SHALL BE CONTINUOUS THROUGH CONCEALED SPACE, SUCH AS THE SPACE ABOVE A SUSPENDED CEILING. WHERE OPENINGS OCCUR IN A FIRE BARRIER, THEY SHALL COMPLY WITH SECTION 707.6.

P.H.-
TE1- INDICATES TACTILE 'EXIT' SIGN (ILLUMINATED)
TE2- INDICATES TACTILE 'EXIT ROUTE' SIGN (ILLUMINATED)
TE4- INDICATES LOW LEVEL TACTILE 'EXIT' SIGN (ILLUMINATED) TE5- INDICATES LOW LEVEL TACTILE 'EXIT ROUTE' SIGN (ILLUMINATED) FS-INDICATES FLOOR SINK. LOCATION PER PLUMBING PLANS.

INDICATES PANIC HARDWARE REQUIRED MOUNT BETWEEN 34 INCHES & 44 INCHES ABOVE THE FINISH FLOOR.

SI - STAIRWAY IDENTIFICATION TACTILE SIGN
TE3- INDICATES TACTILE 'EXIT STAIR DOWN' SIGN.
(INCLUDING LOW LEVEL SIGN) (ILLUMINATED)
FE
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TE6- INDICATES EMERGENCY/FIRE SIGNS. (IN CASE OF FIRE
USE STAIRWAY FOR EXIT. DO NOT USE ELEVATOR.)(ILLUMINATED) NOTE: EXIT SIGNS SHOULD BE ILLUMINATED AT ALL TIMES. FOR EXTERNALLY

ILLUMINATED SIGNS, TO ENSURE CONTINUED ILLUMINATION FOR A DURATION OF NOT LESS THAN 90,MIN. IN CASE OF PRIMARY POWER LOSS, THE SIGN ILLUMINATION MEANS SHALL BE CONNECTED TO AN EMERGENCY POWER SYSTEM PROVIDED FROM A 2ND POWER SOURCE.

FIRE BARRIER STC-56 (1 HOUR RATED)

NON-BEARING WALL
FIRE PARTITION STC 50-54 (1 HOUR RATED)
EXTERIOR WALL (1 HOUR RATED)
INTERIOR WALL (1 HOUR RATED)1
2 3
4 5
RECEIVER JACKS: RECEIVERS REQUIRED FOR USE WITH AN ASSISTIVE LISTENING SYSTEM SHALL INCLUDE A 1 8" STANDARD MONO JACK.

RECEIVER HEARING-AID COMPATIBILITY: RECEIVERS REQUIRED TO BE HEARING-AID COMPATIBLE SHALL INTERFACE WITH TELECOILS IN HEARING AIDS THROUGH THE PROVISION OF NECKLOOPS.

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

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

PEAK CLIPPING LEVEL: PEAK CLIPPING SHALL NOT EXCEED 18 DB OF CLIPPING RELATIVE TO THE PEAKS OF SPEECH.

PORTABLE FIRE EXTINGUISHER (2A 10BC TYPE PER RFC 906).

SHALL BE HUNG ON THE WALL WITH THE BRACKETS PROVIDED SUCH THAT FIRE

EXTINGUISHERS SHALL BE INSTALLED WITH THEIR HIGHEST OPERABLE PARTS ARE NO MORE THAN 48” ABOVE THE GROUND, WITH MINIMUM 4” OF FLOOR CLEARANCE, PER CFC 906.9. (EACH FE SHOULD BE MAX. 75'-0" AWAY FROM EACH OTHER) NOTE FOR CONTRACTOR FOR HAZARDOUS MATERIAL:

IF ANY HAZARDOUS MATERIALS WILL BE STORED AND/OR USED WITHIN THE BUILDING. IF SO, PROVIDE A DESCRIPTION OF THE TYPES OF HAZARDOUS MATERIALS AND THE QUANTITIES THAT WILL BE STORED OR USED. HAZARDOUS MATERIAL TYPES AND QUANTITY LIMITS ARE LISTED IN CBC TABLES 307.1(1) AND 307.1(2).
803.1 GENERAL

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED FOR

FIRE PERFORMANCE AND SMOKE DEVELOPMENT IN ACCORDANCE WITH SECTION 803.1.1 OR 803.1.2, EXCEPT AS SHOWN IN SECTIONS 803.2 THROUGH 803.13.

MATERIALS TESTED IN ACCORDANCE WITH SECTION 803.1.2 SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH SECTION 803.1.1. 803.1.1 INTERIOR WALL AND CEILING FINISH MATERIALS

INTERIOR WALL AND CEILING FINISH MATERIALS SHALL BE CLASSIFIED IN ACCORDANCE WITH ASTM E84 OR UL 723. SUCH INTERIOR FINISH MATERIALS

SHALL BE GROUPED IN THE FOLLOWING CLASSES IN ACCORDANCE WITH THEIR FLAME SPREAD AND SMOKE-DEVELOPED INDEXES.

CLASS A: = FLAME SPREAD INDEX 0-25; SMOKE-DEVELOPED INDEX 0-450.

CLASS B: = FLAME SPREAD INDEX 26-75; SMOKE-DEVELOPED INDEX 0-450.

CLASS C: = FLAME SPREAD INDEX 76-200; SMOKE-DEVELOPED INDEX 0-450.

EXCEPTION: MATERIALS TESTED IN ACCORDANCE WITH SECTION 803.1.2.

TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
ELEV. 12'-8"
ELEV. 17'-0"
ELEV. 32'-0"
ELEV. 14'-0"
ELEV. 2'-0"
ELEV. 24'-0"
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T'
'T''T''T''T'
44'-103 8"
214'-1158"
ELEV. 12'-8"
ELEV. 17'-0"
ELEV. 32'-0"
ELEV. 14'-0"
ELEV. 2'-0"
ELEV. 24'-0"
41'-114"
162'-834"
ELEV. 12'-8"
ELEV. 17'-0"
ELEV. 32'-0"
ELEV. 14'-0"
ELEV. 2'-0"
ELEV. 24'-0"
ELEV. 44'-1"
44'-114"
166'-758"
ELEV. 12'-8"
ELEV. 17'-0"
ELEV. 32'-0"
ELEV. 14'-0"
ELEV. 2'-0"
ELEV. 24'-0"
41'-114"
215'-214"

EXTERIOR ELEVATIONS (BANQUET HALL)
11/11/2022
JSC
MG
A1.2.0
7 ¾"
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
24579101112131415161819
A
B
C
D
E
H
I
817 136
J
F
G
K
L
5'-6"27'-6"
1 A2.2.0
3 A2.2.0
4 A2.3.0

FITNESS
CENTER
ELEC.

MECHANICAL
TLT
TLT

KITCHEN
BREAK
ROOM
OPS
NTWK
TLT
BAG.

GM OFFICE
SALES
ADMIN
THE

LAUNDRY
ROOM

WELCOME
TABLE
LOBBY
LIVING
ROOM
TLTTLT
VEST.

CART
FOYER
CORR. E
PBX
BOH

CORRIDOR
CORR. C
CORR. D
BOH VEST.

GREAT
ROOM
CORR. A.1

THE PANTRY
LOBBY

CIRCULATION

LAUNDRY
ICE

STORAGE
C C C
BUFFET
FOYER

KITCHEN
ENTRY

ELEV EQUIP
ROOM
ATM
ELEV. LOBBY
ELEV. 2 ELEV. 1
ELEV. LOBBY
ELEV. 2 ELEV. 1

FRONT PORCH

CANOPY ABOVE
LINEN
CHUTE
TE1
TE4
TE4
TE1
TE4
TE4
TE1
TE1
TE4
TE1
TE4
TE2
TE5
TE1
TE4
TE1TE1
TE4
TE1
TE4
TE1
TE4
TE5
TE2 TE5
TE2
TE5
TE2
TE5
TE2
TE5
TE2
TE5
TE2
TE1
TE4
TE1
TE4
POOL
ACC.

DOUBLE QUEEN
SUITE

DOUBLE QUEEN

DOUBLE QUEEN
SUITE

DOUBLE QUEEN
SUITE

DOUBLE QUEEN
SUITE

DOUBLE QUEEN

DOUBLE QUEEN

KING WIDE
STAIR #2
UP
KING
KING
KING
KING
KING

STUDIO KING ASTUDIO KING A

STUDIO QUEEN QUEEN

ADA ONE BEDROOM
KING

STUDIO KING A STUDIO

QUEEN QUEEN

STUDIO KING A ONE BEDROOM

KING STUDIO KING A
17'-514"17'-8"17'-8"17'-8"17'-514"23'-212"17'-514"17'-8"17'-1058"9'-018"27'-6" 4'-2"
1'-478"
26'-1"31'-7"54'-034"15'-8"18'-712"22'-9"52'-1178"9'-018"60'-6" 4'-2" 296'-978"
17'-8"17'-514"8'-314"17'-934"5'-6"16'-814"9'-434"
3'-712"
19'-3"
103'-1058"
4'-112"
19'-3"
127'-318"
1'-478"
26'-1"5'-6"26'-1"17'-514"17'-8"17'-8"17'-8"17'-514"23'-212"17'-514"17'-8"17'-1058"9'-018"27'-6"6'-4"26'-8" 4'-2"
4'-2"
60'-6" 9'-018" 17'-778" 18'-112" 17'-212" 23'-212" 73'-614" 14'-934" 57'-212" 1'-478"296'-978"
3'-712"
9'-434" 16'-814" 5'-6" 17'-934" 8'-314" 17'-514" 17'-8" 9'-712" 53'40'32'-314"
127'-318"
2 A2.3.0
POOL
EQUIP.

PATIO

ELEV EQUIP
ROOM ELEV. 2 ELEV. 2 ELEV. 1

ELECTRICALFIRE RISER

DOUBLE QUEEN
1'-1178"
26'-1" 5'-6" 26'-1"
1'-478"
9'-712" 1'-1178"
19'-3"
1 A4.0.0
2 A4.0.0
4 A4.0.0
3 A4.0.0
5 A4.0.0
6 A4.0.0
8 A4.0.0
16 A4.1.0
11 A4.1.0
$
6' HIGH WALL
(4' GLASS OVER 2' CMU WALL)
REFER DETAIL #2 ON SHEET A1.0.1.

STAIR #3
TE1
TE4
UP

MEETING
ROOM
ACC.KING WIDE

HOUSE KEEPING
1'-1178"

PORTE COCHERE

FIRST FLOOR PLAN (DUAL BRAND)
SCALE:

FIRST FLOOR PLAN
3/32" = 1'-0" 1

FIRE EXTINGUISHER
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TWO WAY COMMUNICATION (TELEPHONE OUTLET WITH CAT 6)

GUEST ROOMS WITH MOBILITY FEATURES
FE

EYE WASH

1. AT LEAST TWO ACCESSIBLE MEANS OF ENTRY SHALL BE

PROVIDED FOR SWIMMING POOLS COMPLYING PER SECTION
11B-242.2.

2. AT LEAST ONE ACCESSIBLE MEANS OF ENTRY SHALL BE
PROVIDED FOR SPA COMPLYING PER SECTION 11B-242.4.

SWIMMING POOL NOTES:

1. AT FITNESS ROOM, PROVIDE CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 POSITIONED FOR TRANSFER OR FOR

USE BY AN INDIVIDUAL SEATED IN A WHEEL CHAIR AT A

MINIMUM OF ONE OF EACH TYPE OF EXERCISE MACHINE OR
EQUIPMENT PER SECTION 11B-236.1.

FITNESS ROOM NOTES:

GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL

ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF
THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE

OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE

WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS
LOCATION.

SAFETY GLAZING ADJACENT TO DOORS:

LEGEND :

NOTE :

MS - MOP SINK

1. ALL UTILITY BOXES TO BE UNDERGROUND.

GUEST ROOMS WITH COMMUNICATIONS FEATURES
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

THE BACK WALL DESIGN SHALL INCLUDE SIGNS OF BOTH BRANDS (HOLIDAY INN EXPRESS & STAYBRIDGE SUITES.)
RECEPTION BACK WALL:
$
24579101112131415161819
A
B
C
D
E
H
I
817 136
J
F
G
K
L

STUDIO KING

CUSTOMISE

STUDIO KING
ADA

STUDIO KING
ADA

STUDIO KING A

ELECTRICALSTORAGE
CORR. B

STUDIO KING A
GUEST

STORAGE

LOW ROOF

STORAGE
VEST.

GUEST

STORAGE
GUEST

STORAGE
GUEST

STORAGE
GUEST

STORAGE
ELEV. LOBBY

HOUSEKEEPING
ELEV. 2 ELEV. 1

CANOPY BELOW
RD
M1.1 M1.1

ONE BEDROOM
KING

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A
ACC. ONE

BEDROOM KING
1 A3.2.0
2 A3.2.0
2 A3.2.0
3 A3.2.0 LINEN
CHUTE
IDF
FE FE
RD
KING

ONE BEDROOM
KING

STUDIO KING A
KING
SUITE

STUDIO KING A

STUDIO KING A

STUDIO KING A

STUDIO KING A
KING
KING
KING

DOUBLE QUEEN
SUITE
ACC.

DOUBLE QUEEN

DOUBLE QUEEN
SUITE

DOUBLE QUEEN
KING

STUDIO QUEEN
QUEEN

STUDIO KING A

DOUBLE QUEEN

DOUBLE QUEEN
STAIR #2
UP
DN

ELECTRICAL
ELEV. 2 ELEV. 1

DOUBLE QUEEN
ACC.

KING
SUITE

HOUSEKEEPING

LOW ROOF

LOW ROOF

KING WIDE
17'-514"17'-8"17'-8"17'-8"17'-514"23'-212"17'-514"17'-8"17'-1058"9'-018"27'-6"27'-6" 4'-2"
1'-478"
26'-1"31'-7"23'-212"52'-1178"9'-018"60'-6"
4'-2"
1'-1178"9'-712"17'-8"17'-514"8'-314"5'-6"16'-814"
3'-712"
19'-3"
54'-1178"40'32'-314"
127'-318"
17'-8"17'-514"8'-314"5'-6"9'-434"
3'-712"
62'-434"43'-712"
127'-318"
4'-2"
27'-6" 5'-6" 27'-6" 9'-018" 17'-1058" 17'-8" 17'-514" 23'-212" 17'-514" 17'-8" 17'-8" 17'-8" 17'-514" 26'-1" 5'-6" 26'-1" 1'-478"60'-6" 9'-018" 17'-1034" 17'-8" 17'-514" 23'-212" 69'-514" 4'-1"
14'-934" 58'-738"
296'-978"
19'-3"
19'-3"
13'-9"13'-2"13'-2"12'-11"
53'
17'-934"16'-814"
87'-1012"
17'-934"9'-434"
5'-6" 26'-1" 5'-6" 26'-1"
1'-478"
296'-978"
4'-2"
3 A4.0.0
7 A4.0.0
9 A4.1.0
12 A4.1.0
10 A4.1.0
14 A4.1.0
15 A4.1.0
STAIR #1

STORAGE
9'-712" 1'-1178"
1'-1178"
ICE &
WATER

LOW ROOF

SECOND FLOOR PLAN (DUAL BRAND)
SCALE:

SECOND FLOOR PLAN
3/32" = 1'-0" 1

FIRE EXTINGUISHER
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TWO WAY COMMUNICATION (TELEPHONE OUTLET WITH CAT 6)

GUEST ROOMS WITH MOBILITY FEATURES

EYE WASH

1. AT LEAST TWO ACCESSIBLE MEANS OF ENTRY SHALL BE

PROVIDED FOR SWIMMING POOLS COMPLYING PER SECTION
11B-242.2.

2. AT LEAST ONE ACCESSIBLE MEANS OF ENTRY SHALL BE
PROVIDED FOR SPA COMPLYING PER SECTION 11B-242.4.

SWIMMING POOL NOTES:

1. AT FITNESS ROOM, PROVIDE CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 POSITIONED FOR TRANSFER OR FOR

USE BY AN INDIVIDUAL SEATED IN A WHEEL CHAIR AT A

MINIMUM OF ONE OF EACH TYPE OF EXERCISE MACHINE OR
EQUIPMENT PER SECTION 11B-236.1.

FITNESS ROOM NOTES:

GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL

ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF
THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE

OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE

WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS
LOCATION.

SAFETY GLAZING ADJACENT TO DOORS:

LEGEND :

NOTE :

MS - MOP SINK

1. ALL UTILITY BOXES TO BE UNDERGROUND.

GUEST ROOMS WITH COMMUNICATIONS FEATURES
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
24579101112131415161819
A
B
C
D
E
H
I
817 136
J
F
G
K
L

STUDIO KING

CUSTOMISE

STUDIO KING
ADA

STUDIO KING A

ELECTRICALSTORAGE
CORR. B

STUDIO KING A
GUEST

STORAGE STORAGE
VEST.

GUEST

STORAGE
GUEST

STORAGE
GUEST

STORAGE
GUEST

STORAGE
ELEV. LOBBY

HOUSEKEEPING
ELEV. 2 ELEV. 1

ONE BEDROOM
KING

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A
1 A2.2.0
2 A2.3.0
3 A2.2.0
4 A2.3.0 LINEN
CHUTE
IDF
TE2
TE5
FE FE
KING

ONE BEDROOM
KING

STUDIO KING A
KING
SUITE

STUDIO KING A

STUDIO KING A

STUDIO KING A

STUDIO KING A
KING
KING
KING

DOUBLE QUEEN
SUITE

DOUBLE QUEEN
SUITE

DOUBLE QUEEN
KING

STUDIO QUEEN
QUEEN

STUDIO KING A

DOUBLE QUEEN

DOUBLE QUEEN
STAIR #2
UP
DN

ELECTRICAL
ELEV. 2 ELEV. 1

DOUBLE QUEEN

HOUSEKEEPING
ACC. KING

STUDIO KING

CUSTOMISE

STUDIO KING A

HOUSE KEEPING
17'-514"17'-8"17'-8"17'-8"17'-514"23'-212"17'-514"17'-8"17'-1058"9'-018"27'-6"27'-6" 4'-2"
1'-478"
26'-1"31'-7"23'-212"52'-1178"9'-018"60'-6"
4'-2"
1'-1178"9'-712"17'-8"17'-514"8'-314"5'-6"16'-814"
3'-712"
19'-3"
54'-1178"40'32'-314"
127'-318"
17'-8"17'-514"8'-314"5'-6"9'-434"
3'-712"
64'-458"43'-712"
127'-318"
4'-2"
27'-6" 5'-6" 27'-6" 9'-018" 17'-1058" 17'-8" 17'-514" 23'-212" 17'-514" 17'-8" 17'-8" 17'-8" 17'-514" 26'-1" 5'-6" 26'-1" 1'-478"60'-6" 9'-018" 17'-1034" 17'-8" 17'-514" 23'-212" 69'-514" 4'-1"
14'-934" 58'-738"
296'-978"
19'-3"
19'-3"
13'-9"13'-2"13'-2"12'-11"
53'
17'-934"16'-814"
87'-1012"
17'-934"9'-434"
5'-6" 26'-1" 5'-6" 26'-1"
1'-478"
296'-978"
4'-2"
13 A4.1.0

DOUBLE QUEEN
SUITE
KING
SUITE
HOUSE KEEPINGSTAIR 1
FE
UP
DN

STORAGE
9'-712"
1'-1178"
ICE &
WATER

THIRD & FOURTH FLOOR PLAN (DUAL BRAND)
SCALE: 1

FIRE EXTINGUISHER
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TWO WAY COMMUNICATION (TELEPHONE OUTLET WITH CAT 6)

GUEST ROOMS WITH MOBILITY FEATURES

EYE WASH

1. AT LEAST TWO ACCESSIBLE MEANS OF ENTRY SHALL BE

PROVIDED FOR SWIMMING POOLS COMPLYING PER SECTION
11B-242.2.

2. AT LEAST ONE ACCESSIBLE MEANS OF ENTRY SHALL BE
PROVIDED FOR SPA COMPLYING PER SECTION 11B-242.4.

SWIMMING POOL NOTES:

1. AT FITNESS ROOM, PROVIDE CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 POSITIONED FOR TRANSFER OR FOR

USE BY AN INDIVIDUAL SEATED IN A WHEEL CHAIR AT A

MINIMUM OF ONE OF EACH TYPE OF EXERCISE MACHINE OR
EQUIPMENT PER SECTION 11B-236.1.

FITNESS ROOM NOTES:

GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL

ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF
THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE

OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE

WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS
LOCATION.

SAFETY GLAZING ADJACENT TO DOORS:

LEGEND :

NOTE :

MS - MOP SINK

1. ALL UTILITY BOXES TO BE UNDERGROUND.

GUEST ROOMS WITH COMMUNICATIONS FEATURES
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

THIRD & FOURTH FLOOR PLAN (DUAL BRAND)
3/32" = 1'-0"
24579101112131415161819
A
B
C
D
E
H
I
817 136
J
F
G
K
L

STUDIO KING

CUSTOMISE

STUDIO KING
ADA

STUDIO KING A

ELECTRICALSTORAGE
CORR. B

STUDIO KING A
GUEST

STORAGE STORAGE
VEST.

GUEST

STORAGE
GUEST

STORAGE
GUEST

STORAGE
GUEST

STORAGE
ELEV. LOBBY

HOUSEKEEPING
ELEV. 2 ELEV. 1

ONE BEDROOM
KING

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A STUDIO KING A STUDIO KING A STUDIO KING A

STUDIO KING A
1 A2.2.0
2 A2.3.0
3 A2.2.0
4 A2.3.0 LINEN
CHUTE
IDF
FE FE
KING

ONE BEDROOM
KING

STUDIO KING A
KING
SUITE

STUDIO KING A

STUDIO KING A

STUDIO KING A

STUDIO KING A
KING
KING
KING

DOUBLE QUEEN
SUITE

DOUBLE QUEEN
SUITE

DOUBLE QUEEN
KING

STUDIO QUEEN
QUEEN

STUDIO KING A

DOUBLE QUEEN

DOUBLE QUEEN
STAIR #2
DN
17'-514"17'-8"17'-8"17'-8"17'-514"23'-212"17'-514"17'-8"17'-1058"9'-018"27'-6"27'-6" 4'-2"
1'-478"
26'-1"31'-7"23'-212"52'-1178"9'-018"60'-6"
4'-2"
9'-712"17'-8"17'-514"8'-314"5'-6"16'-814"
3'-712"
19'-3"
54'-1178"40'32'-314"
127'-318"
17'-8"17'-514"8'-314"5'-6"9'-434"
3'-712"
64'-458"43'-712" 127'-318"
4'-2"
27'-6" 5'-6" 27'-6" 9'-018" 17'-1058" 17'-8" 17'-514" 23'-212" 17'-514" 17'-8" 17'-8" 17'-8" 17'-514" 26'-1" 5'-6" 26'-1" 1'-478"60'-6" 9'-018" 17'-1034" 17'-8" 17'-514" 23'-212" 69'-514" 4'-1"
14'-934" 58'-738"
296'-978"
19'-3"
19'-3"
13'-9"13'-2"13'-2"12'-11"
53'
17'-934"16'-814"
87'-1012"
17'-934"9'-434"
5'-6"

ELECTRICAL
ELEV. 2 ELEV. 1

DOUBLE QUEEN

HOUSEKEEPING
ACC. KING

STUDIO KING

CUSTOMISE

STUDIO KING A
26'-1" 5'-6" 26'-1"
1'-478"
296'-978"
1'-1178"
4'-2"
KING
SUITE

DOUBLE QUEEN
SUITE
STAIR 1
FE
TE2
TE5Ω
27'-6"

HOUSE KEEPING

STORAGE
DN
9'-712"
1'-1178"
ICE &
WATER

FIFTH FLOOR PLAN (DUAL BRAND)
SCALE:

FIFTH FLOOR PLAN
3/32" = 1'-0" 1

FIRE EXTINGUISHER
PROVIDE STAND PIPE PER CBC SEC SECTION 905.1 PER
FIRE DEPT. APPROVAL
TWO WAY COMMUNICATION (TELEPHONE OUTLET WITH CAT 6)

GUEST ROOMS WITH MOBILITY FEATURES

EYE WASH

1. AT LEAST TWO ACCESSIBLE MEANS OF ENTRY SHALL BE

PROVIDED FOR SWIMMING POOLS COMPLYING PER SECTION
11B-242.2.

2. AT LEAST ONE ACCESSIBLE MEANS OF ENTRY SHALL BE
PROVIDED FOR SPA COMPLYING PER SECTION 11B-242.4.

SWIMMING POOL NOTES:

1. AT FITNESS ROOM, PROVIDE CLEAR FLOOR SPACE COMPLYING WITH SECTION 11B-305 POSITIONED FOR TRANSFER OR FOR

USE BY AN INDIVIDUAL SEATED IN A WHEEL CHAIR AT A

MINIMUM OF ONE OF EACH TYPE OF EXERCISE MACHINE OR
EQUIPMENT PER SECTION 11B-236.1.

FITNESS ROOM NOTES:

GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL

ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE OF
THE GLAZING IS WITHIN A 24" ARC OF EITHER VERTICAL EDGE

OF THE DOOR IN A CLOSED POSITION AND WHERE THE BOTTOM
EXPOSED EDGE OF THE GLAZING IS LESS THAN 18" ABOVE THE

WALKING SURFACE SHALL BE CONSIDERED A HAZARDOUS
LOCATION.

SAFETY GLAZING ADJACENT TO DOORS:

LEGEND :

NOTE :

MS - MOP SINK

1. ALL UTILITY BOXES TO BE UNDERGROUND.

GUEST ROOMS WITH COMMUNICATIONS FEATURES
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
D EA8.11
D1
A

8.11 B2 B2 B3B3 B1B3B2

5.35 8.1
B2B2B2 CF B3 B3 B3 B2B2B2B2 B2E B1B1B1B1B1B3B3
E
B2 CF
4646
CB1
B2B2
B3B3
C

5.35 A
A

8.11 8.8 8.1
45 5.35
D

8.10 8.11
B3
B3
B2 B2 B1
B1 10.5 D
C
E E
B1
B1
46 1ST FLOOR
2ND FLOOR
4TH FLOOR
5TH FLOOR
ROOF

T/ PARAPET

T/ TOWER
65' - 7"
3RD FLOOR
14'-0"
24'-6"
35'-4"
46'-0"
56'-8"
61'-7"
SCALE: 3/32" = 1'-0"1

EXTERIOR ELEVATION - FRONT
SCALE: 3/32" = 1'-0"3

EXTERIOR ELEVATION - LEFT
11/11/2022
HS
MG
A2.2.0
12 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 18
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

KEYNOTES

5.35CANOPY

8.1ALUMINUM STOREFRONT

8.4ALUMINUM WINDOW.

8.7ARCHITECTURAL LOUVER.

8.8MECHANICAL LOUVER.

8.9SLIDING ENTRY DOORS.

8.10VENT FOR WATER HEATER.

8.11LAUNDRY EXHAUST.

10.5SIGNAGE, REFER TO SIGNAGE PACKAGE.

COORDINATE SIZING AND LOCATION
REQUIREMENTS WITH BRAND.
45NO STONE ACCENTS AROUND WINDOWS.
46ROOF MOUNTED MECHANICAL UNITS
49WALL SCONCE
¾””
’

D EA8.11
D1
A

8.11 B2 B2 B3B3 B1B3B2

5.35 8.1
B2B2B2 CF B3 B3 B3 B2B2B2B2 B2E B1B1B1B1B1B3B3
E
B2 CF
4646
CB1
B2B2
B3B3
C

5.35 A
A

8.11 8.8 8.1
45 5.35
D

8.10 8.11
B3
B3
B2 B2 B1
B1 10.5 D
C
E E
B1
B1
46 1ST FLOOR
2ND FLOOR
4TH FLOOR
5TH FLOOR
ROOF

T/ PARAPET

T/ TOWER
65' - 7"
3RD FLOOR
14'-0"
24'-6"
35'-4"
46'-0"
56'-8"
61'-7"
SCALE: 3/32" = 1'-0"1

EXTERIOR ELEVATION - FRONT
SCALE: 3/32" = 1'-0"3

EXTERIOR ELEVATION - LEFT
11/11/2022
HS
MG
A2.2.0
12 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

KEYNOTES

5.35CANOPY

8.1ALUMINUM STOREFRONT

8.4ALUMINUM WINDOW.

8.7ARCHITECTURAL LOUVER.

8.8MECHANICAL LOUVER.

8.9SLIDING ENTRY DOORS.

8.10VENT FOR WATER HEATER.

8.11LAUNDRY EXHAUST.

10.5SIGNAGE, REFER TO SIGNAGE PACKAGE.

COORDINATE SIZING AND LOCATION
REQUIREMENTS WITH BRAND.
45NO STONE ACCENTS AROUND WINDOWS.
46ROOF MOUNTED MECHANICAL UNITS
49WALL SCONCE
¾””
’

7'-9
14"18'-8
78"
7'-10
58"7'-0"7'-0"13'-3
14"27'-9"
5'-6
12"4'-6
34"7'-0"45'-9
34"
62'-11"
3'-8"
24'-7
78"
3'-8"3'-8"
25'-0
78"
3'-8"
22'-5
18"29'-9
14"6'-5
58"20'-9
34"
24'-5" 25'-5
34" 24'-3
14" 5'-3
58"
3'-8" 15'-0
18" 3'-8
14" 4'-5
14" 3'-8
14" 13'-2
12" 3'-8
14" 6'-3
14" 3'-8
14" 19'-11
38" 3'-8"
79'-5
34"
35'-11
78"16'-11
58"
3'-8"37'-10"
3'-8"3'-8"
28'-5
58"3'-8"
79'-5
34"
35'-4"13'-7
34"10'-0"
3'-11
18"
3'-8"
25'-2
78"
3'-8"3'-8"
24'-7
58"
3'-8"
62'-11"
FLOOR PLAN (RESTAURANT 3)
SCALE:- 3/16" = 1'-0"
FLOOR PLAN - (RESTAURANT 3)
11/11/2022
HS
MG
A4.1.0
14 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
1 ELEV. 0'-0"
ELEV. 32'-10"
ELEV. 8'-0"
B B
G
G
G
A
BBBB
I
DC 2
A
33'-1"
80'-1112"
G
ELEV. 0'-0"
ELEV. 32'-10"
ELEV. 8'-0"
I
A
G
I
1 B
G
A
I
B
32'-10"
80'-1112"
ELEV. 8'-0"
ELEV. 0'-0"
ELEV. 25'-7"
ELEV. 32'-10"
BBBB
I
D
C
2 G G
A A
64'-5"
32'-10"
ELEV. 8'-0"
ELEV. 0'-0"
ELEV. 25'-7"
ELEV. 32'-10"
BBBB
AA
GG
I
DC2
64'-5"
33'-1"
LEGENDS:(STUCCO COLORS BY SHERWIN WILLIAMS)
ASTUCCO: (DB), COLOR: VIRTUAL TAUPE SW7039

BSTONE CLADDING, LEDGESTONE SOUTHWEST BLEND

CSHT-MTL-WH
DSTUCCO: (WH), ALABASTER SW7008
GSTUCCO: (LS), COLOR: ACCESSIBLE BEIGE SW7036
IASPHALT SHINGLE TIMBERLINE 30,GAF

MATERIALS CORP-BARKWOOD
EXTERIOR ELEVATIONS (RESTAURANT 3)
11/11/2022
HS
MG
A4.2.0
15 LEFT ELEVATION (RESTAURANT 3)
SCALE:- 1/8" = 1'-0"
RIGHT ELEVATION (RESTAURANT 3)
SCALE:- 1/8" = 1'-0"
FRONT ELEVATION (RESTAURANT 3)
SCALE:- 1/8" = 1'-0"
REAR ELEVATION (RESTAURANT 3)
SCALE:- 1/8" = 1'-0"

ABBREVATIONS
HM :- HOLLOW METAL
DR :- DOOR
FR :- FRAME
12 3 4
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
3D VIEW- DUAL BRAND
11/11/2022
HS
MG
A6.0.0
16 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

3D VIEW- DUAL BRAND
11/11/2022
HS
MG
A6.1.0
17 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

3D VIEW- BANQUET HALL
12/13/2022
HS
MG
A6.2.0
18 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

3D VIEW- RESTAURANT-3
12/13/2022
HS
MG
A6.3.0
19 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

AERIAL VIEW
12/13/2022
HS
MG
A6.4.0
20 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 20
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 11
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
29673
5046

COLORED FIRST FLOOR PLAN (BANQUET)
11/11/2022
JSC
MG
A1.1.0A
2 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 11
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

COLORED SECOND FLOOR PLAN (BANQUET)
11/11/2022
JSC
MG
A1.1.1A
3 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 11
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

COLORED EXTERIOR ELEVATIONS (BANQUET)
11/11/2022
JSC
MG
A1.2.0A
4 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 11
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
FRONT ELEVATION(SOUTH) 1
REAR ELEVATION(NORTH)2

COLORED EXTERIOR ELEVATIONS (BANQUET)
11/11/2022
JSC
MG
A1.2.0B
5 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 11
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
LEFT ELEVATION(WEST)3
RIGHT ELEVATION(EAST)4
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 11
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 11
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 11
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 11
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
COLORED FLOOR PLAN - (RESTAURANT 3)
11/11/2022
HS
MG
A4.1.0A
10 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 11
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA

COLORED EXTERIOR ELEVATIONS (RESTAURANT 3)
11/11/2022
HS
MG
A4.2.0A
11 TITLE

PROJECT
DWG. BY:

DATE:

JOB :

SHEET
REVISIONS:

CHK. BY:

Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
Phone: (702) 396-5113, Fax: (702)446-8155
Folsom, CA 95630
1024 Iron Point Road, Suite 1046
OF 11
19-03

FONTANA SQUARE
NWC CITRUS & SO. HIGHLAND AVE,

FONTANA, CALIFORNIA
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD
PHONE
NORTH

PROJECT
”
PATIO
POOL
FF=1504.50
FF=1506.00
FF=1506.75
FF=1507.40
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD

PROJECT
FFE=1504.50

PROPOSED

BANQUET HALL
FFE=1506.00

STAY BRIDGE SUITE/

HOLIDAY INN EXPRESS
184 ROOM 5 STORY
FFE=1506.75
RESTAURANT-3
FFE=1506.00

STAY BRIDGE SUITE/

HOLIDAY INN EXPRESS
184 ROOM 5 STORY
FFE=1504.50
RESTAURANT-3
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD
FF=1504.50
FF=1506.00
FF=1506.75
FF=1507.40
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD

PROJECT

Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD

Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD
Phone: (702) 396-5113, Fax: (702)446-8155
Land Planning Civil Engineering Architectural Design Structural Engineering ACE Design LLCACE Design LLC
FOLSOM, CA 95630
1024 IRON POINT ROAD

PROJECT
(1505)
Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039
NWC Citrus & So. Hightland Ave.

Fontana, CA.

SHEET INDEX

FONTANA SQUARE
NEW LANDSCAPE CONSTRUCTION PLANS FOR:

SITE MAP
Important Notice - Underground Service Alert
Section 4216/4217 of the Government Code requires a
Dig Alert Identification Number be issued before a "Permit to Excavate" will be valid. For your Dig Alert Identification Number call Underground Service Alert.

TOLL FREE at 1-800-227-2600 two working days before
you dig.

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 be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional.

SHEET
NO.

SHEET DESCRIPTION
L1.0

TITLE SHEET
L2.0

HARDSCAPE PLAN
L3.0

LANDSCAPE PLAN
L3.1

LANDSCAPE PLAN
L3.2

LANDSCAPE PLAN
L3.3

LANDSCAPE DETAILS
L4.0

IRRIGATION PLAN
L4.1

IRRIGATION PLAN
L4.2

IRRIGATION PLAN
L4.3

IRRIGATION DETAILS
L5.0

LIGHTING PLAN
L5.1

LIGHTING PLAN
L5.2

LIGHTING PLAN
NWC Citrus & So. Hightland Ave.

Fontana, CA.

TITLE SHEET
L 1.0
N

PROJECT

REVISED
1 2
3 4
5 GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES

PROJECTO LOCATION

PROJECT INFORMATION
SCOPE OF WORK:

Installation of Irrigation, Plant Material and
Landscape Lighting
LEGAL ADDRESS:

NWC Citrus & So. Hightland Ave.

Fontana, CA.

PARCEL NUMBER A.P.N.
0228-301-01, 0228-301-02,
0228-301-03, 0228-301-04,
0228-301-05, 0228-301-06,
0228-301-07, 0228-301-08,
0228-301-20, 0228-301-21,
0228-301-22, 0228-301-23,
0228-301-33, 0228-301-34,
0228-301-35, 0228-301-36,
0228-301-37, 0228-301-38,
0228-301-39, 228-301-40,
0228-301-41, 228-301-42,
0228-301-43, 228-301-44,
0228-301-45, 228-301-46,
0228-301-47, 228-301-48,
0228-301-49, 228-301-51
AND 0228-301-52
DESIGNER:

HOURS OF CONSTRUCTION
October 1st through April 30th:

Monday - Friday: 7:00AM to 5:30PM
Saturday: 8:00AM - 5:00PM
Sunday: None
Government Code Holidays: None
No person doing or causing work prohibited by Subsection A of this section, after being informed orally or in writing that the work has caused noise or sounds which disturb any other person's peace and quiet, shall fail, refuse or neglect to take whatever steps or use whatever means are necessary to assure that the work does not again disturb the other person's peace and quiet.

May 1st through September 30th:

Monday - Friday: 6:00AM to 7:00PM
Saturday: 8:00AM - 5:00PM
Sunday: None
Government Code Holidays: None
PROJECT DESCRIPTION:

HOTEL

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

HARDSCAPE PLAN

REVISED
1 2
3 4
5 L 2.0
S. HIGHLAND AVE

LANDSCAPING

LANDSCAPING

WALKWAYS
00 40'
160'
80'
N
SCALE: 1" = 40'-0"

LANDSCAPING

LANDSCAPING

LANDSCAPING

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS

WALKWAYS
JACARANDA AVE.

TOKAY AVE

ILLUMINATED MONUMENT
SIGNAGE (35' HIGH) MIN. APP SQ.FT.

OF SEASONAL COLOR AT

BASE OF SIGN

ILLUMINATED MONUMENT
SIGNAGE (35' HIGH) MIN. APP SQ.FT.

OF SEASONAL COLOR AT

BASE OF SIGN
CHERIMOYA AVE.

IN-N-OUT
GROSS AREA 3,885 SQ.FT.
74 INDOOR SEATS

LOADING
RESTAURANT - 3

GROSS AREA
5,000 SQ.FT.

SEATING AREA
3,750 SQ.FT

PROPOSED PROTERTY LINE

PROPOSED PROTERTY LINE

STAYBRIDGE SUITES
184 ROOMS 5 STORY
TOP OF PARAPET 64' - 6"

LANDSCAPING
6' HIGH

CMU WALL

GATES EQUIPPED WITH THE

COUNTY FIRE KNOX BOX

SYSTEM FOR FIRE ACCESS

LANDSCAPING

LANDSCAPING

LANDSCAPING

LANDSCAPING
AREA = 113,497
SQ.FT.

2.60 AC

PROPOSED PROTERTY LINE
6' HIGH

CMU WALL

ALL TRASH ENCLUSURES

SHAL BE REVIEWED BY

BURRTEC

OUTDOOR POOL

PROPOSED

BANQUET HALL

BUILDING FOOTPRINT
28000 SQ.FT.
30'-0" HIGH
AREA = 71918 SQ.FT.

1.65 AC

LANDSCAPING

LANDSCAPING

LANDSCAPING

LANDSCAPING

LANDSCAPING
ROUTE 210

CATAWBA AVE
6' HIGH

CMU WALL

LOADING

LOADING

LOADING

REFER TO PLANS BY
MSL ENGINEERING, INC.

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LANDSCAPE PLAN

REVISED
1 2
3 4
5 L3.0
N
L3.1
L3.0
L3.1
L3.0
00 20'
80'
40'
SCALE: 1" = 20'-0"

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LANDSCAPE PLAN

REVISED
1 2
3 4
5 L3.1
N
L3.1
L3.0
L3.1
L3.0
00 20'
80'
40'
SCALE: 1" = 20'-0"
L3.2
L3.1
L3.2
L3.1

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LANDSCAPE PLAN

REVISED
1 2
3 4
5 L3.2

PLANT LEGEND
TREES
SYM.

NAME
WATER
NEEDS
SIZE
QTY

COMMENTS
PLANT
FACTOR

QUERCUS AGRIFOLIA

COAST LIVE OAK
24" BOX
16 .20

QUERCUS ILEX

HOLLY OAK
4 .20

PLATANUS MEXICANA

MEXICAN SYCAMORE
23 .50
SHRUBS
SYM.

NAME
WATER
NEEDS
SIZE
QTY

COMMENTS
PLANT
FACTOR
Lavandula Spp.

Contractor to select
5 gal
191
.20
Physocarpus Capitatus
Western Nine Bark
5 gal
Satureja Douglasii
Yerba Buena
5 gal
78 Standard
Ceanothus Thyrsiflorus
Wild Lilac
5 gal
53 Salvia Coahuilensis
Coahuila Sage
5 gal
230
N
L3.2
L3.1
L3.2
L3.1
00 20'
80'
40'
SCALE: 1" = 20'-0"
24" BOX
24" BOX

PISTACIA CHINENSIS

STOCKTON CHINESE PISTACHE
15 GAL

RHUS LANCEA

AFRICAN SUMAC
8 .20
15 GAL

PYRUS CALLERUANA

BRADFORD PEAR
8 .50
15 GAL
Standard
Standard
Standard
Standard
Standard
.50
27 Sidalcea Malviflora
Checkerbloom
5 gal
81 .50
Sedum Species
Stonecrop
1 gal
48 Heteromeles Arbutifolia
Toyon (shrub in bio retention)
1 gal
17 Berberis Nevinii
Nevin Mahonia
1 gal
8 .20
29 LOW
LOW
MOD
MOD
LOW
MOD
MOD
LOW
LOW
LOW
LOW
MOD
LOW
LOW
LOW
.20
.20
.20
.20
.20
.20
NOTES
FORNEW PLANTING AREAS PROVIDE 4 CUBIC YARDS OF NITROLIZED WOOD SHAVINGS 20# OF 16-6-8 FERTILIZER PER 1,000 SQ.FT. OF PLANTING AREA. ROTOTILL INTO TOP 6 INCHES.

STAKE EACH TREE WITH 2-2" DIAMETER X 10' TREE STAKES TIED IN TWO (2) PLACES WITH CINCH TIES.

CONTRCTOR SHALL GUARANTEE ALL PLANT MATERIAL FOR (1) YEAR FROM DATE OF OWNER'S ACCEPTANCE.

PROVIDE 3" LAYER OF SHREDDED BARK AS TOP DRESSING FOR ALL PLANTER AREAS.

SIGN STANDARD TO BE LOCATED 12" BACK OF CURB WITH A 7FT. VERTICAL CLEARANCE FROM SURFACE OF SIDEWALK.

IN AREAS WHERE SIDEWALK ARE 5FT. OR LESS IN WIDTH, SIGN STANDARDS SHALL BE LOCATED 12" BEHIND SIDEWALK.

SIGN STANDARDS SHALL BE PLACED 150 FT. O.C. FOR LENGHT OF FIRE LANE WITH A MINIMUM OF TWO (2) PER BLOCK.

SIGN SHALL BE R26F (CA). 2 SIDED SIGN.

SIGN BRACKET SHALL BE A "HAWKINS' SET SCREW TYPE L-BRACKET (CAT. # M2G - 2LBS.).

SIGN BRACKET AND SIGN SHALL BE INSTALLED PARALLEL TO THE DIRECTION OF TRAFFIC FLOW. "FIRE LANE" SHALL BE STENCILED IN WHITE PAINT 25' INERVALS ALONG FACE OF RED CURB.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

11. REFER TO LANDSCAPE PLANS

BY MSL ENGINEERING

REFER TO LANDSCAPE PLANS

BY MSL ENGINEERING

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LANDSCAPE DETAILS

REVISED
1 2
3 4
5 L3.3

PALM TREE PLANTING NOTES

1. PALMS SHALL BE PLANTED USING ESTABLISHED PLANTING PROCEDURES NOTED ON PLANTING DETAILS.

2. PALM TREE ROOT BALLS SHALL BE TRIMMED OR CUT TO ENSURE RECOVERY FROM TRANSPLANTING SHOCK.

3. PALM TREES MUST BE IN A HEALTHY CONDITION AT TIME OF DELIVERY. PALM TREES DETERMINED UNHEALTHY

OR DAMAGED AT TIME OF DELIVERY OR INTALLATION SHALL BE REJECTED BY CONTRACTOR AND REPLACED BY SUBCONTRACTOR AT HIS EXPENSE.

4. ALL PALMS SHALL BE CLEANED OF ECESSIVE DEAD AND RAGGED FRONDS OR FROND STUBBLE. CUT FRONDS SHOULD BE CUT TO A MAXIMUM LENGHT OF 6".

5. CALLED OUT HEIGHTS OF PALMS SHALL BE THE HEIGHT FROM TOP OF ROOT BALL TO BOTTOM OF LIVE FRONDS.

6. PALM TREES TO BE PROPERLY WATERED IN A SOIL PROPERLY TAMPED AROUND THE ROOT BALL WHEN PLANTING.

DO NOT LEAVE ANY VOIDS OF SOIL AROUND ROOT BALLS.

7. PALM TREES SHALL BE PLANTED VERTICALLY, UNLESS NOTED ON THE PLAN.

8. TRUNKS SHOULD BE ROUGHT WITH FRONDS BASES STILL SECURELY ATTACHED.

9. TRUNKS MAY NOT BE TOTALLY SKINNED UNLESS NOTED ON PLAN.

10. TRUNK BASES MAY BE SKINNED TO A MAXIMUM HEIGHT OF 3'-4" (TALLER PALM 6'-0").

11. SKINNED AREAS ABOVE THE 6'-0" MARK WILL BE ACCEPTED, AT THE DIRECTION OF THE LANDSCAPE DESIGNER.

12. CARE SHOULD BE EXERCISED IN THE CABLING DURING TRANSPORT AND PLANTING SO AS NOT TO DAMAGE BARK.

13. SEVERE CRACKING OR HOLED IN THE BASAL TRUNK AREA WILL BOT BE ACCEPTABLE.

14. ONE INITIAL WATERING WILL BE PERFORMED BY SUBCONTRACTOR. BASIN WILL BE LEFT ON EACH PALM SO SUBSEQUENT WATERING CAN BE PERFORMED BY OTHERS. BASIN TO BE REMOVED DURING FINISH GRADING.

15. SUBCONTRACTOR TO UNTIE FROND TOPS (60) DAYS AFTER PLANTING.

16. PALM TREES SHALL BE PLANTED A MINIMUM OF 18" AWAY FROM BUILDING EAVES.

17. IT IS RECOMMENDED THAT ANY PALM TREE PLANTED WITHIN 5'-0" OF ANY WALKWAY, WALL, OR STRUCTURE BE PLANTED WITH DEEP ROOT BARRIER TO A DEPTH OF 2'-0" MINIMUM.

18. WASHINGTONIA ROBUSTA TRUNKS ARE TO HAVE A MINIMUM DIAMETER OF 14" MEASURED 4'-0" HIGH.

19. NO PALM TREE SHALL BE OUT OF THE ORIGINAL GROUND FOR MORE THAN (48) HOURS PRIOR TO PLANTING.

PLANTING NOTES

1. BEFORE ANY PLANTS ARE PLANTED, ALL PLANTING AREAS MUST BE GRADED IN AN ACCEPTABLE MANNER TO ASSURE POSITIVE DRAINAGE PER THE DRADING NOTES.

2. WHERE CIRCUMSTANCES PERMIT, TREES TO BE PLANTED NO CLOSER THAN 18" TO AN EDGE OF HARDSCAPE.

3. REMOVE ALL STAKES FROM VINES.

4. PLANTING MATERIAL THAT IS ACCILMATED TO THE COACHELLA VALLEY MUST BE USED WHENEVER POSSIBLE.

5. WHEN TYING VINES OR ESPALIERS, WIRES SHOULD BE SPACED AS FOLLOWS:
1ST (2) AT 1'-6" APART FROM FINISHED GRADE, THE NEXT (3) AT 1'-0" APART TO MAKE THE TOOP WIRE AT 6'-0" ABOVE FINISHED GRADE. WIRES SHOULD BE A MINIMUM OF 8'-0" LONG CENTERE ON PLANTS. WHEN VINE OR SPALIERS ARE CLOSER THAN 10'-0" APART, USE A CONTINUOUS WIRE BETWEEN BOTH PLANTS..

6. PLANT MATERIAL LISTED ON LEGEND MAY OR MAY NOT HAVE BEEN APPROVED BY THE AGRICULTURAL COMMISSIONER'S OFFICE. LANDSCAPE CONTRATOR TO CONTACT THE DEVELOPER FOR STATUS OF AGRUCULTURAL COMISSIONER'S APPROVAL OR DENIAL. PLANT MATIERIAL NOT CONFORMING WITH QUARANTINE LAWS MAY BE DETROYED AND CIVIL ACTION TAKEN. ALL PLANT MATERIAL IS SUBJECT TO INSPECTION AT THE DISCRETION OF THE AGRICULTURAL COMMISSIONER'S OFFICE. ALL PLANT MATERIAL MUST BE FREE RED SCALE (AONIDIELLA AURANTII).

7. NO SHRUBS ARE TO BE PLANTED WITHIN 18" OF HARDSCAPE, MEASURED FROM CENTER OF SHRUB.

DEEP ROOT BARRIER APPLICATION

1. PREPARE THE INITIAL PLANTING HOLE AS ILLUSTRATED ON PLANTING NOTES. IT'S BASED UPON THE COMBINATION OF DESIRE BARRIER DIAMETER AND DEPTH. CONSIDER IF DRAINAGE DEVICES OR AMENDMENTS ARE NEEDED TO CORRECT ANY ADVERSE SOIL OR PLANTING CONDTIONS IN THE BACKFILL AREA.

2. ASSEMBLE THE APPROPRATE NUMBER OF DEEP ROOT UNIVERSAL BARRIER PANELS. THE VERTICAL ROOT DEFLECTING RIBS ON THE PANEL MUST FACE INWARD, TOWARD THE ROOT BALL. THIS IS VERY IMPORTANT, OTHERWISE THE ROOTS WILL BECOME GIRDLED BY TRAVELING AROUND THE SMOOTH WALLED SURFACE.

3. NEXT PLACE THE BARRIER IN THE CENTER OF THE PLANTING HOLE, KEEPING IN MIND THAT THE DOUBLE TOP EDGE OF THE BARRIER SHULD BE POSITIONED APPROXIMATELY 1/2" ABOVE GRADE. THIS HELPS RETARD POTENTIAL ROOT OVERGROWTH WHICH CAN LEAD TO UPROOTED HARDSCAPES.

4. BACKFILL AND COMPACT WITH SOIL INSIDE THE BARRIER TO THE LEVEL WHERE THE BOTTOM OF THE ROOT BALL APPROXIMATELY 1" ABOVE GRADE.

5. REMOVE THE TREE FROM ITS CONTAINER, OR CUT AWAY THE TOP PORTION OF BURLAP AND POSITION IN THE CENTER OF THE BARRIER. COMPLETE THE BACKFILL OF THE SOIL. DISTRIBUTE EVENLY TO MAINTAIN THE SHAPE OF THE BARRIER AND COMPACT THE BACKFILL EVERY 4"-6". ROOTS WILL DIE QUICKLY IF LEFT EXPOSED TOT HE ELEMENTS SO KEEP EXPOSURE OF THE ROOTS TO A MINIMUM.

6. IF STOKING OF GUYING IS REQURED, IT IS RECOMMENDED OF USING THE SOFT, SAFE AND ECONOMICAL ALTERNATIVE TO TRADITIONAL WIRE AND HOSE, ARBORTIE(SEE WWW.DEEPROOT.COM FOR DETAILS)

7. IF THE TREE(S) WILL BE SUBJECT TO MAINTENANCE WORK SUCH AS LAWN MOWING OR WEED TRIMMING IT IS RECOMMENDED TO INSTALL THE ARBORGARD+ TREE TRUNK PROTECTOR WHICH IS PLACED AROUND

THE BASE OF YOUNG TREES TO PROTECT THEM FROM DAMAGE BY WEED TRIMMERS, LAWN MOWERS AND SMALL RODENTS.

8. WATER AND FOLLOW TREE MAINTENANCE PRACTICES.

9. TREES DO REQUIRE CARE AND NURTURING AFTER PLANTING. CONSULT WITH YOUR LOCAL SUPPLIER FOR PROPER CARE PROCEDURES FOR THE SPECIES YOU ARE PLANTING. THE PLANTING INSTRUCTION NOTED ABOVE ARE BY NO MEANS A COMPREHENSIVE GUIDE. RATHER THEY ARE GENERAL GUIDELINES TO PLANTING WITH DEEPROOT BARRIERS AND A SURVEY OF CURRENT PLANTING METHODS.

CONDITIONS WILL VARY HOWVER AND IT IS RECOMMENDED THAT AN ARBORIST BE CONSULTED BEFORE PLANTING. ADDITIONAL INFORMATION IS AVAILABLE AT WWW.DEEPROOT.COM

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

IRRIGATION PLAN

REVISED
1 2
3 4
5 L4.0
L4.1
L4.0
L4.1
L4.0
1A
15 1"
2A
15 1"
3A
15 1"
4A
15 1"
5A
15 1"
6A
15 1"

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

IRRIGATION PLAN

REVISED
1 2
3 4
5 L4.1
L4.1
L4.1
L4.1
L4.0
L4.1
L4.0
L4.2
L4.2
7A
15 1"
8A
15 1"
9A
15 1"
10A
15 1"
11A
15 1"
33A
15 1"
34A
15 1"
35A
15 1"
36A
15 1"
37A
15 1"
38A
15 1"
39A
15 1"
40A
15 1"
41A
15 1"
42A
15 1"

IRRIGATION METER/PEDESTAL

MONUMENT/SIGNAGE METER

20.3'
A
ISM
A

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039
Important Notice - Underground Service Alert
Section 4216/4217 of the Government Code
requires a Dig Alert Identification Number be issued
before a "Permit to Excavate" will be valid. For your
Dig Alert Identification Number call Underground
Service Alert.

TOLL FREE at 1-800-227-2600 two working days
before you dig.

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 be limited to normal working hours, and construction contractor further agrees to defend, indemnify and hold design professional harmless from any and all liability, real or alleged, in connection with the performance of work on this project, excepting liability arising from the sole negligence of design professional.

STATION & CONTROLLER NO.

VALVE SIZE

FLOW (GPM)
T

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

IRRIGATION PLAN

REVISED
1 2
3 4
5 L4.2

EXISTING IRRIGATION POINT OF CONNECTION -
IRRIGATION POINT CONNECTION FROM WATER METER SOURCE.
(STATIC PRESSURE @65 PSI)
(NEW METER TO BE INSTALLED BY C.V.W.D.)
MAINLINE PIPING-SCHEDULE 40 PVC
(USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS)
INSTALL CL 315 PVC MAINLINE FROM 2" AND LARGER
NON-PRESSURE LATERAL PIPPING - PVC CLASS 200
(USING DEEP SOCKET DESIGN SCHEDULE 40 FITTINGS)

PIPE SLEEVING SHALL OCCUR UNDER ALL HARDSCAPE,
SLEEVING SHALL BE 2X THE DIAMETER OF THE PIPE.

PIPE SIZING CHART

PIPE SIZE
MAX. ALLOWABLE
FLOW
1/2"
5 GPM
3/4"
10 GPM
1"
16 GPM
1"
16 GPM
1-1/4"
26 GPM
1-1/2"
40 GPM
2"
60 GPM
L4.1
L4.1
L4.2
L4.2
12A
15 1"
24A
15 1"
25A
15 1"
26A
15 1"
27A
15 1"
28A
15 1"
29A
15 1"
30A
15 1"
31A
15 1"
32A
15 1"
SYMBOL

RAINBIRD

IRRIGATION LEGEND

MANUFACTURER
MODEL NO.

DESCRIPTION

ESP - LXD
50-200 STATION COMPATABLE

TWO WIRE DECODER COMMERCIAL CONTROLLER
SYMBOL

MANUFACTURER
MODEL NO.

DESCRIPTION
NOZZLE
FLOW
GPM
PSI

PATTERN

RAINBIRD
100-EFB-CP
FS 100 B
MASTER BRASS VALVE WITH 1" BRASS

TEE FLOW SENSOR

RAINBIRD

PEB SERIES
100-PEB-PRS-D

ELECTRIC CONTROL VALVE FOR TREE & PALM TREE BUBBLERS,
SIZE AS NOTED ON PLAN, REFER TO DETAIL ON L4.1

RAINBIRD
XCZ-075-PRF
075-DVF
ELECTRIC CONTROL VALVE FOR DRIP AREAS. SIZE AS NOTED ON PLAN, REFER TO DETAIL SHEET L4.1
NIBCO
T-113
FULL PORT VALVE (LINE SIZE). REFER TO IRRIGAITON DETAIL SHEET L4.1

RAINBIRD
33DRC
3/4" QUICK COUPLER. REFER TO IRRIGATION DEAIL SHEET L4.1

EXISTING

BACKFLOW PREVENTOR

RAINBIRD

PFR/FRA

XERI-BUG

EMITTER
XB-20PC-1032
.20
30 DRIP

RAINBIRD

PFR/FRA

XERI-BUG

EMITTER
XB-10PC-1032
.10
30 DRIP

RAINBIRD
XFS-09-12
EMITTER @ 12"
O.C.

SUB-SURFACE

DRIPLINE

0.9 30

TRICKLE

PATTERN
A

RAINBIRD

LXMMSSPED

STAINLESS STEEL PEDESTAL

FOR ESP - LX SERIES CONTROLLERS

IRRIGATION POC

TO BE CONFIRMED
Contractor shall review existing
irrigation backflow,
connection to 2" Domestic Water.

Contractor to verity
if the irrigation system
requires pressure regulator.

ISM

IRRIGATION
METER

SECONDARY IRRIGATION METER

INSTALLED BY WATER COMPANY

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

IRRIGATION DETAILS

REVISED
1 2
3 4
5 L4.3

ATMOSPHERIC VACUUM BREAKER
COPPER MALE ADAPTER (1 OF 2)
MIN. OF 12 INCHES ABOVE HIGHEST

POINT OF DISCHARGE
COPPER 90* ELL (1 OF 3)

COPPER PIPE (TYPICAL)

COPPER FEMALE ADAPTER

FINISH GRADE

IRRIGATION MAINLINE PIPE

PVC MALE ADAPTER

PIPE FROM REMOTE CONTROL VALVE
NOTE:

INSTALL BACKFLOW PREVENTER AS REQUIRED BY LOCAL CODES
AND HEALTH DEPARTMENT. VERIFY LOCAL REQUIREMENTS PRIOR
TO INSTALLATION.

ATMOSPHERIC VACCUM BREAKER

NOT TO SCALE
A

BALL VALVE

NOT TO SCALE
B

FINISH GRADE

TAN ROUND VALVE BOX W/LID

BRICK SUPPORT
( 1 OF 2 )

PVC MAIN LINE
1 CU.FT. PEA GRAVEL
PVC MALE ADAPTERS ( 1 OF 2 )

DRIP VALVE ASSEMBLY

NOT TO SCALE
C

FINISH GRADE

TAN RECTANGULAR

VALVE BOX W/LID
COL. WIRE PER SPECIFICATIONS

PVC PIPE

PVC UNION (THREADED

FOR SERVICING ASSEMBLY

PRESSURE TREATED

WOOD SUPPORT

PEA GRAVEL

COMMON WIRE

WIRE CONNECTOR

TRENCHING

NOT TO SCALE
E

TYPICAL WIRE CONNECTION

NOT TO SCALE
F

MAIN SUPPLY

BY OTHERS

LATERALS
120 VOLT
WIRING

MAIN SUPPLY

LATERAL & WIRING
WIRING
24 VOLT

ALL MAIN SUPPLY LINES TO BE

INSTALLED IN ACCORDANCE WITH

MANUFACTURER'S INSTALLATION

SPECIFICATIONS

INSTALL RAINBID 'ACV SERIES

ADJUSTABLE CHECK VALVE
LINE SIZE - INSTALL PER EVERY 10FT
OF GRADE CHANGE.

ALL 120 VOLT WIRING IN CONDUIT

TO BE INSTALLED IN ACCORDANCE

WITH LOCAL CODES
TIE A LOOSE 20 INCH LOOL IN ALL

WIRING AT CHANGES OF DIRECTION
GREATER THAN 30 INCHES.

UNTIE ALL LOOPS AFTER ALL

CONNECTIONS HAVE BEEN MADE

LATERAL

MAIN LINE
2'-0"
2'-0"
1'-0"
2'-0"

SLIP BASE SOCKET OVER END WIRES
STRIP WIRES APPROCIMATELY 5/8" FROM END

TWIST ENDS TOGETHER
STEP 1.

APPLY SEALER TO OUTSIDE OF SEATING PLUG

FILL CAVITY WITH SEATER

PUT CRIMP SLEEVE OVER WIRE ENDS

CRIMP SLEEVE AND CUT OFF EXCESS WIRE
STEP 2.

PULL BASE SOCKET OVER WIRE END

AS FAR AS POSSIBLE

PUSH SEATING PLUG INTO BASE SOCKET
STEP 3.

PUSH WIRES TO END OF BASE SOCKET TO

ASSURE COMPLETE SEALING OF CONNECTION

RAINBIRD PEN-TIE WIRE CONNECTOR
STEP 4.

NOTE:

FOR WIRE SIZES No. 14, 12 AND 10

DEEP WATER IRRIGATION

NOT TO SCALE
G

DRIP EMITTER

NOT TO SCALE
H

END SELF-FLUSHING VALVE

NOT TO SCALE
I

EMITTER LAYOUT

NOT TO SCALE
J

TRENCHING DETAIL

NOT TO SCALE
K

TREE & PALM VALVE ASSEMBLY

NOT TO SCALE
TWO-WIRE DECODER CONTROLLER:

RAINBIRD ESP-LXD TWO-WIRE DECODER CONTROLLER

WITH LXMM METAL CABINET AND LXMMPED METAL
PEDESTAL. INSTALL CONTROLLER, CABINET AND PEDESTAL
PER MANUFACTURER'S SPECIFICATIONS.

CONCRETE PAD: 6-INCH MINIMUM THICKNESS

FINSIH GRADE

POWER SUPPLY WIRE
1-INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP EEL

FOR POWER SUPPLY
3-INCH SCH 40 PVC CONDUIT, FITTINGS AND SWEEP EEL

FOR TWO-WIRE CABLE

MAXICABLE TWO-WIRE PATH TO DECODERS
USE A DIFFERENT CABLE JACKET COLOR FOR EACH PATH.

COMPACTED SUBGRADE
1 2
3 4
5 6
7 8
NOTES:

PROVIDE PROPER GROUDING COMPONENTS TO ACHIEVE
GROUND RESISTANCE OF 10 OHMS OR LESS.

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LIGHTING PLAN

REVISED
1 2
3 4
5 L5.0
N

LIGHTING LEGEND
SYM.

NAME
QTY

COMMENTS
VOLT G4 Infiniti
60 Integrated LED Brass Spotlight (Bronze)
136
Available at ProTrade (SiteOne)
Vista 600w Stainless Steel HP
Multi-Tap Transformer
Contractor to specify locations
00 20'
80'
40'
SCALE: 1" = 20'-0"

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LIGHTING PLAN

REVISED
1 2
3 4
5 L5.1
N
00 20'
80'
40'
SCALE: 1" = 20'-0"

Date Created
8/18/22

FONTANA SQUARE
P.O. Box 5891 La Quinta, CA. 92248
[email protected] www.garzaconcepts.com
Llic # 1050039

GARZA CONCEPTS

JOSE GARZA LANDSCAPE CONTRACTOR AND DRAFTING SERVICES
NWC Citrus & So. Hightland Ave.

Fontana, CA.

PROJECT

LIGHTING PLAN

REVISED
1 2
3 4
5 L5.2
N
00 20'
80'
40'
SCALE: 1" = 20'-0"

FIRE RISER
ROOM

PREP AREA
105
COOLER
106

DINING ROOM
100

VESTIBULE
116
SELF

SERVING

BAR AREAKITCHEN AREA
103

DRIVE THRU
CL
CL
CL
POTATO

PEELING
107

KITCHEN

ACCESSORY
AREA
104
POTATO

STORAGE
115

DRESSING
109

DRESSING
110
OFFICE
108

MIS ROOM
108A
74 seatsA12.0
1 2
3 4
2A
1 4
5 4A
3A
3 9
10 8
2 C1
C1
C
C
F
G
H
I
J
B
A
A12.0
5 6
7 8

SERVING
AREA
102
A12.1
1 2
3 A12.1
1 4
5 6
A12.0
9 10
11 12
A12.1
9 7
8 A12.1
14 15
16 17 A12.1
10 11
12 13
A12.1
18 19
20 21
A12.1
30 31
32 33
EE1K
L
A12.1
18 19
20 21
℄
A12.0
14 15
16 13
A12.0
9 14
A15.0
5 A15.0
14 A15.0
5 A15.0
1 A16.0
5 A15.0
B
A10.0
2 A8.0
A
A10.0
A
A10.0
D
A10.1
2 A9.0
C
A10.1
B
A10.0
1 A8.0
C
A10.1
E
A10.1
1 A9.0
1 A16.0
5 A16.1
1 A16.0
5 A15.0
11 A14.0
14 A17.0
14 A17.0
5 A15.0
6 A15.0
1 A16.0
1 A15.02
A15.0
4 A15.0 1
A15.0
SIM
4 A15.0 6
A15.0
1 A15.0
2 A15.0
1 A16.0
1 A15.0
3 A16.1
5 A16.1
12 A16.0
12 A16.0
SIM
3 A19.0
7 A14.0
10 A14.0
6 A14.08
A14.0
7 A17.0
5 A17.0
3 A16.1
5 A15.0

GENERAL NOTES
C
13 A16.1
A12.017
SCALE:
1 A5.0

FLOOR PLAN
1/4" = 1'-0"

C CL L L
5 A15.0
1 A16.0
1 A16.0
5 A15.0
2 A16.0
OPP.
9 A17.0
F
A10.1
CL LC

HALLWAY
111

WOMEN'S
113

RESTROOM

VESTIBULE
114
6 6A
7 MEN'S
112
A12.1
22 23
24 25
A12.1
26 27
28 29
A19.0/1
1 2 4
1/A19.0
3 2/A19.02
3 4
2/A19.0
1 7
A14.0
SIM.
";EXIT
";EXIT

5 A20.0
9 A20.0
THE INFORMATION, DRAWINGS AND SPECIFICATIONS SHOWN ARE AND SHALL REMAIN THE PROPERTY OF IN-N-OUT BURGER.

THESE DOCUMENTS MAY NOT BE USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF IN-N-OUT BURGERS.

SHEET OF 1
13502 HAMBURGER LANE
BALDWIN PARK, CA 91706
R
SCALE: 1/4"=1'-0"
0'5'10'
R R

FONTANA, CA

NWC CITRUS & HIGHLAND
A5.0 FLOOR PLAN

"GOD BLESS AMERICA"
13502 HAMBURGER LANE
BALDWIN PARK, CA 91706

FONTANA, CA
NWC CITRUS & S. HIGHLAND AVE.

ISSUED: 12/14/22

BONE CHINA STUCCO, PRO LEDGE BLACK FOREST WAINSCOT, METAL AWNINGS WITH RED PALMS

"GOD BLESS AMERICA"
13502 HAMBURGER LANE
BALDWIN PARK, CA 91706

FONTANA, CA
NWC CITRUS & S. HIGHLAND AVE.

ISSUED: 12/14/22

BONE CHINA STUCCO, PRO LEDGE BLACK FOREST WAINSCOT, METAL AWNINGS WITH RED PALMS

2.42.11.81.51.31.10.90.91.01.1 2.42.32.22.12.21.91.41.21.21.3

2.62.52.94.87.66.73.01.51.41.5 2.83.05.1

1.41.6 3.43.57.6

1.51.6 3.73.56.3

8.62.9 3.63.34.0

10.64.0 3.43.36.1

10.66.7 3.12.86.0

11.95.8 2.62.22.4

11.44.2 2.62.27.9

11.63.6 3.02.712.5

13.63.3 3.13.011.68.78.44.914.94.11.71.7

3.23.012.912.59.72.92.51.81.41.4

3.02.32.72.92.92.52.11.71.41.3 2.61.62.22.52.62.42.31.81.51.1

2.52.12.12.32.52.32.22.01.71.6 2.42.01.92.02.02.02.01.91.61.5

1.82.32.93.33.63.83.83.63.63.33.23.13.02.92.82.82.72.52.32.01.61.31.00.80.70.81.01.11.31.21.31.2 2.12.43.13.84.14.24.24.14.03.93.83.63.33.13.13.12.82.32.32.11.81.31.00.80.81.01.11.31.41.51.51.4

1.82.32.03.24.04.84.74.13.93.94.44.34.03.53.03.03.23.12.72.42.11.81.31.00.80.81.01.31.51.41.31.31.4 2.22.52.93.64.45.45.13.83.64.14.94.64.43.83.22.63.13.53.02.62.21.8

1.21.51.31.21.31.4 2.43.03.64.55.56.35.95.24.95.05.45.35.14.64.03.83.94.23.83.12.41.8

1.31.51.41.31.31.4 2.63.44.35.46.36.76.66.36.16.15.95.95.75.44.84.54.64.54.03.42.61.8

1.31.41.51.51.51.4 2.83.64.55.66.46.87.06.86.66.46.26.15.95.65.24.84.94.53.93.32.61.8

1.21.41.51.51.51.4 2.73.44.35.46.26.77.06.66.26.26.46.35.85.35.04.84.84.33.73.12.41.6

1.21.31.41.21.21.2 2.52.93.94.96.06.36.05.45.35.76.05.95.54.94.23.94.04.03.52.92.01.3

1.21.31.31.00.90.9 1.92.42.73.44.35.65.74.74.54.15.05.04.94.84.33.53.33.33.73.22.51.81.2

1.31.31.20.90.70.6 1.92.43.03.74.55.55.54.84.34.04.64.64.64.54.03.33.13.23.63.22.61.91.5

1.41.41.20.90.7 1.92.53.44.24.95.25.45.14.64.34.34.54.64.33.83.53.43.53.63.43.02.42.0

1.51.51.31.00.8 1.92.63.24.14.74.95.25.14.74.44.14.14.13.93.73.73.73.93.73.43.12.72.42.12.12.12.01.81.51.61.41.2

1.82.42.93.54.24.74.94.74.34.23.93.73.73.53.53.43.43.83.83.53.12.82.52.42.42.42.11.61.41.41.51.4 1.52.02.62.93.43.94.34.34.03.73.63.43.33.33.23.13.33.63.63.43.02.22.42.62.52.32.11.71.31.31.41.3

1.11.62.22.42.33.13.53.83.63.33.23.13.03.02.92.83.13.33.43.22.61.62.22.52.52.42.21.81.51.11.6 1.01.51.92.12.42.83.13.33.33.13.02.92.82.82.82.62.82.83.03.02.52.12.12.32.52.32.22.01.71.61.4

1.01.31.51.92.42.72.92.92.92.92.82.82.82.72.72.52.52.62.82.92.42.01.92.02.02.02.01.91.61.51.2 0.81.01.31.72.12.42.72.82.52.42.52.82.92.72.42.02.12.42.72.62.32.21.91.81.71.71.71.61.31.2

0.60.81.11.41.72.02.42.52.22.02.22.62.72.62.31.91.92.22.52.42.22.01.61.41.41.31.31.21.0 0.60.81.11.41.72.02.22.01.62.02.42.62.62.31.91.62.02.22.22.11.71.21.01.00.90.80.8

0.50.71.01.31.51.71.91.92.12.22.42.42.32.01.91.91.81.81.71.30.90.60.50.50.5 PROJECT NUMBER

SHEET NUMBER

SHEET TITLE

GOD BLESS AMERICA

PROJECT NAME
14901 Quorum Dr. #565 Dallas, TX 75254rtmec.com | 972.387.3500 PROTOTYPE VERSION16C.2.127IN-N-OUTBURGERFONTANACALIFORNIANWC CIRTRUS &S HIGHLAND AVEFONTANA, CA 92337 210975

REVISION RECORD

ISSUE RECORDDATEDESCRIPTION

PROFESSIONAL SEAL
SITE LIGHTINGPHOTOMETRIC PLANE11.0

STATISTICS
CALC ZONE #22.9 FC7.0 FC0.5 FCCALC ZONE #13.3 FC14.9 FC14.0:15.8:129.8:16.6:10.5 FC

SCALE
5 DOUBLE GATE DETS3" = 1'-0"
SCALE
4 MAN GATE DTLS3" = 1'-0"
SCALE
9 NOT USEDNONE
11'-9"
T.O. FASCIA
10'-0"
B.O. BEAM
SCALE
12 CORNICE DETAIL1 1/2" = 1'-0"
SCALE
10 DOUBLE GATE SLIDE BOLT1 1/2" = 1'-0"
SCALE
8 CANE BOLT1 1/2" = 1'-0"
3'-4"

ABOVE PAVING
SCALE
11 COL/GATE HINGE DTL.1" = 1'-0"
SCALE
15 GATE HINGE DETAIL1" = 1'-0"
SCALE
6 GATE-HINGE JAMB1" = 1'-0"
SCALE
14 HOSE BIB DETAIL3/4" = 1'-0"
ELEV 2'-6 1/2"
13 A17.0
12 A13.0
SIM
12 A13.0
10'-0"

BO BEAM
11'-9"

TO FASCIA
10'-0"
TO CMU
11'-9"

TO FASCIA
11 A13.0
SIM
SCALE
16 WALL SECTION1/2" = 1'-0"
SCALE
13 WALL SECTION1/2" = 1'-0"
13 A17.0
0'-0"

TO SLAB
0'-0"

TO SLAB
SCALE
1 ELEVATIONS1/4" = 1'-0"
SCALE
3 FLOOR PLAN1/4" = 1'-0"
SCALE
7 ROOF PLAN1/4" = 1'-0"
1 1
2 2

ELEVATION 'A'

ELEVATION 'C'ELEVATION 'D'

ELEVATION 'B'
15 A13.0
8 A13.0TYP
1 EP-1
EP-1
5 A13.0
4 A13.0
SIM
6 A13.0
SIM
EP-1
1 EP-1
1 EP-1
EP-1
EP-1
EP-1
EP-1
2 1
EP-1
1 EP-1
1 2
EP-1
EP-1
EP-4
EP-1
8'-0"
TO CMU
10'-0"

BO BEAM
11'-9"

TO FASCIA
8'-0"
TO CMU
10'-0"

BO BEAM
11'-9"

TO FASCIA
2'-6 1/2"

TO STONE CAP
2'-6 1/2"

TO STONE CAP
2 14
A13.0
4 A13.0
1A
A13.0
1D
A13.0
16 A13.0
TYP
1B
A13.0
13 A13.0TYP
6 A13.0
11 A13.0
1C
A13.0
SLOPE
1/8" / FT
12 A13.0
SLOPE
1/4" / FT
SLOPE
1/4" / FT
12 A13.0
5 A13.0
SCALE
2 R.C.P.1/8" = 1'-0"

TRASH ENCLOSURE

PLANS & ELEVATIONS
OPTION "C"
A13.0

PROJECT NUMBER

SHEET NUMBER

SHEET TITLE

ISSUE RECORD

PROFESSIONAL SEAL

DESCRIPTIONDATE

IN-N-OUT
BURGER

FONTANA, CA

GOD BLESS AMERICA

URBAN DESIGN PROTOTYPE

REVISION RECORD

PROJECT NAME
Architecture / Development
14901 Quorum Drive
Dallas Texas 75254
Suite 300
Ph: (972) 239-8884
Fax: (972) 239-5054

XXXX
2 EP-112EP-12EP-2
9 2EP-12EP-3 10912EP-1 2EP-252EP-12EP-3 10
9 11
5 7
2EP-242EP-32EP-22EP-24 62EP-2
C1CC1B

TOP OF SLAB
10'-1"
BOT. OF TRUSS
13'-7"

TOP OF CANOPY
19'-10"

TOP OF PARAPET
1 A17.0
SIM
3 A16.0
4 A16.0
3 A16.0
5 A15.0
1 A16.0
7 7
19EP-3
16'-0"

CENTER OF SIGN LETTERS

TOP OF SLAB
6 6
66666
2"
6"
2"
6"
SCALE:
2 A8.0

EAST ELEVATION
1/4" = 1'-0"
3 A16.0
14 A15.0
RECESSED KNOX BOX AT 5'-0" HIGH TO THE RIGHT OF FIRE RISER ROOM. SEE DETAIL 10/A17.0 1/4" WIDE METAL PENN SCREED: SEE DETAIL 4/A16.0. ALIGN CONTROL JOINTS ON DRIVE-THRU CANOPY FASCIA WITH CONTROL JOINTS ON BOTTOM OF SOFFIT.
4" MIN. HIGH WHITE LETTERING "RISER ROOM" ON RED BACKGROUND SIGN. MOUNT ON RISER ROOM DOOR ALUMINUM WINDOWS: CLEAR ANODIZED ALUMINUM.

ALUMINUM STOREFRONT DOORS: CLEAR ANODIZED ALUMINUM.

BONE CHINA
REMARKS COLOR NAME MFR. NO.

EXTERIOR PAINT SCHEDULE
SLOPED ALUMINUM WINDOWS: U.S. ALUMINUM S-010. GLASS JOINTS TO HAVE POLISHED EDGES WITH SILICONE JOINTS.

REDWOOD FRAMES TO BE PRIMED WITH AXALTA IMRON IND 9P01 - PRIMER CAN BE TINTED GRAY. FINISH COAT TO BE AXALTA IMRON IND 9T01 TINTED CUSTOM COLOR EP-4.

IN-N-OUT BURGER ILLUMINATED LOGO SIGN: UNDER SEPARATE PERMIT.

STUCCO: 20/30 FINE SAND FLOAT FINISH

KEY NOTES
BUILDING ADDRESS NUMBERS TO BE 12" HIGH, 4" MIN. W/ MIN. STROKE WIDTH OF 0.5 INCH PER FIRE DEPARTMENT AND CITY JURISDICTION ADDRESS DISPLAY REQUIREMENTS:

1. ADDRESS SHALL BE DISPLAYED & VISIBLE FROM BOTH STREET DIRECTIONS OF APPROACHING VEHICLES.

2. PERMANENT NUMBERS AND LETTERS SHALL BE MADE OF DURABLE AND CLEARLY VISIBLE MATERIAL SUCH AS WOOD, METAL, CERAMIC, PLASTIC AND VINYL. (PAINTED OR GLUED ON NUMBERS ARE NOT ACCEPTABLE MATERIALS).

3. NUMBERS SHALL BE OF COLORS CONTRASTING WITH BACKGROUND TO WHICH THEY ARE ATTACHED.

4. NUMBERS SHALL BE A MINIMUM PROPORTION RATIO OF 6:1 (HEIGHT TO WIDTH).

5. NUMBERS CANNOT BE SPELLED.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
EP-3
EP-2
EP-1
HOLLOW METAL DOOR: SEE SHEET A11.0, HM DOORS AND JAMBS SHALL HAVE POWDER COAT FINISH AS FOLLOWS:

INTERIOR DOORS- TIGER DRYLAC - SMOOTH, HIGH GLOSS FINISH, "BENGAL WHITE", EXTERIOR DOORS- CARDINAL - GLOSS, SMOOTH FINISH, "BONE CHINA" OR TO MATCH EXTERIOR STUCCO PAINT COLOR - (VERIFY ELEVATIONS- EP-1). WHERE FIELD

PAINTING DOORS AND JAMBS IS NECESSARY- NOT RECOMMENDED, THE ALTERNATE WOULD BE TO USE AXALTA IMRON IND 9P01 WHITE PRIMER. FINISH COAT TO BE AXALTA IMRON IND 9T01 GLOSS WHITE. EXTERIOR HM DOORS & JAMBS- USE SAME PRODUCT TINTED TO MATCH EXTERIOR BUILDING PAINT COLOR EP-1. NOTE- TRASH ENCLOSURE METAL DOORS AND POSTS TO BE FIELD PAINTED USING AXALTA IMRON AS DESCRIBED ABOVE. 5'-0" HIGH STUB OUT FOR Co2 LINE
RECESSED 8' LED LIGHT FIXTURE IN SOFFIT. SEE DETAIL 9/A17.117 18 TEXTURE EXPOSED FOUNDATION WALL BELOW STUCCO WEEP SCREED AND PAINT TO MATCH WALL.19 PRIME W/ D.E. ULTRA-GRIP

PREMIUM PRIMER
ARISTOSHIELD 70
MODELCOLOR #
DEW 339
FINISH

BONE CHINA

BONE CHINA
EP-4INO RED
A84W01151
DUNN

EDWARDS
DUNN

EDWARDS
HIGH
GLOSS
HIGH
GLOSS
HIGH
GLOSS
HIGH
GLOSS
STUCCO: PRIME W/ LOXON CONCRETE & EXT
LATEX PRIMER WHITE - A24W08300.

GALV METAL: PRIME W/ GALVITE HS ACRYLIC
COATING - B50WZ0030, OFF WHITE
SEE REMARKS FOR EP-1 ALT MFR. ALT.

MFR.

A84W01151 SHERWIN

WILLIAMS
HIGH
GLOSS

SUPER PAINT
LATEX
ALT.

MFR.

A84W01151 SHERWIN

WILLIAMS
HIGH
GLOSS

SUPER PAINT
LATEX
SEE REMARKS FOR EP-1 ALT MFR.

IN-N-OUT

BONE CHINA

IN-N-OUT

BONE CHINA

IN-N-OUT

BONE CHINA
L.E.D. DOUBLE BAND LIGHTING: UNDER SEPARATE PERMIT.

HIGH
GLOSS
DUNN

EDWARDS
ALT.

MFR.

SHERWIN

WILLIAMS

SUPER PAINT
LATEX
ARISTOSHIELD 70
ARISTOSHIELD 70
IMRON
DEW 339
DEW 339
PRIME W/ D.E. ULTRA-GRIP

PREMIUM PRIMER
PRIME W/ D.E. ULTRA-GRIP

PREMIUM PRIMER
PRIMER: AXALTA IMRON IND 9P01. PRIMER CAN BE

TINTED GRAY
FINISH COAT: AXALTA IMRON IND 9T01 GLOSS

POLYURETHANE
COLOR FORMULA: NON-CUM GUIDE 2/20/20
MIX SIZE: 102.4OZ (GALLON)
9T04 VIOLET321.2
9T10 RED-ORANGE 349.3
9T13 ORANGE 2577.6

SEE REMARKS

FOR COLOR

FORMULA
AXALTA
NOT USED.

STONE VENEER - "BLACK FOREST" PRO-LEDGE BY CORONADO STONE WITH MATCHING CORONADO STONE WAINSCOT SILL. APPLY PER MFR RECOMMENDATIONS. DRY STACK.

METAL AWNINGS: COLOR TO BE ANODIZED ALUMINUM. REFER TO SHEET A17.3. 7 2EP-31021225 EP-1EP-2 EP-1
2EP-12EP-3 10 9
2EP-2
2EP-2 2EP-1 12EP-110
2EP-3 2EP-1 10
7 2 EP-3
5 9
C1A
2EP-2
4 6
62EP-33
2EP-22EP-2 172EP-2 6
19'-10"

TOP OF PARAPET
23'-0"

TOP OF PARAPET

TOP OF SLAB
19'-10"

TOP OF PARAPET
3 A16.0
4 A17.1
12 A17.1
3 A16.0
5 A15.0
1 A16.0
9 A17.0
3 A16.0
4 A16.0
19EP-3
16'-0"

CENTER OF SIGN LETTERS
2EP-2 6 62EP-2

TOP OF SLAB
6 SCALE:
1 A8.0

NORTH ELEVATION
1/4" = 1'-0"
17 7
13'-7"
TOP OF CANOPY 16
A15.0
SIM11'-0 1/4"

ARCH SPRINGPOINT
2 3
1 2'-6 1/2"
T.O. STONE
2'-6 1/2"
T.O. STONE
23'-0"
T.O. PARAPET
24'-0"
T.O. PARAPET
12EP-112EP-1
2'-6 1/2"
T.O. STONE
2'-6 1/2"
T.O. STONE
23'-0"
T.O. PARAPET
24'-0"
T.O. PARAPET
12EP-1
12EP-112EP-1
THE INFORMATION, DRAWINGS AND SPECIFICATIONS SHOWN ARE AND SHALL REMAIN THE PROPERTY OF IN-N-OUT BURGER.

THESE DOCUMENTS MAY NOT BE USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF IN-N-OUT BURGERS.

SHEET OF 1
13502 HAMBURGER LANE
BALDWIN PARK, CA 91706
R
SCALE: 1/4"=1'-0"
0'5'10'
R R

FONTANA, CA

NWC CITRUS & HIGHLAND
ELEVATIONS A8

39 10
L
C1 C
F H J E1
K
E
2EP-1 2EP-2
12EP-1
10 2EP-1 2 EP-3102 EP-32109 EP-12EP-112EP-1 10 2EP-2
2EP-3
9 12EP-12EP-1
2EP-2
8 9
2EP-213132EP-3
15 6
2EP-1 2EP-310
9 2 EP-32 EP-28
2EP-24
82 EP-22 EP-3
10 9 2EP-12EP-1 12EP-1
12EP-1 102EP-1
2EP-110
7 7
2EP-3
9 2EP-3
7 TOP OF SLAB
19'-10"

TOP OF PARAPET
10'-1"

TOP OF PLATE
13'-7"

TOP OF CANOPY

TOP OF SLAB
19'-10"

TOP OF PARAPET
10'-1"

TOP OF PLATE
13'-7"

TOP OF CANOPY
23'-0"

TOP OF TOWER

TOP OF SLAB
19'-10"

TOP OF PARAPET
10'-1"
BOT. OF TRUSS
13'-7"

TOP OF CANOPY
23'-0"

TOP OF PARAPET
19'-10"

TOP OF PARAPET
4 A16.0
3 A16.0
1 A17.0
SIM
12B
A15.0
3 A16.0
1 A16.0
1 A16.0
1 A15.0
3 A16.0
3 A16.0
1 A17.0
EP-1
14 A14.0
5 A17.0
7 7
12 7

ELECTRICAL
ROOM
RISER
ROOM
7 19
666 6 EP-3
2"
6"
2"
6"
2"
6"
EP-3
19EP-319EP-3
16'-0"

CENTER OF SIGN LETTERS
16'-3"

CENTER OF SIGN LETTERS
5 A15.0

TOP OF SLAB
2 EP-1
6 666 6
6"
2"
6 6
6 1
A16.0
14 SCALE:
2 A9.0

WEST ELEVATION
1/4" = 1'-0"
SCALE:
1 A9.0

SOUTH ELEVATION
1/4" = 1'-0"
14 A14.0
4 A16.0
16 12EP-1
3A
13 23'-0"

TOP OF PARAPET
13 EP-3
7 RECESSED KNOX BOX AT 5'-0" HIGH TO THE RIGHT OF FIRE RISER ROOM. SEE DETAIL 10/A17.0 1/4" WIDE METAL PENN SCREED: SEE DETAIL 4/A16.0. ALIGN CONTROL JOINTS ON DRIVE-THRU CANOPY FASCIA WITH CONTROL JOINTS ON BOTTOM OF SOFFIT.
4" MIN. HIGH WHITE LETTERING "RISER ROOM" ON RED BACKGROUND SIGN. MOUNT ON RISER ROOM DOOR ALUMINUM WINDOWS: CLEAR ANODIZED ALUMINUM.

ALUMINUM STOREFRONT DOORS: CLEAR ANODIZED ALUMINUM.

BONE CHINA
REMARKS COLOR NAME MFR. NO.

EXTERIOR PAINT SCHEDULE
SLOPED ALUMINUM WINDOWS: U.S. ALUMINUM S-010. GLASS JOINTS TO HAVE POLISHED EDGES WITH SILICONE JOINTS.

REDWOOD FRAMES TO BE PRIMED WITH AXALTA IMRON IND 9P01 - PRIMER CAN BE TINTED GRAY. FINISH COAT TO BE AXALTA IMRON IND 9T01 TINTED CUSTOM COLOR EP-4.

IN-N-OUT BURGER ILLUMINATED LOGO SIGN: UNDER SEPARATE PERMIT.

STUCCO: 20/30 FINE SAND FLOAT FINISH

KEY NOTES
BUILDING ADDRESS NUMBERS TO BE 12" HIGH, 4" MIN. W/ MIN. STROKE WIDTH OF 0.5 INCH PER FIRE DEPARTMENT AND CITY JURISDICTION ADDRESS DISPLAY REQUIREMENTS:

1. ADDRESS SHALL BE DISPLAYED & VISIBLE FROM BOTH STREET DIRECTIONS OF APPROACHING VEHICLES.

2. PERMANENT NUMBERS AND LETTERS SHALL BE MADE OF DURABLE AND CLEARLY VISIBLE MATERIAL SUCH AS WOOD, METAL, CERAMIC, PLASTIC AND VINYL. (PAINTED OR GLUED ON NUMBERS ARE NOT ACCEPTABLE MATERIALS).

3. NUMBERS SHALL BE OF COLORS CONTRASTING WITH BACKGROUND TO WHICH THEY ARE ATTACHED.

4. NUMBERS SHALL BE A MINIMUM PROPORTION RATIO OF 6:1 (HEIGHT TO WIDTH).

5. NUMBERS CANNOT BE SPELLED.
1 2
3 4
5 6
7 8
9 10
11 12
13 14
15 16
EP-3
EP-2
EP-1
HOLLOW METAL DOOR: SEE SHEET A11.0, HM DOORS AND JAMBS SHALL HAVE POWDER COAT FINISH AS FOLLOWS:

INTERIOR DOORS- TIGER DRYLAC - SMOOTH, HIGH GLOSS FINISH, "BENGAL WHITE", EXTERIOR DOORS- CARDINAL - GLOSS, SMOOTH FINISH, "BONE CHINA" OR TO MATCH EXTERIOR STUCCO PAINT COLOR - (VERIFY ELEVATIONS- EP-1). WHERE FIELD

PAINTING DOORS AND JAMBS IS NECESSARY- NOT RECOMMENDED, THE ALTERNATE WOULD BE TO USE AXALTA IMRON IND 9P01 WHITE PRIMER. FINISH COAT TO BE AXALTA IMRON IND 9T01 GLOSS WHITE. EXTERIOR HM DOORS & JAMBS- USE SAME PRODUCT TINTED TO MATCH EXTERIOR BUILDING PAINT COLOR EP-1. NOTE- TRASH ENCLOSURE METAL DOORS AND POSTS TO BE FIELD PAINTED USING AXALTA IMRON AS DESCRIBED ABOVE. 5'-0" HIGH STUB OUT FOR Co2 LINE
RECESSED 8' LED LIGHT FIXTURE IN SOFFIT. SEE DETAIL 9/A17.117 18 TEXTURE EXPOSED FOUNDATION WALL BELOW STUCCO WEEP SCREED AND PAINT TO MATCH WALL.19 PRIME W/ D.E. ULTRA-GRIP

PREMIUM PRIMER
ARISTOSHIELD 70
MODELCOLOR #
DEW 339
FINISH

BONE CHINA

BONE CHINA
EP-4INO RED
A84W01151
DUNN

EDWARDS
DUNN

EDWARDS
HIGH
GLOSS
HIGH
GLOSS
HIGH
GLOSS
HIGH
GLOSS
STUCCO: PRIME W/ LOXON CONCRETE & EXT
LATEX PRIMER WHITE - A24W08300.

GALV METAL: PRIME W/ GALVITE HS ACRYLIC
COATING - B50WZ0030, OFF WHITE
SEE REMARKS FOR EP-1 ALT MFR. ALT.

MFR.

A84W01151 SHERWIN

WILLIAMS
HIGH
GLOSS

SUPER PAINT
LATEX
ALT.

MFR.

A84W01151 SHERWIN

WILLIAMS
HIGH
GLOSS

SUPER PAINT
LATEX
SEE REMARKS FOR EP-1 ALT MFR.

IN-N-OUT

BONE CHINA

IN-N-OUT

BONE CHINA

IN-N-OUT

BONE CHINA
L.E.D. DOUBLE BAND LIGHTING: UNDER SEPARATE PERMIT.

HIGH
GLOSS
DUNN

EDWARDS
ALT.

MFR.

SHERWIN

WILLIAMS

SUPER PAINT
LATEX
ARISTOSHIELD 70
ARISTOSHIELD 70
IMRON
DEW 339
DEW 339
PRIME W/ D.E. ULTRA-GRIP

PREMIUM PRIMER
PRIME W/ D.E. ULTRA-GRIP

PREMIUM PRIMER
PRIMER: AXALTA IMRON IND 9P01. PRIMER CAN BE

TINTED GRAY
FINISH COAT: AXALTA IMRON IND 9T01 GLOSS

POLYURETHANE
COLOR FORMULA: NON-CUM GUIDE 2/20/20
MIX SIZE: 102.4OZ (GALLON)
9T04 VIOLET321.2
9T10 RED-ORANGE 349.3
9T13 ORANGE 2577.6

SEE REMARKS

FOR COLOR

FORMULA
AXALTA
NOT USED.

STONE VENEER - "BLACK FOREST" PRO-LEDGE BY CORONADO STONE WITH MATCHING CORONADO STONE WAINSCOT SILL. APPLY PER MFR RECOMMENDATIONS. DRY STACK.

METAL AWNINGS: COLOR TO BE ANODIZED ALUMINUM. REFER TO SHEET A17.3. 8'-9"

ARCH SPRINGPOINT
11'-0 1/4"
ARCH SPRINGPOINT 16
A16.0
4 A15.0
2'-6 1/2"
T.O. STONE
24'-0"
T.O. PARAPET
2'-6 1/2"
T.O. STONE
2'-6 1/2"
T.O. STONE
2'-6 1/2"
T.O. STONE
23'-0"
T.O. PARAPET
ELEVATIONS A9
THE INFORMATION, DRAWINGS AND SPECIFICATIONS SHOWN ARE AND SHALL REMAIN THE PROPERTY OF IN-N-OUT BURGER.

THESE DOCUMENTS MAY NOT BE USED WITHOUT THE EXPRESSED WRITTEN CONSENT OF IN-N-OUT BURGERS.

SHEET OF 1
13502 HAMBURGER LANE
BALDWIN PARK, CA 91706
R
SCALE: 1/4"=1'-0"
0'5'10'
R R

FONTANA, CA

NWC CITRUS & HIGHLAND

SCALE: 1/4" = 1'-0"
19'-10"
23'-0"
23'-0"
10'-7"
23'-0"
19'-10"

WEST ELEVATION

SOUTH ELEVATION
ELEVATIONS 1

FONTANA, CA

NWC CITRUS & HIGHLAND

SCALE: 1/4" = 1'-0"
13'-7"
23'-0"
19'-10"
13'-7"
19'-10"
23'-0"

EAST ELEVATION

NORTH ELEVATION
ELEVATIONS 2

FONTANA, CA

NWC CITRUS & HIGHLAND

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