HomeMy WebLinkAbout1.0_14970 Jurupa Ave_Architectural Set_PC6MOUNTAIN VIEW INDUSTRIAL PARK 13
14970 JURUPA AVE.
FONTANA, CA 92337
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3/24/2025 9:31:11 AM
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A24-2007
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03.26.2025
A0
TITLE SHEET
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5,000 SF
OFFICE
5,000 SF
MEZZ.
LANDSCAPE AREA
CONCRETE PAVING WHEN OCCURS
@ PARKING AREAS, DRIVE AISLES,
& OR TRUCK COURT. SEE CIVIL
DRAWINGS FOR PAVING SECTIONS
FIRE HYDRANT. PROVIDE PIPE
BOLLARD PROTECTION POSTS AS
REQUIRED BY THE FIRE
AUTHORITY. SEE 3/AD1.1
STREET LIGHT
INDICATES AN ACCESSIBLE ROUTE.
MUST COMPLY w/ SITE PLAN
GENERAL NOTE #6
PROPERTY LINENORTH
PROJECT
LOCATION
JURUPA AVE
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FWY 10
SLOVER AVE
SANTA ANA AVE
1. THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES
REQUIREMENTS.
2. GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT
AND ALL AMMENDMENTS LISTED ON THE TITLE SHEET
AND FOLLOW ALL RECOMMENDATIONS.
3. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND
CURBS ARE EITHER TO THE CENTER (SHOWN WITH A
CENTERLINE) OR FACE OF THE WALL OR CURB. ALL
DIMESIONS TO FRAMED WALLS ARE EITHER TO THE
CENTER LINE OF THE WALL FRAMING (SHOWN WITH A
CENTERLINE) OR THE FACE OF THE WALL FINISH.
4. REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY
INFORMATION SHOWN ON THE ARCHITECT'S SITE PLAN
AND FOR ADDITIONAL UTILITY INFORMATION. GENERAL
CONTRACTOR TO COORDINATE ALL POINTS OF
CONNECTION.
5. REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES
AND SLOPES. ALL FINISHED GRADES TO PROVIDE
POSITIVE DRAINAGE AWAY FROM THE BUILDING. GENERAL
CONTRACTOR TO FIELD VERIFY.
6. ALL ACCESSIBLE ROUTES INDENTIFIED ON THE SITE PLAN
DRAWINGS SHALL CONFORM TO THE FOLLOWING:
a)SLOPES IN THE DIRECTION OF TRAVEL
DO NOT EXCEED 5%. CROSS SLOPES
DO NOT EXCEED 2%.
6. b)THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0" MIN.
c)CHANGES IN LEVEL UP TO 1/2" COMPLY w/ 11/A0.2.1.
CHANGES IN LEVEL GREATER THAN 1/2" IF THEY OCCUR AR E
RAMPED. SEE PLANS.
d)THE VERTICAL CLEARANCE ALONG THE ACCESSIBLE ROUTE
IS 80" MIN.
7. ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY A MIN . 6"
HIGH, 6" WIDE CONCRETE CURB U.O.N.
8. A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA END OF
THE OPENING SHALL BE PROVIDED @ ALL EXTERIOR GLAZIN G
WHERE THE SILL IS WITHIN 3' VERICAL OF THE FINISHED GRADE.
SEE 2/AD1.1
9. PROVIDE PIPE BOLLARD PROTECTION POSTS AS REQUIRED B Y
UTILITY COMPANIES AND OR FIRE AUTHORITIES AT ALL EX TERIOR
ELECTRICAL EQUIPMENT AND FIRE PREVENTION DEVICES. IF PIPE
BOLLARD PROTECTION POST DETAILS ARE NOT PROVIDED B Y
UTILITY COMPANIES AND OR FIRE AUTHORITY SEE DETAIL 3/AD1.1
10. ALL EXPOSED BIORETENSION DEVICE COVERINGS SHALL BE
PAINTED FORREST GREEN.
11. WHERE OCCURS, GENERAL CONTRACTOR TO PROVIDE FLUID
APPLIED DAMP PROOFING AT ALL RETAINING AND PLANTER
WALLS WHERE THE SIDE OF THE WALL OPPOSITE THE SOIL
SIDE IS EXPOSED TO VIEW AND ALL EXTERIOR WALLS WHER E
THE ADJACENT FLOOR SLAB IS BELOW GRADE. SEE 6/AD1.2
12. PROVIDE A HOSE BIB NEAR THE MAIN BUILDING ENTRANCE THE .
SEE PLAN FOR LOCATION.
60 DOCK DOORS PROPOSED
PROPOSED BUILDING
42' CLEAR
SLAB IS FLAT PER CIVIL
5,000 SF
OFFICE
5,000 SF
MEZZ.
5,000 SF
OFFICE
5,000 SF
MEZZ.
8' - 0"
48' - 0"
TYP.
58' - 0"
19' - 0" 30' - 0" 19' - 0"
50
'
-
0
"
6
0
'
-
0
"
6
0
'
-
0
"
60
'
-
0
"
TYP.
58' - 0" 48' - 0"
8' - 0"
19' - 0" 30' - 0" 19' - 0" 20' - 5" +/-
70
'
-
0
"
55
'
-
0
"
5
5
'
-
0
"
JURUPA AVE.
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48
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"
1140' - 0"
106' - 0" 928' - 0" 106' - 0"
146
ELEC.
ROOM
ROOF
ACCESS
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PUMP
ROOM
1
A1_1
4
A1_1
3
A1_1
A1_2 2
A1_31
3
A1_3
3
A1_3
159
159
15 11
14
14
9
13
1412
1414
14
9
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5
A1_1
FUTURE
OFFICE
30
'
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30' FIRE LANE
30
'
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FUTURE
OFFICE
12 8
12' - 0"
A1_2 1
A1_32
19' - 10" +/-115' - 5" +/-
2
A1_1
1
A1_4
2
A1_4
3
A1_4
PROPOSED BUS TURN-OUT
48
0
'
-
0
"
3
A1_4
SIM
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30
'
B
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1
A1_5
2
A1_5
14
9
5
10
143
114
114
114
114
20' - 0"
178
20' - 0"
70
'
-
0
"
19
'
-
0
"
2
6
'
-
0
"
10
'
-
0
"
19
'
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0
"
2
6
'
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"
2
7
'
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20
'
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10
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20
'
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22
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22
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178
9
10
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6
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35
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1
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8
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1
1
3
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+
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8
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+
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50
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"
135135 135135
156
156
107
10
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1
1
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50
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"
20
'
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0
"
20
'
-
0
"
27
6
'
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0
"
40' - 0" +/-96' - 5" +/-
29
6
'
-
0
1
/
4
"
+
/
-
96' - 3" +/-34' - 5" +/-
174174
16
6
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"
109
TY
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9'
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"
11
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8
"
+
/
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3'
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"
12
'
-
1
1
"
19' - 0"
19' - 0"
10' - 0"
9' - 6"
10' - 0"
26' - 0" 19' - 0"
8' - 6"
5' - 0"
19' - 0"
TY
P
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9'
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0
"
13
'
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"
14
4
'
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0
"
+
/
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14
1
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-
8
"
+
/
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119
96' - 7" +/-34' - 5" +/-
18
'
-
0
"
179179
112
112
111
112
112
111
111
112
111
111
111
112
111
112
111
111 112
112
112
112
111
111
DR
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50
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R 19' - 0"
R
1
9' -
0
"
R
4
8
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"
R 4 8 ' - 0 "
R 4 8 ' - 0 "
R 48' - 0"
R 19' - 0"
R
1
9
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30
1
'
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0
1
/
4
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+
/
-
DR
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35
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20' - 0"19' - 0" 30' - 0" 19' - 0"
60
'
-
4
"
+
/
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18
'
-
4
"
+
/
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21
0
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0
"
+
/
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22
1
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4
"
+
/
-
R
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"
R 4 0' - 0"
R 18' - 0"
R
2
0
'
-
0
"
27' - 0"
27' - 0"
5' - 0"
8' - 6"
180180
5'
-
7
"
+
/
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PR
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3/24/2025 9:31:16 AM
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03.26.2025
A1
SITE PLAN
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KEYNOTES
LOT AREA
(EXCL. OF
BLDG)
% LANDSCAPING
REQUIRED
AREA LANDSCAPING
PROVIDED
% LANDSCAPING
PROVIDED
487191 SF 15% 109990 SF 22.6%
SQUARE FOOTAGE ACRES
NET
969431 SF 22.26
SPACE TYPE SPACES REQUIRED
STANDARD STALLS 55
STANDARD ACCESSIBLE STALLS 3
VAN ACCESSIBLE STALLS 2
EV CAPABLE STALL (w/o EVSE) 55
EVCS (EV CAPABLE STALL w/
EVSE)
1
STANDARD ACCESSIBLE EVCS
(EV CAPABLE STALL w/ EVSE)
1
VAN ACCESSIBLE EVCS (EV
CAPABLE STALL w/ EVSE)
2
AMBULATORY ACCESSIBLE EVCS
(EV CAPABLE STALL w/ EVSE)
2
TOTAL 121
SPACE TYPE SPACES PROVIDED
STANDARD STALLS 110
STANDARD ACCESSIBLE STALLS 5
VAN ACCESSIBLE STALLS 2
EV CAPABLE STALL (w/o EVSE) 106
EVCS (EV CAPABLE STALL w/
EVSE)
1
STANDARD ACCESSIBLE EVCS
(EV CAPABLE STALL w/ EVSE)
4
VAN ACCESSIBLE EVCS (EV
CAPABLE STALL w/ EVSE)
2
AMBULATORY ACCESSIBLE EVCS
(EV CAPABLE STALL w/ EVSE)
4
TOTAL 234
99 128
NAME AREA
LEVEL 01
WAREHOUSE 472240 SF
OFFICE 5000 SF
OFFICE 5000 SF
482240 SF
MEZZANINE
OFFICE 5000 SF
OFFICE 5000 SF
10000 SF
GROUND LEVEL + MEZZANINE
WAREHOUSE 472240 SF
OFFICE 20000 SF
TOTAL BUILDING AREA 492240 SF
SITE LEGENDSITE PLAN GENERAL NOTESSCOPE OF WORK
CONSTRUCT NEW ONE STORY + MEZZANINE CONCRETE TILT-U P
WAREHOUSE/DISTRIBUTION FACILITY WITH ELECTRICAL AND PLUMBING SERVICES,
EXTERIOR LIGHTING, LANDSCAPING & IRRIGATION, TRASH ENCLOSURES, CONCRETE
SCREEN WALLS, AND SLIDING/SWINGING METAL GATES. FIR E SPRINKLER AND GRADING
PLANS TO BE A SEPARATE SUBMITTAL AND PERMIT
LEGAL DESCRIPTION & ZONING
LEGAL DESCRIPTION: SEE CIVIL DRAWINGS.
ASSESSOR'S PARCEL NO: 0237-121-03 & 0237-122-07
A1 SITE PLAN
A1_1 ENLARGED SITE PLANS
A1_2 GATE & FENCE ELEVATIONS
A1_3 GATE & FENCE ELEVATIONS
A1_4 LINE OF SIGHT
A1_5 LINE OF SIGHT
A2_1 GROUND LEVEL FLOOR PLANS
A2_2 MEZZANINE LEVEL FLOOR PLANS
A3 ROOF PLAN
A4_1 EXTERIOR ELEVATIONS
A4_2 COLOR ELEVATIONS
A4_3 RENDERINGS
A5 COLOR BOARD
C1 CONCEPT GRADING PLAN
C2 CONCEPT GRADING SECTIONS
C3 CONCEPT UTILITY PLAN
L1 PRELIMINARY LANDSCAPE PLAN
L2 PRELIMINARY LANDSCAPE PLAN
FC-1.0 PHOTOMETRIC PLAN
SHEET INDEX
PROLOGIS
3546 CONCOURSE ST., SUITE 100
ONTARIO CA 91764
CONTACT: D.J. ARELLANO
PHONE: 562.376.92333
EMAIL: DARELLANO@PROLOGIS.COM
DEVELOPER/OWNER
HERDMAN ARCHITECTURE & DESIGN, INC.
3800 E. COAST HIGHWAY STE 6
CORONA DEL MAR, CA 92625
CONTACT: BRIDGET HERDMAN
PHONE: 714.389.2800
EMAIL: PROJECTADMIN@HERDMAN-AD.COM
APPLICANT'S REPRESENTATIVE/ARCHITECT
VICINITY MAP
TOTAL PARKING REQUIRED
REQUIRED PARKING BREAKDOWN
PARKING PROVIDED
TRAILER PARKING
PROVIDED
TRAILER PARKING
REQUIRED 1/5000
LANDSCAPE AREA SUMMARY
BUILDING AREA SUMMARY
FLOOR AREA RATIO
LOT AREA
BUILDING AREA SITE AREA FAR ALLOWABLE FAR PROVIDED
492240 SF 969431 SF 55% 50.8%
107 (N) SIDEWALK.
109 (N) TRANSFORMER LOCATION.
111 TYP U.O.N., STANDARD PARKING STALL. 9'-0" WIDE x 19'-0"
DEEP
112 EV (ELECTRIC VEHICLE) CAPABLE PARKING STALL.
PROVIDE FOR FUTURE EVSE (ELECTRIC VEHICLE SUPPLY
EQUIPMENT). MATCH STANDARD STALL SIZE
114 ACCESSIBLE PARKING SITE ENTRANCE SIGN.
119 TRUCK TRAILER PARKING STALL.
135 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT 8'ABOVE
HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES
AND TOP OF WALL. SEE PLANS FOR COLOR SCHEDULE.
143 PAINTED STEEL ROLLING GATE(S). MIN HEIGHT 8' ABOVE
HIGHEST ADJACENT FINISHED GRADE OR AS SHOWN ON
EXTERIOR ELEVATIONS. PROVIDE KNOX BOX AS REQUIRED
BY FIRE AUTHORITY.
146 2 POSITION BIKE RACK.
156 FUTURE GUARD SHACK.
159 MONUMENT SIGN.
174 12"h x 6"w CONCRETE CURB TYP @ ALL CURBS IN TRUCK
COURT AREA.
178 20' WIDE EMERGENCY VEHICLE ACCESS POINT WITH A
MANUAL GATE, LESS THAN 14% GRADE (SEE CIVIL &
LANDSCAPE DWGS).
179 EXISTING SCREEN WALL ON NEIGHBORING PROPERTY.
180 EXISTING CURB ALONG PROPERTY LINE.
BUILDING USE BUILDING AREA PARKING RATIO 1/X REQ. PARKING
OFFICE 20000 SF 5000 4
WAREHOUSE 20000 SF 1000 20
WAREHOUSE 20000 SF 2000 10
WAREHOUSE 432240 SF 5000 87
TOTAL 492240 SF 121
BUILDING ADDRESS:14970 JURUPA AVE.
CONSTRUCTION TYPE:III-B
OCCUPANCY:B / S -1
FIRE SPRINKLER:YES (ESFR NFPA 72, NFPA 13 & NFPA 24)
CLEAR HEIGHT:42' @ 6" INSIDE FIRST COLUMN LINE
ZONING:
GENERAL PLAN:IL (LIGHT INDUSTRIAL)
SPECIFIC PLAN:JURUPA NORTH RESERACH &
DEVELOPMENT DISTRICT (JND) -
SOUTHWEST INDUSTRIAL PARK S.P.
FEMA FLOOD ZONE: NO FLOOD ZONE
BUILDING SETBACKS:
FRONT SETBACK: 30'
SIDE SETBACK:20'
REAR SETBACK:-
MAX. HEIGHT: 60'
ALLOWABLE AREA:
UNLIMITED AREA PER CBC 507 OR X SF PER TABLE 506.2
PROJECT INFORMATION & AREA ANALYSIS
A1 Scale. 1" = 50'-0"
PROPOSED SITE PLAN1
PROJECT DESCRIPTION
THE APPLICANT FOR THE PROPOSED PROJECT IS REQUESTIN G APPROVAL FROM
THE CITY OF FONTANA TO REMOVE EXISTING STRUCTURES F ROM THE SITE AND TO
CONSTRUCT A NEW 492,240 SF LOGISTICS AND DISTRIBUTION FACILITY WITH
PARKING, LANDSCAPINNG, AND ON-SITE IMPROVEMENTS.
LANDSCAPE AREA
CONCRETE PAVING WHEN OCCURS
@ PARKING AREAS, DRIVE AISLES,
& OR TRUCK COURT. SEE CIVIL
DRAWINGS FOR PAVING SECTIONS
FIRE HYDRANT. PROVIDE PIPE
BOLLARD PROTECTION POSTS AS
REQUIRED BY THE FIRE
AUTHORITY. SEE 3/AD1.1
STREET LIGHT
INDICATES AN ACCESSIBLE ROUTE.
MUST COMPLY w/ SITE PLAN
GENERAL NOTE #6
PROPERTY LINE
NOTES:
1. ALL IMPERFECTIONS ON THE SURFACE OF THE CONCRETE
WALL PANELS SHALL BE PATCHED / SACKED / SANDED
SMOOTH PRIOR TO PAINTING.
2. ALL INTERIOR AND EXTERIOR FABRICATED STEEL SHALL BE
SHOP PRIMED WITH A GRAY, RUST INHIBITIVE PRIMER
PRIOR TO DELIVERY TO THE JOB SITE. ANY AND ALL
DAMAGE TO THE PRIMER COAT SHALL BE TOUCHED UP
PRIOR TO ADDITIONAL FINAL COLOR PAINTING OR
COMPLETION OF THE PROJECT.
3. PAINT MAN DOORS, STAIR & RAMP GUARD WALLS, GUARD
RAILS, DOWN SPOUTS, LOUVERS, & ROOF LEVEL WALL
PANEL RETURNS TO MATCH ADJACENT BUILDING WALL
COLOR, U.O.N.
4. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO BE "A"
INTERIOR SIDE TO BE PRE-FINISHED WITH
MANUFACTURER'S LIGHT GRAY.
5. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO
PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL
IMPEDE THE PRIMER COAT FROM ADHERING TO THE
WALLS.
6. PAINT EXTERIOR WALLS w/ 1- COAT SPRAYED AND BACK
ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON
FLAT FINISH IN THE FINAL WALL COLOR. FINISHED JOB
SHALL BE SMOOTH AND FREE OF LAPPING AND OR
STREAKING, REGARDLESS OF THE COLOR.
7. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL
PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1.
8. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE
COLOR OF THE TRELLIS.
9. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR
BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE
OR BELOW THE BROW TO MATCH THE BROW COLOR.
10. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACEN T
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
11. U.O.N., PAINT THE SIDE OPPOSITE THE SIDE SHOWN OF
SCREEN WALLS THE SAME COLOR AS THE SIDE SHOWN. IF
THERE ARE TWO COLORS SHOWN, USE THE BASE COLOR.
12. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
EXTERIOR PAINT COLOR:
PLD-9 PURE WHITE
EXTERIOR PAINT COLOR:
PLD-6 STABLE
EXTERIOR PAINT COLOR:
PLD-7 LIQUORICE TINT
EXTERIOR PAINT COLOR:
PLD-8 DRAKE
EXTERIOR PAINT COLOR:
PLD-5 NEW DARK GREEN
ACM PANEL COLOR:
CHARCOAL ANODIZED
PAINT COLOR FOR EXPOSED STEEL BROW
& CANOPY FRAMING, WALL BEHIND OPEN
TRELLIS (KEY NOTE 428, OR 429) WHEN
OCCURS & TRASH ENCLOSURE METAL
ROOF, ROOF BEAMS, & SUPPORT
COLUMNS.
ACM PANEL COLOR:GREEN ANODIZED
EXTERIOR STOREFRONT FRAMING COLOR:
CLEAR ANODIZED MULLION
EXTERIOR GLASS COLOR FOR SINGLE
GLAZING & EXTERIOR LAYER OF
INSULATED GLASS: GREEN.
EXTERIOR GLASS COLOR FOR THE INNER
LAYER OF INSULATED GLASS: CLEAR
GLASS
A
B
C
D
E
F
G
H
1. THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES
REQUIREMENTS.
2. GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT
AND ALL AMMENDMENTS LISTED ON THE TITLE SHEET
AND FOLLOW ALL RECOMMENDATIONS.
3. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND
CURBS ARE EITHER TO THE CENTER (SHOWN WITH A
CENTERLINE) OR FACE OF THE WALL OR CURB. ALL
DIMESIONS TO FRAMED WALLS ARE EITHER TO THE
CENTER LINE OF THE WALL FRAMING (SHOWN WITH A
CENTERLINE) OR THE FACE OF THE WALL FINISH.
4. REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY
INFORMATION SHOWN ON THE ARCHITECT'S SITE PLAN
AND FOR ADDITIONAL UTILITY INFORMATION. GENERAL
CONTRACTOR TO COORDINATE ALL POINTS OF
CONNECTION.
5. REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES
AND SLOPES. ALL FINISHED GRADES TO PROVIDE
POSITIVE DRAINAGE AWAY FROM THE BUILDING. GENERAL
CONTRACTOR TO FIELD VERIFY.
6. ALL ACCESSIBLE ROUTES INDENTIFIED ON THE SITE PLAN
DRAWINGS SHALL CONFORM TO THE FOLLOWING:
a. SLOPES IN THE DIRECTION OF TRAVEL DO NOT
EXCEED 5%. CROSS SLOPES DO NOT EXCEED 2%.
b. THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0" MIN.
c. CHANGES IN LEVEL UP TO 1/2" COMPLY w/ 11/A0.2.1.
CHANGES IN LEVEL GREATER THAN 1/2" IF THEY
OCCUR ARE RAMPED. SEE PLANS.
d. THE VERTICAL CLEARANCE ALONG THE ACCESSIBLE
ROUTE IS 80" MIN.
7. ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY A
MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N.
8. A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA END
OF THE OPENING SHALL BE PROVIDED @ ALL EXTERIOR
GLAZING WHERE THE SILL IS WITHIN 3' VERICAL OF THE
FINISHED GRADE. SEE 2/AD1.1
9. PROVIDE PIPE BOLLARD PROTECTION POSTS AS
REQUIRED BY UTILITY COMPANIES AND OR FIRE
AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT
AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD
PROTECTION POST DETAILS ARE NOT PROVIDED BY
UTILITY COMPANIES AND OR FIRE AUTHORITY SEE DETAIL
3/AD1.1
10. ALL EXPOSED BIORETENSION DEVICE COVERINGS SHALL
BE PAINTED FORREST GREEN.
11. WHERE OCCURS, GENERAL CONTRACTOR TO PROVIDE
FLUID APPLIED DAMP PROOFING AT ALL RETAINING AND
PLANTER WALLS WHERE THE SIDE OF THE WALL
OPPOSITE THE SOIL SIDE IS EXPOSED TO VIEW AND ALL
EXTERIOR WALLS WHERE THE ADJACENT FLOOR SLAB IS
BELOW GRADE. SEE 6/AD1.2
12. PROVIDE A HOSE BIB NEAR THE MAIN BUILDING
ENTRANCE THE . SEE PLAN FOR LOCATION.
116
115
117
176
113
162
163
110
110
123
6" 3' - 0"
163
121
120
122
9'
-
0
"
1
0
'
-
0
"
5
'
-
0
"
9
'
-
0
"
9
'
-
0
"
5
'
-
0
"
1
2
'
-
0
"
2'
-
0
"
106
112
117
110
115
115
162
110
121
163
6" 3' - 6"
9'
-
0
"
5
'
-
0
"
9
'
-
0
"
1
2
'
-
0
"
5
'
-
0
"
9
'
-
0
"
117
123
146
146
176
115
112
162
106
163
110
3' - 6" 6"
121
5'
-
0
"
9
'
-
0
"
123
115
116
117
163 176
120
122
162
110
110
121
0"
1
5
'
-
0
"
9
'
-
0
"
1
2
'
-
0
"
5
'
-
0
"
9
'
-
0
"
2
'
-
0
"
123
123
6"
1'
-
6
"
5'
-
0
"
1'
-
6
"
6"
9'
-
0
"
R 3' - 0"
R 3 ' - 0 "
19' - 0"
106
@
E
N
D
O
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C
U
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2'
-
0
"
T
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.
PR
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3/24/2025 9:31:20 AM
6T
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A24-2007
14
9
7
0
J
U
R
U
P
A
A
V
E
.
FO
N
T
A
N
A
,
C
A
03.26.2025
A1_1
ENLARGED
SITE PLANS
MT
N
V
I
E
W
I
N
D
P
A
R
K
1
3
KEYNOTES
EXTERIOR COLOR SCHEDULE
106 @ SHADING, PROPOSED LANDSCAPING. SEE LANDSCAPE
PLANS.
110 ACCESS AISLE FOR ACCESSIBLE PARKING STALL. 5'-0"
WIDE
112 EV (ELECTRIC VEHICLE) CAPABLE PARKING STALL.
PROVIDE FOR FUTURE EVSE (ELECTRIC VEHICLE SUPPLY
EQUIPMENT). MATCH STANDARD STALL SIZE
113 EVCS (ELECTRIC VEHICLE CHARGING STATION). PROVIDE
EVSE (ELECTRIC VEHICLE SUPPLY EQUIPMENT). MATCH
STANDARD STALL SIZE.
115 STANDARD ACCESSIBLE PARKING STALL. 9'-0" WIDE x
DEPTH OF STANDARD STALL.
116 VAN ACCESSIBLE PARKING STALL. 12'-0" WIDE x DEPTH OF
STANDARD STALL
117 STANDARD ACCESSIBLE EVCS (ELECTRICAL VEHICLE
CHARGING STATION). 9'-0" WIDE x DEPTH OF STANDARD
STALL. PROVIDE ELECTRIC VEHICLE SUPPLY EQUIPMENT.
120 TRUNCATED DOME DETECTABLE WARNING SURFACE. MIN
3'-0" DEEP IN THE DIRECTION OF TRAVEL.
121 PRECAST CONCRETE WHEEL STOP.
122 ZERO CURB FACE.
123 CURB RAMP. 8.33% MAX SLOPE w/ 2% MAX CROSS SLOPE.
146 2 POSITION BIKE RACK.
162 ACCESSIBLE BUILDING ENTRANCE.
163 FUTURE EVCS CHARGING EQUIPMENT.
176 AMBULATORY ACCESSIBLE EVCS (ELECTRICAL VEHICLE
CHARGING STATION). 10'-0" WIDE x DEPTH OF STANDARD
STALL. PROVIDE ELECTRIC VEHICLE SUPPLY EQUIPMENT.
SITE PLAN GENERAL NOTES
SITE LEGEND
A1_1 Scale. 1/8" = 1'-0"
ENLARGED SITE PLAN NORTHWEST CORNER1
A1_1 Scale. 1/8" = 1'-0"
ENLARGED SITE PLAN SOUTH WEST CORNER2
A1_1 Scale. 1/8" = 1'-0"
ENLARGED SITE PLAN SOUTH EAST CORNER3
A1_1 Scale. 1/8" = 1'-0"
ENLARGED SITE PLAN NORTHEAST CORNER4
A1_1 Scale. 1/8" = 1'-0"
ENLARGED PLANTER PLAN5
NOTES:
1. ALL IMPERFECTIONS ON THE SURFACE OF THE CONCRETE
WALL PANELS SHALL BE PATCHED / SACKED / SANDED
SMOOTH PRIOR TO PAINTING.
2. ALL INTERIOR AND EXTERIOR FABRICATED STEEL SHALL BE
SHOP PRIMED WITH A GRAY, RUST INHIBITIVE PRIMER
PRIOR TO DELIVERY TO THE JOB SITE. ANY AND ALL
DAMAGE TO THE PRIMER COAT SHALL BE TOUCHED UP
PRIOR TO ADDITIONAL FINAL COLOR PAINTING OR
COMPLETION OF THE PROJECT.
3. PAINT MAN DOORS, STAIR & RAMP GUARD WALLS, GUARD
RAILS, DOWN SPOUTS, LOUVERS, & ROOF LEVEL WALL
PANEL RETURNS TO MATCH ADJACENT BUILDING WALL
COLOR, U.O.N.
4. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO BE "A"
INTERIOR SIDE TO BE PRE-FINISHED WITH
MANUFACTURER'S LIGHT GRAY.
5. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO
PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL
IMPEDE THE PRIMER COAT FROM ADHERING TO THE
WALLS.
6. PAINT EXTERIOR WALLS w/ 1- COAT SPRAYED AND BACK
ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON
FLAT FINISH IN THE FINAL WALL COLOR. FINISHED JOB
SHALL BE SMOOTH AND FREE OF LAPPING AND OR
STREAKING, REGARDLESS OF THE COLOR.
7. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL
PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1.
8. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE
COLOR OF THE TRELLIS.
9. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR
BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE
OR BELOW THE BROW TO MATCH THE BROW COLOR.
10. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACEN T
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
11. U.O.N., PAINT THE SIDE OPPOSITE THE SIDE SHOWN OF
SCREEN WALLS THE SAME COLOR AS THE SIDE SHOWN. IF
THERE ARE TWO COLORS SHOWN, USE THE BASE COLOR.
12. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
EXTERIOR PAINT COLOR:
PLD-9 PURE WHITE
EXTERIOR PAINT COLOR:
PLD-6 STABLE
EXTERIOR PAINT COLOR:
PLD-7 LIQUORICE TINT
EXTERIOR PAINT COLOR:
PLD-8 DRAKE
EXTERIOR PAINT COLOR:
PLD-5 NEW DARK GREEN
ACM PANEL COLOR:
CHARCOAL ANODIZED
PAINT COLOR FOR EXPOSED STEEL BROW
& CANOPY FRAMING, WALL BEHIND OPEN
TRELLIS (KEY NOTE 428, OR 429) WHEN
OCCURS & TRASH ENCLOSURE METAL
ROOF, ROOF BEAMS, & SUPPORT
COLUMNS.
ACM PANEL COLOR:GREEN ANODIZED
EXTERIOR STOREFRONT FRAMING COLOR:
CLEAR ANODIZED MULLION
EXTERIOR GLASS COLOR FOR SINGLE
GLAZING & EXTERIOR LAYER OF
INSULATED GLASS: GREEN.
EXTERIOR GLASS COLOR FOR THE INNER
LAYER OF INSULATED GLASS: CLEAR
GLASS
A
B
C
D
E
F
G
H
A
135 402402
26' - 0" 26' - 0" 24' - 0"
145
24' - 4"6' - 3" +/-
TC 961
975.63 T.O.W.
965.13 FF
976.63 T.O.W.
TO TOP OF TRUCK
14' - 0"
*ALL GRADE CALL-OUTS FROM CIVIL GRADING PLANS
10
'
-
8
"
+
/
-
1. THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES
REQUIREMENTS.
2. GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT
AND ALL AMMENDMENTS LISTED ON THE TITLE SHEET
AND FOLLOW ALL RECOMMENDATIONS.
3. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND
CURBS ARE EITHER TO THE CENTER (SHOWN WITH A
CENTERLINE) OR FACE OF THE WALL OR CURB. ALL
DIMESIONS TO FRAMED WALLS ARE EITHER TO THE
CENTER LINE OF THE WALL FRAMING (SHOWN WITH A
CENTERLINE) OR THE FACE OF THE WALL FINISH.
4. REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY
INFORMATION SHOWN ON THE ARCHITECT'S SITE PLAN
AND FOR ADDITIONAL UTILITY INFORMATION. GENERAL
CONTRACTOR TO COORDINATE ALL POINTS OF
CONNECTION.
5. REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES
AND SLOPES. ALL FINISHED GRADES TO PROVIDE
POSITIVE DRAINAGE AWAY FROM THE BUILDING. GENERAL
CONTRACTOR TO FIELD VERIFY.
6. ALL ACCESSIBLE ROUTES INDENTIFIED ON THE SITE PLAN
DRAWINGS SHALL CONFORM TO THE FOLLOWING:
a. SLOPES IN THE DIRECTION OF TRAVEL DO NOT
EXCEED 5%. CROSS SLOPES DO NOT EXCEED 2%.
b. THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0" MIN.
c. CHANGES IN LEVEL UP TO 1/2" COMPLY w/ 11/A0.2.1.
CHANGES IN LEVEL GREATER THAN 1/2" IF THEY
OCCUR ARE RAMPED. SEE PLANS.
d. THE VERTICAL CLEARANCE ALONG THE ACCESSIBLE
ROUTE IS 80" MIN.
7. ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY A
MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N.
8. A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA END
OF THE OPENING SHALL BE PROVIDED @ ALL EXTERIOR
GLAZING WHERE THE SILL IS WITHIN 3' VERICAL OF THE
FINISHED GRADE. SEE 2/AD1.1
9. PROVIDE PIPE BOLLARD PROTECTION POSTS AS
REQUIRED BY UTILITY COMPANIES AND OR FIRE
AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT
AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD
PROTECTION POST DETAILS ARE NOT PROVIDED BY
UTILITY COMPANIES AND OR FIRE AUTHORITY SEE DETAIL
3/AD1.1
10. ALL EXPOSED BIORETENSION DEVICE COVERINGS SHALL
BE PAINTED FORREST GREEN.
11. WHERE OCCURS, GENERAL CONTRACTOR TO PROVIDE
FLUID APPLIED DAMP PROOFING AT ALL RETAINING AND
PLANTER WALLS WHERE THE SIDE OF THE WALL
OPPOSITE THE SOIL SIDE IS EXPOSED TO VIEW AND ALL
EXTERIOR WALLS WHERE THE ADJACENT FLOOR SLAB IS
BELOW GRADE. SEE 6/AD1.2
12. PROVIDE A HOSE BIB NEAR THE MAIN BUILDING
ENTRANCE THE . SEE PLAN FOR LOCATION.
150143150
24' - 0" 20' - 0" 10' - 0" 20' - 0" 26' - 0"
402135402
1
A1_5
145
143
5' - 1" +/-
TC 964.9
TC 964.1 TC 963.7
975.9 T.O.W.
ALIGN WITH (E)
SCREEN WALL AT
NEIGHBORING
PROPERTY
977.63 T.O.W.
965.13 FF
TO TOP OF TRUCK
14' - 0"
974.63 T.O.W.
977.63 T.O.W.
*ALL GRADE CALL-OUTS FROM CIVIL GRADING PLANS
11
'
-
0
"
+
/
-
PR
O
J
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3/24/2025 9:31:21 AM
6T
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A24-2007
14
9
7
0
J
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R
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A
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E
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FO
N
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A
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A
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C
A
03.26.2025
A1_2
GATE & FENCE
ELEVATIONS
MT
N
V
I
E
W
I
N
D
P
A
R
K
1
3
KEYNOTES
SITE PLAN GENERAL NOTES
EXTERIOR COLOR SCHEDULE
135 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT 8'ABOVE
HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES
AND TOP OF WALL. SEE PLANS FOR COLOR SCHEDULE.
143 PAINTED STEEL ROLLING GATE(S). MIN HEIGHT 8' ABOVE
HIGHEST ADJACENT FINISHED GRADE OR AS SHOWN ON
EXTERIOR ELEVATIONS. PROVIDE KNOX BOX AS REQUIRED
BY FIRE AUTHORITY.
145 PAINTED STEEL SWINGING PEDESTRIAN GATE. WHEN
OCCURS IN TUBE STEEL FENCE, ALIGN TOP w/ FENCE
HEIGHT. WHEN OCCURS IN CONCRETE SCREEN WALL,
U.O.N., ALIGN TOP w/ SCREEN WALL. PROVIDE KNOX BOX
AS REQUIRED BY FIRE AUTHORITY.
150 STEEL PIPE BOLLARD PROTECTION POST.
402 WALL REVEAL.
A1_2 Scale. 1/4" = 1'-0"
NORTHWEST GATE & TYPICAL SCREEN WALL ELEVATION2
A1_2 Scale. 1/4" = 1'-0"
NORTHWEST GATE & TYPICAL SCREEN WALL ELEVATION1
NOTES:
1. ALL IMPERFECTIONS ON THE SURFACE OF THE CONCRETE
WALL PANELS SHALL BE PATCHED / SACKED / SANDED
SMOOTH PRIOR TO PAINTING.
2. ALL INTERIOR AND EXTERIOR FABRICATED STEEL SHALL BE
SHOP PRIMED WITH A GRAY, RUST INHIBITIVE PRIMER
PRIOR TO DELIVERY TO THE JOB SITE. ANY AND ALL
DAMAGE TO THE PRIMER COAT SHALL BE TOUCHED UP
PRIOR TO ADDITIONAL FINAL COLOR PAINTING OR
COMPLETION OF THE PROJECT.
3. PAINT MAN DOORS, STAIR & RAMP GUARD WALLS, GUARD
RAILS, DOWN SPOUTS, LOUVERS, & ROOF LEVEL WALL
PANEL RETURNS TO MATCH ADJACENT BUILDING WALL
COLOR, U.O.N.
4. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO BE "A"
INTERIOR SIDE TO BE PRE-FINISHED WITH
MANUFACTURER'S LIGHT GRAY.
5. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO
PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL
IMPEDE THE PRIMER COAT FROM ADHERING TO THE
WALLS.
6. PAINT EXTERIOR WALLS w/ 1- COAT SPRAYED AND BACK
ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON
FLAT FINISH IN THE FINAL WALL COLOR. FINISHED JOB
SHALL BE SMOOTH AND FREE OF LAPPING AND OR
STREAKING, REGARDLESS OF THE COLOR.
7. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL
PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1.
8. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE
COLOR OF THE TRELLIS.
9. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR
BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE
OR BELOW THE BROW TO MATCH THE BROW COLOR.
10. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACEN T
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
11. U.O.N., PAINT THE SIDE OPPOSITE THE SIDE SHOWN OF
SCREEN WALLS THE SAME COLOR AS THE SIDE SHOWN. IF
THERE ARE TWO COLORS SHOWN, USE THE BASE COLOR.
12. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
EXTERIOR PAINT COLOR:
PLD-9 PURE WHITE
EXTERIOR PAINT COLOR:
PLD-6 STABLE
EXTERIOR PAINT COLOR:
PLD-7 LIQUORICE TINT
EXTERIOR PAINT COLOR:
PLD-8 DRAKE
EXTERIOR PAINT COLOR:
PLD-5 NEW DARK GREEN
ACM PANEL COLOR:
CHARCOAL ANODIZED
PAINT COLOR FOR EXPOSED STEEL BROW
& CANOPY FRAMING, WALL BEHIND OPEN
TRELLIS (KEY NOTE 428, OR 429) WHEN
OCCURS & TRASH ENCLOSURE METAL
ROOF, ROOF BEAMS, & SUPPORT
COLUMNS.
ACM PANEL COLOR:GREEN ANODIZED
EXTERIOR STOREFRONT FRAMING COLOR:
CLEAR ANODIZED MULLION
EXTERIOR GLASS COLOR FOR SINGLE
GLAZING & EXTERIOR LAYER OF
INSULATED GLASS: GREEN.
EXTERIOR GLASS COLOR FOR THE INNER
LAYER OF INSULATED GLASS: CLEAR
GLASS
A
B
C
D
E
F
G
H
1. THE SITE PLAN SHALL MEET ALL ENGINEERING & NPDES
REQUIREMENTS.
2. GENERAL CONTRACTOR TO REVIEW THE SOILS REPORT
AND ALL AMMENDMENTS LISTED ON THE TITLE SHEET
AND FOLLOW ALL RECOMMENDATIONS.
3. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS AND
CURBS ARE EITHER TO THE CENTER (SHOWN WITH A
CENTERLINE) OR FACE OF THE WALL OR CURB. ALL
DIMESIONS TO FRAMED WALLS ARE EITHER TO THE
CENTER LINE OF THE WALL FRAMING (SHOWN WITH A
CENTERLINE) OR THE FACE OF THE WALL FINISH.
4. REFER TO CIVIL, AND MEP PLANS TO CONFIRM UTILITY
INFORMATION SHOWN ON THE ARCHITECT'S SITE PLAN
AND FOR ADDITIONAL UTILITY INFORMATION. GENERAL
CONTRACTOR TO COORDINATE ALL POINTS OF
CONNECTION.
5. REFER TO CIVIL DRAWINGS FOR ALL FINISHED GRADES
AND SLOPES. ALL FINISHED GRADES TO PROVIDE
POSITIVE DRAINAGE AWAY FROM THE BUILDING. GENERAL
CONTRACTOR TO FIELD VERIFY.
6. ALL ACCESSIBLE ROUTES INDENTIFIED ON THE SITE PLAN
DRAWINGS SHALL CONFORM TO THE FOLLOWING:
a. SLOPES IN THE DIRECTION OF TRAVEL DO NOT
EXCEED 5%. CROSS SLOPES DO NOT EXCEED 2%.
b. THE CLEAR WIDTH OF ALL WALKWAYS IS 4'-0" MIN.
c. CHANGES IN LEVEL UP TO 1/2" COMPLY w/ 11/A0.2.1.
CHANGES IN LEVEL GREATER THAN 1/2" IF THEY
OCCUR ARE RAMPED. SEE PLANS.
d. THE VERTICAL CLEARANCE ALONG THE ACCESSIBLE
ROUTE IS 80" MIN.
7. ALL PAVED AND LANDSCAPED AREAS TO BE BOUND BY A
MIN. 6" HIGH, 6" WIDE CONCRETE CURB U.O.N.
8. A CONCRETE MOW STRIP EXTENDING 12" BEYOND EA END
OF THE OPENING SHALL BE PROVIDED @ ALL EXTERIOR
GLAZING WHERE THE SILL IS WITHIN 3' VERICAL OF THE
FINISHED GRADE. SEE 2/AD1.1
9. PROVIDE PIPE BOLLARD PROTECTION POSTS AS
REQUIRED BY UTILITY COMPANIES AND OR FIRE
AUTHORITIES AT ALL EXTERIOR ELECTRICAL EQUIPMENT
AND FIRE PREVENTION DEVICES. IF PIPE BOLLARD
PROTECTION POST DETAILS ARE NOT PROVIDED BY
UTILITY COMPANIES AND OR FIRE AUTHORITY SEE DETAIL
3/AD1.1
10. ALL EXPOSED BIORETENSION DEVICE COVERINGS SHALL
BE PAINTED FORREST GREEN.
11. WHERE OCCURS, GENERAL CONTRACTOR TO PROVIDE
FLUID APPLIED DAMP PROOFING AT ALL RETAINING AND
PLANTER WALLS WHERE THE SIDE OF THE WALL
OPPOSITE THE SOIL SIDE IS EXPOSED TO VIEW AND ALL
EXTERIOR WALLS WHERE THE ADJACENT FLOOR SLAB IS
BELOW GRADE. SEE 6/AD1.2
12. PROVIDE A HOSE BIB NEAR THE MAIN BUILDING
ENTRANCE THE . SEE PLAN FOR LOCATION.
A
150
24' - 4" 24' - 2" 26' - 0" 26' - 0"
143
402402
135
145
TC 961
TC 963.9
TO TOP OF TRUCK
14'
- 0"
976.63 T.O.W.
976.63 T.O.W.
977.63 T.O.W.
965.13 FF TO
T
O
P
O
F
T
R
U
C
K
14
'
-
0
"
10' - 5" +/-
10
'
-
6
"
+
/
-
150
135
402402
30' - 5 1/8" 10' - 0" 20' - 0" 26' - 0" 26' - 0"
150
2
A1_5
143
143
TC 963.9
TC 964.6
TC 966.3
978.63 T.O.W.978.6 T.O.W.
ALIGN WITH (E) SCREEN
WALL AT NEIGHBORING
PROPERTY
156
977.63 T.O.W.
965.13 FF
TOP OF TRUCK
14' - 0"
979.63 T.O.W.
6' - 7" +/-10' - 5" +/-
12
'
-
4
"
+
/
-
A1_3
4
A1_35
A1_3 6
A1_3
7
13' - 6"
135
164
142
141
TYP.8'
-
8
"
8
'
-
8
"
7
'
-
0
"
8' - 0"5' - 6"
CLEAR
5' - 0"
120
17
'
-
4
"
150
24
'
-
4
"
142
135
120
150
135
A
141141141141141
6'
-
0
"
2'
-
6
"
142
150
A
135
141141141141141 2'
-
6
"
150
172
A1_3 Scale. 1/4" = 1'-0"
NORTHEAST GATE & TYPICAL SCREEN WALL ELEVATION1
A1_3 Scale. 1/4" = 1'-0"
ENLARGED WEST TRASH ENCLOSURE PLAN3
A1_3 Scale. 1/4" = 1'-0"
NORTH TRASH ENCLOSURE ELEVATION4
A1_3 Scale. 1/4" = 1'-0"
EAST TRASH ENCLOSURE ELEVATION5
A1_3 Scale. 1/4" = 1'-0"
WEST TRASH ENCLOSURE ELEVATION6
A1_3 Scale. 1/4" = 1'-0"
SOUTH TRASH ENCLOSURE ELEVATION7
A1_3 Scale. 1/4" = 1'-0"
NORTHEAST GATE & TYPICAL SCREEN WALL ELEVATION2
PR
O
J
E
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3/24/2025 9:31:25 AM
6T
H
E
N
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E
M
E
N
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B
M
I
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A
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A24-2007
14
9
7
0
J
U
R
U
P
A
A
V
E
.
FO
N
T
A
N
A
,
C
A
03.26.2025
A1_3
GATE & FENCE
ELEVATIONS
MT
N
V
I
E
W
I
N
D
P
A
R
K
1
3
KEYNOTES
SITE PLAN GENERAL NOTES
EXTERIOR COLOR SCHEDULE
120 TRUNCATED DOME DETECTABLE WARNING SURFACE. MIN
3'-0" DEEP IN THE DIRECTION OF TRAVEL.
135 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT 8'ABOVE
HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES
AND TOP OF WALL. SEE PLANS FOR COLOR SCHEDULE.
141 PAINTED STEEL ROOF COVERING. HSS COLUMNS, HSS
BEAMS, AND METAL DECK ROOFING.
142 PAINTED STEEL TRASH ENCLOSURE GATES. ALIGN TOP OF
GATES WITH TOP OF ADJACENT ENCLOSURE WALL.
143 PAINTED STEEL ROLLING GATE(S). MIN HEIGHT 8' ABOVE
HIGHEST ADJACENT FINISHED GRADE OR AS SHOWN ON
EXTERIOR ELEVATIONS. PROVIDE KNOX BOX AS REQUIRED
BY FIRE AUTHORITY.
145 PAINTED STEEL SWINGING PEDESTRIAN GATE. WHEN
OCCURS IN TUBE STEEL FENCE, ALIGN TOP w/ FENCE
HEIGHT. WHEN OCCURS IN CONCRETE SCREEN WALL,
U.O.N., ALIGN TOP w/ SCREEN WALL. PROVIDE KNOX BOX
AS REQUIRED BY FIRE AUTHORITY.
150 STEEL PIPE BOLLARD PROTECTION POST.
156 FUTURE GUARD SHACK.
164 6"h x 6"w CONCRETE CURB.
172 CONCRETE TILT-UP TRASH ENCLOSURE WALL. MIN HEIGHT
6'-0" ABOVE HIGHEST ADJACENT FINISHED GRADE. PAINT
BOTH SIDES AND TOP OF WALL. SEE PLANS FOR COLOR
SCHEDULE.
402 WALL REVEAL.
PR
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A
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LINE OF SIG
HT
PROPOSED
MECHANICAL
EQUIPMENT
40' - 0"96' - 5 1/4"
FINISH FLOOR 965.1
961.5 @ LIVE OAK962 @ LIVE OAK
964.8 @ LIVE OAK
965 @ AT LIVE OAK & JURUPA
955 @ AT LIVE OAK & JURUPA
*ALL GRADE CALL-OUTS FROM CIVIL GRADING PLANS
PR
O
P
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R
T
Y
L
I
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E
HE
M
L
O
C
K
A
V
E
N
U
E
L I N E O F S I G H T
PROPOSED
MECHANICAL
EQUIPMENT
34' - 0" 111' - 0"
967 @ HEMLOCK & JURUPA
FINISH FLOOR 965.1965 @ BOTH
970 @ HEMLOCK970.3 HEMLOCK
964 @ HEMLOCK
963 @ HEMOCK @ JURUPA
*ALL GRADE CALL-OUTS FROM CIVIL GRADING PLANS
PR
O
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R
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Y
L
I
N
E
JU
R
U
P
A
A
V
E
.
L
I
N
E
O
F
S
I
G
H
T
30' - 0" 52' - 0"
FUTURE
MECHANICAL
EQUIPMENT
955.8 @ JURUPA & LIVE OAK
964.8 @ BUS TURN -OUT AT JURUPA
& HEMLOCKFINISH FLOOR 965.1 964 @ BUS TURN -OUT AT JURUPA &
HEMLOCK
956 @ JURUPA & LIVE OAK
*ALL GRADE CALL-OUTS FROM CIVIL GRADING PLANS
PR
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E
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A
L
A24-2007
14
9
7
0
J
U
R
U
P
A
A
V
E
.
FO
N
T
A
N
A
,
C
A
03.26.2025
A1_4
LINE OF SIGHT
MT
N
V
I
E
W
I
N
D
P
A
R
K
1
3
KEYNOTES
A1_4 Scale. 1" = 10'-0"
LINE OF SIGHT - BUILDING FROM LIVE OAK AVE.1
A1_4 Scale. 1" = 10'-0"
LINE OF SIGHT - BUILDING FROM HEMLOCK AVE.2
A1_4 Scale. 1" = 10'-0"
LINE OF SIGHT - BUILDING FROM JURUPA AVE.3
PR
O
P
E
R
T
Y
L
I
N
E
LI
V
E
O
A
K
A
V
E
N
U
E
LINE OF SIGHT
40' - 0"96' - 5 1/4"
FINISH FLOOR BEYOND 965.1
135
964.7964.2
964964
961.1 TRUCK COURT BEYOND
963.7
*ALL GRADE CALL-OUTS FROM CIVIL GRADING PLANS
SEE A1_2 FOR T.O.W. W/14' TRUCK SCREENING
PR
O
P
E
R
T
Y
L
I
N
E
HE
M
L
O
C
K
A
V
E
N
U
E
LINE OF SIGHT
96' - 3 5/8" +/-34' - 7"
FINISH FLOOR BEYOND 965.1
135
970.4 970
967
963.2
964
TRUCK COURT BEYOND 961.1
*ALL GRADE CALL-OUTS FROM CIVIL GRADING PLANS
SEE A1_3 FOR T.O.W. W/14' TRUCK SCREENING
PR
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A24-2007
14
9
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0
J
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03.26.2025
A1_5
LINE OF SIGHT
MT
N
V
I
E
W
I
N
D
P
A
R
K
1
3
KEYNOTES
135 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT 8'ABOVE
HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH SIDES
AND TOP OF WALL. SEE PLANS FOR COLOR SCHEDULE.
A1_5 Scale. 1" = 10'-0"
LINE OF SIGHT - BUILDING FROM LIVE OAK AVE.1
A1_5 Scale. 1" = 10'-0"
LINE OF SIGHT - BUILDING FROM HEMLOCK AVE.2
1. WHERE A MEZZANINE OCCURS AND A 1" TOPPING IS
CALLED OUT FOR IN THE STRUCTURAL DRAWINGS,
PROVIDE A 1" THICK TOPPING OF GYP -CRETE 2000 WITH A
MINIMUM STRENGTH OF 2,500 PSI.
2. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE
DEPARTMENT AND THE CBC/CFC. REQUIREMENTS AND
LOCATIONS TO BE DETERMINED IN THE FIELD BY THE FIRE
DEPARTMENT INSPECTOR.
3. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS
SHALL BE SEALED WITH APPROVED FIRE CAULKING. SEE
SHTS AD2.3, & AD2.4.
4. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS ARE EITHER
TO THE CENTER (SHOWN WITH A CENTERLINE) OR FACE OF
THE WALL. ALL DIMENSIONS TO FRAMED WALLS ARE
EITHER TO THE CENTER OF THE WALL FRAMING (SHOWN
WITH A CENTERLINE) OR FACE OF THE WALL FINISH.
5. PROVIDE ILLUMINATED AND TACTILE EXIT SIGNAGE. SEE
EXITING & SIGNAGE PLANS.
6. SEE CIVIL DRAWINGS FOR ALL UTILITY POINTS OF
CONNECTION. GENERAL CONTRACTOR TO VERIFY
LOCATIONS.
7. PROVIDE PIPE BOLLARD PROTECTION POSTS @ FIRE
RISERS & ELECTRICAL GEAR AS REQUIRED BY THE
ELECTRICAL AND FIRE PROTECTION PLANS. SEE 7/AD5.0
FOR ADDITIONAL INFORMATION.
8. FOR REQUIRED LANDINGS @ ALL INTERIOR & EXTERIOR
DOORS, SEE 11/A0.2.1.
9. NO SMOKING IS ALLOWED WITIHN 25' OF ALL BUILDING
ENTRANCES, PER GREEN BUILDING STANDARD CODE
DIVISION 5.504.7. POST REQUIRED SIGNAGE.
10. U.O.N @ INTERIOR PARTITIONS, FINISHED HINGE SIDE OF
JAMB TO BE 6" FROM FINISHED SURFACE OF INTERSECTING
WALL.
EXTERIOR CONCRETE TILT -UP WALL PANEL
OR INTERIOR CONCRETE TILT -UP MEZZANINE
SHEAR WALL PANEL. SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL INFORMATION
STOREFRONT GLAZING SYSTEM. SEE
ENLARGED FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR ADDITIONAL INFORMATION
METAL STUD NON BEARING PARTITION WALL.
SEE ENLARGED FLOOR PLANS & WALL TYPE
SCHEDULE FOR ADDITIONAL INFORMATION
STRUCTURAL BUILDING COLUMNS
WOOD STUD BEARING WALL. SEE ENLARGED
FLOOR PLANS & WALL TYPE SCHEDULE FOR
ADDITIONAL INFORMATION.
PROVIDE VAPOR BARRIER UNDER
PROPOSED AND OR FUTURE OFFICE AREA
FLOOR SLAB. EXTEND MIN 40'-0" BEYOND
T.I. AREA OR AS DIMENSIONED ON THE
FLOOR PLAN. SEE 4/AD1.0
FIRE SPRINKLER RISER. SEE FIRE
PROTECTION PLANS AND 7/AD5.0.
DOOR TAG. SEE SHEET A8.0 FOR DOOR
SCHEDULE
WINDOW TAG. SEE SHEET A8.0 FOR
WINDOW SCHEDULE
WALL TAG
0000
A
STOREFRONT TAG. SEE SHEETS A8.0.1 &
A8.0.2 FOR STOREFRONT SCHEDULE
00
000
1. THE FLOOR SLAB THICKNESS TO BE X". SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS.
2. THE FLOOR SLAB TO BE CLASS V PER ACI 302 -1R -04 TABLE 21.
3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE
OWNER WHETHER OR NOT TO PROVIDE JOINT FILLER AT
FLOOR SLAB CONTROL AND CONSTRUCTION JOINTS.
4. SLOPE POUR STRIPS @ EXTERIOR PEDESTRIAN AND
OVERHEAD DOORS. SEE 5, 7, & 10/AD4.1.
5. CRANES, CONCRETE TRUCKS, AND SIMILAR HEAVY
EQUIPMENT ARE PROHIBITED ON THE FLOOR SLAB DURING
CONSTRUCTION.
6. BELOW FLOOR SLAB SOIL COMPACTION TO BE 95% MIN.
7. TRENCH SOIL COMPACTION TO BE 90% MIN.
8. SLAB FINISH TO BE STEEL FLOAT HARD TROWEL BURNISHED
FINISH.
9. THE GENERAL CONTRACTOR TO MAINTAIN A CLEAN FLOOR
SLAB. ALL TRUCKS AND EQUIPMENT TO BE DIAPERED.
10. ALL CONSTRUCTION MARKINGS SHALL BE REMOVED FROM
THE FLOOR SLAB PRIOR TO SEALING.
11. SEE 6/AD2.1 FOR SLAB PATCHING DETAIL.
12. PROVIDE 10'-0" WIDE PERIMETER FLOOR POUR -STRIPS AT
ALL TRUCK DOCK WALLS AND 5'-0" WIDE AT ALL OTHER
WALLS UNLESS NOTED OTHERWISE ON STRUCTURAL
DRAWINGS. NO UNDERGROUND PIPING, CONDUITS, ETC
ALLOWED IN POUR -STRIPS AT DOCK DOORS TO ALLOW FOR
CURRENT OR FUTURE RECESSED DOCK LEVELERS.
13. ALL FLOOR SLAB NAIL OR BRACE FRAME HOLES TO BE FILL ED
WITH APPROVED 2 -PART EPOXY COMPOUND TO MATCH
CONCRETE COLOR. PEGA BOND LV 2000, BURKE EPOXY
INJECTION RESIN OR =.
14. ALL FLOOR SLAB PANEL FORM NAIL HOLES TO BE
PREDRILLED AND WOOD DOWELED PRIOR TO NAILING.
BRACE HOLES TO BE PREDRILLED.
15. CHAMFER AND REVEAL STRIPS ATTACHED TO THE FLOOR
SLAB MUST BE PROPERLY PATCHED PRIOR TO SEALING THE
FLOOR SLAB.
1 2 3
A
B
C
D
E
7 8 9 10 11
F
12 13 14 15 16 17 18 19 20 21
G
H
I
4 5 6
30' - 0" 6' - 0" 30' - 0" 30' - 0" 10' - 0" 26' - 0" 18' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 10' - 0" 30' - 0" 30' - 0" 6' - 0" 30' - 0"
48' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 48' - 0"
1140' - 0"
48
0
'
-
0
"
50
'
-
0
"
6
0
'
-
0
"
6
0
'
-
0
"
6
0
'
-
0
"
6
0
'
-
0
"
6
0
'
-
0
"
6
0
'
-
0
"
7
0
'
-
0
"
201
3
A2_1
2
A2_1
ELEC.
ROOM
ROOF
ACCESS
BA
T
T
E
R
Y
CH
A
R
G
I
N
G
PUMP
ROOM
30
'
-
0
"
6
'
-
0
"
3
0
'
-
0
"
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
8
"
2
8
'
-
4
"
2
9
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
6
'
-
0
"
3
0
'
-
0
"
2
4
'
-
0
"
3
0
'
-
0
"
60
'
-
0
"
6
0
'
-
0
"
6
0
'
-
0
"
6
0
'
-
0
"
6
0
'
-
0
"
6
0
'
-
0
"
7
0
'
-
0
"
48' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 48' - 0"
30' - 0" 24' - 0" 30' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0"26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 27' - 0" 27' - 0" 30' - 0" 30' - 0" 27' - 0" 27' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 30' - 0" 24' - 0" 30' - 0"
5,000 SF
OFFICE
5,000 SF
MEZZ.
5,000 SF
OFFICE
5,000 SF
MEZZ.
30
'
-
0
"
6
'
-
0
"
3
0
'
-
0
"
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
1
0
"
2
8
'
-
2
"
2
9
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
2
6
'
-
0
"
6
'
-
0
"
3
0
'
-
0
"
2
4
'
-
0
"
3
0'
-
0
"
271 201270
267
268 264 263
269 265
266 261
262
259
260
257
258 256
255
253
254
251
252
249
250
247
248 246 245 243
244
241
242
239
240 238
237
235
236
233
234
231
232
229
230 228 227 225
226
223
224
221
222 220
219
217
218
215
216
213
214
211
212 210 209 207
208
205
206
203
204
404
110100101109
407300
406
402
301
302
272 200
106
303
304
401
400
403
405
102 103 104 105 108107
3
A
B
7456
26' - 0" 18' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"
2' - 6"
3' - 0"
5' - 0"
12' - 0"
3' - 6"
7' - 0" 9' - 0"
2' - 0" 2' - 0"
9' - 0"
4' - 0"
9' - 0" 2' - 0"2' - 0"
3' - 0"
4' - 0" 4' - 0"
2' - 0"
9' - 0" 2' - 0"2' - 0" 9' - 0"
2' - 0"
4' - 0" 4' - 0"
3' - 0"
2' - 0"
A4_15
149
RA
M
P
6'
-
0
"
CU
R
B
LA
N
D
I
N
G
6'
-
0
"
2
4
'
-
6
"
R
A
M
P
LA
N
D
I
N
G
5'
-
0
"
2
3
'
-
0
"
R
A
M
P
LA
N
D
I
N
G
6'
-
6
"
65
'
-
0
"
120
120
443 443
407
58' - 0" 58' - 0" 58' - 0" 58' - 0"
12
'
x
7
0
'
M
I
N
.
DO
C
K
S
P
A
C
E
,
T
Y
P
.
120
A
B
15 16 17 18 19
26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"
2' - 0" 9' - 0"
2' - 0"
4' - 0" 4' - 0"
3' - 0"
2' - 0"2' - 0"
3' - 0"
4' - 0" 4' - 0"
2' - 0"
9' - 0" 2' - 0"2' - 6"
3' - 0"
5' - 0"
15' - 6"2' - 0" 9' - 0"
4' - 0"
9' - 0" 2' - 0"
A4_1 6
149
CU
R
B
R
A
M
P
6'
-
0
"
3
0
'
-
6
"
R
A
M
P
LA
N
D
I
N
G
5'
-
0
"
2
3
'
-
0
"
R
A
M
P
LA
N
D
I
N
G
6'
-
6
"
65
'
-
0
"
120
12
'
x
7
0
'
M
I
N
.
DO
C
K
S
P
A
C
E
,
T
Y
P
.
120
PR
O
J
E
C
T
3/24/2025 9:31:32 AM
6T
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T
I
T
L
E
M
E
N
T
S
U
B
M
I
T
T
A
L
A24-2007
14
9
7
0
J
U
R
U
P
A
A
V
E
.
FO
N
T
A
N
A
,
C
A
03.26.2025
A2_1
GROUND
LEVEL FLOOR
PLANS
MT
N
V
I
E
W
I
N
D
P
A
R
K
1
3
PR
O
J
E
C
T
3/24/2025 9:31:32 AM
6T
H
E
N
T
I
T
L
E
M
E
N
T
S
U
B
M
I
T
T
A
L
A24-2007
14
9
7
0
J
U
R
U
P
A
A
V
E
.
FO
N
T
A
N
A
,
C
A
03.26.2025
A2_1
GROUND
LEVEL FLOOR
PLANS
MT
N
V
I
E
W
I
N
D
P
A
R
K
1
3
KEYNOTES
FLOOR PLAN LEGEND
FLOOR PLAN GENERAL NOTES
FLOOR SLAB GENERAL NOTES
120 TRUNCATED DOME DETECTABLE WARNING SURFACE. MIN
3'-0" DEEP IN THE DIRECTION OF TRAVEL.
149 CONCRETE TRUCK RAMP w/ 42" HIGH CONCRETE TILT-UP
GUARD ON OPEN SIDE(S). PAINT ALL SIDES OF GUARD
WALLS AND HANDRAILS.SEE ARCHITECTURAL DRAWINGS
FOR COLOR SCHEDULE.
201 STRUCTURAL BUILDING COLUMN.
407 PAINTED HOLLOW METAL PEDESTRIAN DOOR.
443 4'-0"w x 8'-0"h PAINTED STEEL WALL LOUVER. TOP @ +10'-0".
A2_1 Scale. 1" = 40'-0"
PROPOSED BUILDING FLOOR PLAN1
A2_1 Scale. 1" = 20'-0"
ENLARGED DOCK PLAN2
A2_1 Scale. 1" = 20'-0"
ENLARGED DOCK PLAN3
1. WHERE A MEZZANINE OCCURS AND A 1" TOPPING IS
CALLED OUT FOR IN THE STRUCTURAL DRAWINGS,
PROVIDE A 1" THICK TOPPING OF GYP -CRETE 2000 WITH A
MINIMUM STRENGTH OF 2,500 PSI.
2. PROVIDE FIRE EXTINGUISHERS AS REQUIRED BY THE FIRE
DEPARTMENT AND THE CBC/CFC. REQUIREMENTS AND
LOCATIONS TO BE DETERMINED IN THE FIELD BY THE FIRE
DEPARTMENT INSPECTOR.
3. ALL PENETRATIONS THROUGH FIRE RATED PARTITIONS
SHALL BE SEALED WITH APPROVED FIRE CAULKING. SEE
SHTS AD2.3, & AD2.4.
4. U.O.N., ALL DIMENSIONS TO CONCRETE WALLS ARE EITHER
TO THE CENTER (SHOWN WITH A CENTERLINE) OR FACE OF
THE WALL. ALL DIMENSIONS TO FRAMED WALLS ARE
EITHER TO THE CENTER OF THE WALL FRAMING (SHOWN
WITH A CENTERLINE) OR FACE OF THE WALL FINISH.
5. PROVIDE ILLUMINATED AND TACTILE EXIT SIGNAGE. SEE
EXITING & SIGNAGE PLANS.
6. SEE CIVIL DRAWINGS FOR ALL UTILITY POINTS OF
CONNECTION. GENERAL CONTRACTOR TO VERIFY
LOCATIONS.
7. PROVIDE PIPE BOLLARD PROTECTION POSTS @ FIRE
RISERS & ELECTRICAL GEAR AS REQUIRED BY THE
ELECTRICAL AND FIRE PROTECTION PLANS. SEE 7/AD5.0
FOR ADDITIONAL INFORMATION.
8. FOR REQUIRED LANDINGS @ ALL INTERIOR & EXTERIOR
DOORS, SEE 11/A0.2.1.
9. NO SMOKING IS ALLOWED WITIHN 25' OF ALL BUILDING
ENTRANCES, PER GREEN BUILDING STANDARD CODE
DIVISION 5.504.7. POST REQUIRED SIGNAGE.
10. U.O.N @ INTERIOR PARTITIONS, FINISHED HINGE SIDE OF
JAMB TO BE 6" FROM FINISHED SURFACE OF INTERSECTING
WALL.
EXTERIOR CONCRETE TILT -UP WALL PANEL
OR INTERIOR CONCRETE TILT -UP MEZZANINE
SHEAR WALL PANEL. SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL INFORMATION
STOREFRONT GLAZING SYSTEM. SEE
ENLARGED FLOOR PLANS AND EXTERIOR
ELEVATIONS FOR ADDITIONAL INFORMATION
METAL STUD NON BEARING PARTITION WALL.
SEE ENLARGED FLOOR PLANS & WALL TYPE
SCHEDULE FOR ADDITIONAL INFORMATION
STRUCTURAL BUILDING COLUMNS
WOOD STUD BEARING WALL. SEE ENLARGED
FLOOR PLANS & WALL TYPE SCHEDULE FOR
ADDITIONAL INFORMATION.
PROVIDE VAPOR BARRIER UNDER
PROPOSED AND OR FUTURE OFFICE AREA
FLOOR SLAB. EXTEND MIN 40'-0" BEYOND
T.I. AREA OR AS DIMENSIONED ON THE
FLOOR PLAN. SEE 4/AD1.0
FIRE SPRINKLER RISER. SEE FIRE
PROTECTION PLANS AND 7/AD5.0.
DOOR TAG. SEE SHEET A8.0 FOR DOOR
SCHEDULE
WINDOW TAG. SEE SHEET A8.0 FOR
WINDOW SCHEDULE
WALL TAG
0000
A
STOREFRONT TAG. SEE SHEETS A8.0.1 &
A8.0.2 FOR STOREFRONT SCHEDULE
00
000
1. THE FLOOR SLAB THICKNESS TO BE X". SEE STRUCTURAL
DRAWINGS FOR ADDITIONAL REQUIREMENTS.
2. THE FLOOR SLAB TO BE CLASS V PER ACI 302 -1R -04 TABLE 21.
3. THE GENERAL CONTRACTOR SHALL COORDINATE WITH THE
OWNER WHETHER OR NOT TO PROVIDE JOINT FILLER AT
FLOOR SLAB CONTROL AND CONSTRUCTION JOINTS.
4. SLOPE POUR STRIPS @ EXTERIOR PEDESTRIAN AND
OVERHEAD DOORS. SEE 5, 7, & 10/AD4.1.
5. CRANES, CONCRETE TRUCKS, AND SIMILAR HEAVY
EQUIPMENT ARE PROHIBITED ON THE FLOOR SLAB DURING
CONSTRUCTION.
6. BELOW FLOOR SLAB SOIL COMPACTION TO BE 95% MIN.
7. TRENCH SOIL COMPACTION TO BE 90% MIN.
8. SLAB FINISH TO BE STEEL FLOAT HARD TROWEL BURNISHED
FINISH.
9. THE GENERAL CONTRACTOR TO MAINTAIN A CLEAN FLOOR
SLAB. ALL TRUCKS AND EQUIPMENT TO BE DIAPERED.
10. ALL CONSTRUCTION MARKINGS SHALL BE REMOVED FROM
THE FLOOR SLAB PRIOR TO SEALING.
11. SEE 6/AD2.1 FOR SLAB PATCHING DETAIL.
12. PROVIDE 10'-0" WIDE PERIMETER FLOOR POUR -STRIPS AT
ALL TRUCK DOCK WALLS AND 5'-0" WIDE AT ALL OTHER
WALLS UNLESS NOTED OTHERWISE ON STRUCTURAL
DRAWINGS. NO UNDERGROUND PIPING, CONDUITS, ETC
ALLOWED IN POUR -STRIPS AT DOCK DOORS TO ALLOW FOR
CURRENT OR FUTURE RECESSED DOCK LEVELERS.
13. ALL FLOOR SLAB NAIL OR BRACE FRAME HOLES TO BE FILL ED
WITH APPROVED 2 -PART EPOXY COMPOUND TO MATCH
CONCRETE COLOR. PEGA BOND LV 2000, BURKE EPOXY
INJECTION RESIN OR =.
14. ALL FLOOR SLAB PANEL FORM NAIL HOLES TO BE
PREDRILLED AND WOOD DOWELED PRIOR TO NAILING.
BRACE HOLES TO BE PREDRILLED.
15. CHAMFER AND REVEAL STRIPS ATTACHED TO THE FLOOR
SLAB MUST BE PROPERLY PATCHED PRIOR TO SEALING THE
FLOOR SLAB.
1 2 3
A
B
C
D
E
7 8 9 10 11
F
12 13 14 15 16 17 18 19 20 21
G
H
I
4 5 6
48' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 48' - 0"
1140' - 0"
30' - 0" 6' - 0" 30' - 0" 30' - 0" 10' - 0" 26' - 0" 18' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 10' - 0" 30' - 0" 36' - 0" 30' - 0"
48
0
'
-
0
"
50
'
-
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6
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6
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7
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48' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 48' - 0"
30' - 0" 24' - 0" 30' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0"26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 168' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0" 26' - 0" 6' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 30' - 0" 24' - 0" 30' - 0"
50
'
-
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6
0
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6
0
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-
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6
0
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6
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7
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30
'
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6
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6
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8
"
2
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'
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4
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9
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A1_31
30
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6
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8
'
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2
9
'
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2
6
'
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2
6
'
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2
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'
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2
6
'
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2
6
'
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6
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3
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6T
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A24-2007
14
9
7
0
J
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A
A
V
E
.
FO
N
T
A
N
A
,
C
A
03.26.2025
A2_2
MEZZANINE
LEVEL FLOOR
PLANS
MT
N
V
I
E
W
I
N
D
P
A
R
K
1
3
PR
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3/24/2025 9:31:35 AM
6T
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I
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E
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E
N
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S
U
B
M
I
T
T
A
L
A24-2007
14
9
7
0
J
U
R
U
P
A
A
V
E
.
FO
N
T
A
N
A
,
C
A
03.26.2025
A2_2
MEZZANINE
LEVEL FLOOR
PLANS
MT
N
V
I
E
W
I
N
D
P
A
R
K
1
3
KEYNOTES
FLOOR PLAN LEGEND
FLOOR PLAN GENERAL NOTES
FLOOR SLAB GENERAL NOTES
A2_2 Scale. 1" = 40'-0"
MEZZANINE1
1. GENERAL CONTRACTOR TO PROVIDE A 4 -PLY BUILT -UP
ASPHALT ROOF BY MALARKY (CCRR -0333), GAF (UL ER
1306 -02 ), JOHNS MANVILLE (UL ER 10167 -03), OR AN
EQUAL APPROVED BY THE OWNER. ROOF TO HAVE A UL
CLASS "A" FIRE RATING. ASPHALT TO BE "TRUMBAL"
ASPHALT OR AN APPROVED EQUAL. PROVIDE A 15 YEAR
NO DOLLAR LIMIT WARRANTY. SEE DETAIL 1/AD3.0 FOR
TYPICAL ROOFING CROSS SECTION.
2. FOR TYPICAL PARAPET DETAILS, SEE 2 & 3/AD3.0
FOR TYPICAL ROOF TOP PIPE SUPPORT DETAIL, SEE
4/AD3.1
FOR PRE -FAB EQUIPMENT CURB DETAIL, SEE 5/AD3.0
FOR EQUIPMENT PLATFORM DETAIL, SEE 6/AD3.0
FOR TYPICAL ROOF PENETRATION DETAILS, SEE 10, 11,
& 12/AD3.0
3. ROOFING DETAILS SHOWN ON THESE PLANS ARE
MINIMUM STANDARDS. ROOFING DETAILS PROVIDED BY
THE BUILT UP ROOFING MANUFACTURER SHALL TAKE
PRECEDENCE IF THEY REQUIRE MORE THAN THE ROOF
PLAN GENERAL REQUIREMENTS ON THESE PLANS.
4. GENERAL CONTRACTOR SHALL CONFIRM THE ROOF
ELEVATIONS SHOWN ON THE ARCHITECTURAL ROOF
PLAN WITH THE STRUCTURAL DRAWINGS.
5. GENERAL CONTRACTOR SHALL VERIFY THERE IS
POSITIVE ROOF DRAINAGE AT ALL AREAS OF THE ROOF
PRIOR TO INSTALLING RIGID INSULATION OR BUILT UP
ROOFING.
6. GENERAL CONTRACTOR TO PROVIDE CRICKETING ON
THE HIGH SIDE OF ALL SKYLIGHTS, SMOKE HATCHES,
ROOF HATCHES, AND MECHANICAL EQUIPMENT. SEE
9/AD3.0
7. GENERAL CONTRACTOR TO COORDINATE ALL ROOF
PENETRATIONS.
8. ALL MECHANICAL EQUIPMENT CONDENSATE DRAIN
LINES TO BE RUN BELOW THE ROOF.
9. GENERAL CONTRACTOR TO PROVIDE WALKING PADS
FROM THE ROOF HATCH TO ALL OFFICE AREA ROOF
TOP MECHANICAL EQUIPMENT. THE WALKING PADS
SHALL BE A PRODUCT APPROVED BY THE
MANUFACTURER OF THE ROOFING SYSTEM.
10. ALL EXPOSED WOOD CURBS TO BE PRESSURE
TREATED DOUGLAS FIR.
11. ALL ROOF TOP EXHAUST FANS SHALL BE CENTERED
DIRECTLY ABOVE A SPRINKLER HEAD. COORDINATE
LOCATION AND INSTALLATION WITH THE FIRE
PROTECTION PLANS.
12. GENERAL CONTRACTOR TO PROVIDE FULL TIME
INSPECTION FOR OSB MOISTURE CONTENT AND GAP
BETWEEN PANELS BY A QUALIFIED ROOFING
INSPECTION FIRM APPROVED BY THE OWNER AND THE
OSB MANUFACTURER. INSPECTION FIRM TO BE ON SITE
PRIOR TO COMMENCING ANY BUILT -UP ROOFING WORK.
13. GENERAL CONTRACTOR TO PROVIDE FOR CONTINUOUS
ROOFING INSPECTION BY AN IRC ROOFING
CONSULTANT OR AN EQUAL APPROVED BY THE OWNER.
14. WHEN REQUIRED BY TITLE 24 (SEE MECHANICAL
DRAWINGS) THE ROOFING CAP SHEET OVER ALL
CONDITIONED SPACES SHALL HAVE A MINIMUM 3 -YEAR
AGED SOLAR REFLECTANCE EQUAL TO OR GREATER
THAN 0.63, AND AN SRI EQUAL TO OR GREATER THAN 75
(COOL ROOF).
15. ALL SUB -PURLIN HANGERS SHALL BE "Z -MAX" TRIPLE
ZINC COATED BY "SIMPSON" OR EQUAL.
16. PROVIDE A ROOF TOP HOSE BIB NEAR THE OFFICE AND
OR FUTURE OFFICE AREA. SEE PLAN FOR LOCATION.
17. PROVIDE WHITE FSKF SKRIM MEMBRANE OVER THE
ENTIRE WAREHOUSE CEILING. SEE 4/AD3.2. CONFIRM
REQUIREMENT WITH THE OWNER PRIOR TO ORDERING
MATERIAL.
18. REGARDING ROOF DRAINAGE -ROOF AND OVERFLOW
DRAIN SIZES PER PLUMBING PLANS. OVERFLOW
SCUPPER AND EXTERIOR DOWNSPOUT SIZES PER
ARCHITECTURAL PLANS UNLESS PLUMBING PLANS CALL
OUT FOR LARGER SIZES.
OFFICE AREA BELOW
CURB MOUNTED SKYLIGHT.
"SKYLIGHT/SMOKE HATCH NOTES" THIS
SHEET FOR ADDITIONAL INFORMATION.
SOLAR READY ROOF AREA. SEE
"SOLAR READY ROOF NOTES", THIS
SHEET FOR ADDITIONAL
INFORMATION
INTERIOR ROOF AND OVERFLOW
DRAINS IN ROOF SUMP. SEE 13/AD3.0
INTERIOR ROOF DRAIN IN ROOF
SUMP w/ EXTERIOR OVERFLOW
SCUPPER. SEE 14/AD3.0
BILCO TYPE S 30"x36" ALUMINUM
FRAME SELF FLASHING ROOF HATCH
w/ "BIL -GUARD" 2.0 SAFETY RAILING
SYSTEM & "LADDER UP" SAFETY
POST OR =. SEE 7 & 8/AD3.0 FOR
TYPICAL DETAILS
EXTERIOR DOWNSPOUT w/ (2)
OVERFLOW SCUPPERS. SEE 17/AD3.0 &
3/AD3.1
EXTERIOR DOWNSPOUT w/ (1)
OVERFLOW SCUPPER. SEE 18/AD3.0 &
3/AD3.1
CURB MOUNTED SMOKE HATCH.
"SKYLIGHT/SMOKE HATCH NOTES" THIS
SHEET FOR ADDITIONAL INFORMATION.
NOTE: SOME ITEMS SHOWN IN THE
LEGEND MAY NOT BE IN THE
PROJECT SCOPE
1 2 3
A
B
C
D
E
7 8 9 10 11
F
12 13 14 15 16 17 18 19 20 21
G
H
I
4 5 6
ROOF RIDGE
10
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1
1
1
/
4
"
302302 302302 302302 302302 302302 302302 302302 302302 302302
302302 302302 302302 302302 302302 302302 302302 302302 302302302302
302302
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A3
ROOF PLAN
MT
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3
KEYNOTES
ROOF PLAN LEGEND
ROOF PLAN GENERAL NOTES
302 SLOPE ROOF MINIMUM 1/4"/FOOT
TOTAL ROOF
AREA
% OF ROOF
AREA REQ. FOR
OPENINGS
TOTAL AREA OF
OPENINGS REQ.
NUMBER OF 4X8
UNITS REQ.
478653 SF 2.5% 11966 SF 374
(AREA * RIDGE HEIGHT / 9000 CF)
TOTAL ROOF
AREA RIDGE HEIGHT REQUIRED SMOKE HATCHES
478653 SF 48' - 0" 80
TOTAL OPENINGS REQ. BY OWNER,
SKYLIGHTS + SMOKE HATCHES
TOTAL OPENINGS REQ. BY CODE
SMOKE HATCHES ONLY
TOTAL SKYLIGHTS & SMOKE HATCHES PROVIDED
SKYLIGHTS 295
SMOKE HATCHES 80
GRAND TOTAL 375
A3 Scale. 1" = 40'-0"
PROPOSED ROOF PLAN1
GROSS
ROOF
AREA
SKYLIGHT
/ SMOKE
HATCH %
OF ROOF
AREA
SKYLIGHT
/ SMOKE
HATCH
AREA
NET
ROOF
AREA
15% OF
ROOF
AREA
AREA
PROVIDED
EXCLUSIVE
OF
SKYLIGHTS
478653 SF 2.5% 11966 SF 466686 SF 70003 SF 70528 SF
SOLAR READY ROOF NOTES
NOTES:
1. ALL IMPERFECTIONS ON THE SURFACE OF THE CONCRETE
WALL PANELS SHALL BE PATCHED / SACKED / SANDED
SMOOTH PRIOR TO PAINTING.
2. ALL INTERIOR AND EXTERIOR FABRICATED STEEL SHALL BE
SHOP PRIMED WITH A GRAY, RUST INHIBITIVE PRIMER
PRIOR TO DELIVERY TO THE JOB SITE. ANY AND ALL
DAMAGE TO THE PRIMER COAT SHALL BE TOUCHED UP
PRIOR TO ADDITIONAL FINAL COLOR PAINTING OR
COMPLETION OF THE PROJECT.
3. PAINT MAN DOORS, STAIR & RAMP GUARD WALLS, GUARD
RAILS, DOWN SPOUTS, LOUVERS, & ROOF LEVEL WALL
PANEL RETURNS TO MATCH ADJACENT BUILDING WALL
COLOR, U.O.N.
4. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO BE "A"
INTERIOR SIDE TO BE PRE-FINISHED WITH
MANUFACTURER'S LIGHT GRAY.
5. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO
PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL
IMPEDE THE PRIMER COAT FROM ADHERING TO THE
WALLS.
6. PAINT EXTERIOR WALLS w/ 1- COAT SPRAYED AND BACK
ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON
FLAT FINISH IN THE FINAL WALL COLOR. FINISHED JOB
SHALL BE SMOOTH AND FREE OF LAPPING AND OR
STREAKING, REGARDLESS OF THE COLOR.
7. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL
PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1.
8. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE
COLOR OF THE TRELLIS.
9. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR
BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE
OR BELOW THE BROW TO MATCH THE BROW COLOR.
10. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACEN T
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
11. U.O.N., PAINT THE SIDE OPPOSITE THE SIDE SHOWN OF
SCREEN WALLS THE SAME COLOR AS THE SIDE SHOWN. IF
THERE ARE TWO COLORS SHOWN, USE THE BASE COLOR.
12. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
EXTERIOR PAINT COLOR:
PLD-9 PURE WHITE
EXTERIOR PAINT COLOR:
PLD-6 STABLE
EXTERIOR PAINT COLOR:
PLD-7 LIQUORICE TINT
EXTERIOR PAINT COLOR:
PLD-8 DRAKE
EXTERIOR PAINT COLOR:
PLD-5 NEW DARK GREEN
ACM PANEL COLOR:
CHARCOAL ANODIZED
PAINT COLOR FOR EXPOSED STEEL BROW
& CANOPY FRAMING, WALL BEHIND OPEN
TRELLIS (KEY NOTE 428, OR 429) WHEN
OCCURS & TRASH ENCLOSURE METAL
ROOF, ROOF BEAMS, & SUPPORT
COLUMNS.
ACM PANEL COLOR:GREEN ANODIZED
EXTERIOR STOREFRONT FRAMING COLOR:
CLEAR ANODIZED MULLION
EXTERIOR GLASS COLOR FOR SINGLE
GLAZING & EXTERIOR LAYER OF
INSULATED GLASS: GREEN.
EXTERIOR GLASS COLOR FOR THE INNER
LAYER OF INSULATED GLASS: CLEAR
GLASS
A
B
C
D
E
F
G
H
NOTES:
1. FOR GLASS AND MULLION COLORS, SEE EXTERIOR
COLORS, LEGEND & NOTES, THIS SHEET.
2. PROVIDE TEMPERED GLASS @ THE FOLLOWING:
A. ALL SPANDREL SYSTEM GLAZING IN FRONT OF
CONCRETE WALL PANELS
B. ALL GLAZING WITHIN 18" OF AN ADJACENT WALKING
SURFACE.
C. ALL GLAZING WITH 24" OF ANY PORTION OF A DOOR.
3. @ SPANDREL SYSTEM GLAZING IN FRONT OF CONCRETE
WALL PANELS, PROVIDE 1" DIA. VENTILLATION HOLES IN
THE CONCRETE A MAX OF 5'-0" O.C. CONTRACTOR TO
PROVIDE A SMOOTH FINISH ON THE GLASS FACING
CONCRETE SURFACES AND TO PAINT THEM & ALL
STOREFRONT FRAMES AND CLIPS BEHIND THE GLASS
BLACK.
4. @ SPANDREL SYSTEM GLAZING NOT IN FRONT OF A
CONCRETE WALL PANEL, PROVIDE TENCATE MIRAFI 140N
FILTER FABRIC SHADE CLOTH.
SPANDREL SYSTEM GLAZING:
FOR EXTERIOR SPANDREL GLAZING USE
1/4" PILKINGTON EVERGREEN SPANDREL
TEMPERED.
BACK PAINTING OF GLASS NOT REQUIRED.
VISION SYSTEM GLAZING:
FOR EXTERIOR VISION GLAZING USE
1/4" PILKINGTON EVERGREEN ECLIPSE
ADVANTAGE LOW E #2 TEMP
1/2" SPACER - AIR
1/4" PPG SOLARBAN 60XL #3 TEMP
STOREFRONT FRAMING:
U.O.N @ VISION SYSTEM, MIN 2"x4 1/2" OFFSET
SYSTEM. U.O.N. @ SPANDREL SYSTEM, 2"x1 3/4"
OFFSET SYSTEM. STOREFRONT SYSTEM TO BE
DESIGN BUILD BY THE GENERAL CONTRACTOR .
DESIGN SHALL COMPLY WITH ALL RELEVANT CODE
& WIND LOADING REQUIREMENTS.
LEVEL 01
0' -0"
MEZZANINE
15' -0"
123789101112131415161718192021456
48' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 58' - 0" 48' - 0"
30' - 0" 6' - 0" 30' - 0" 30' - 0" 10' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0"26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 18' - 0" 26' - 0" 10' - 0" 30' - 0" 30' - 0" 6' - 0" 30' - 0"
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48
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52
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LEVEL 01
0' -0"
MEZZANINE
15' -0"
1 2 3 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21456
48' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"58' - 0"48' - 0"
30' - 0"24' - 0"30' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"6' - 0"26' - 0"26' - 0"6' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"27' - 0"27' - 0"30' - 0"30' - 0"54' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"6' - 0"26' - 0"26' - 0"6' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"30' - 0"24' - 0"30' - 0"
54
'
-
0
"
48
'
-
0
"
48
'
-
0
"
52
'
-
0
"
48
'
-
0
"
48
'
-
0
"
52
'
-
0
"
48
'
-
0
"
50
'
-
0
"
48
'
-
0
"
48
'
-
0
"
50
'
-
0
"
48
'
-
0
"
52
'
-
0
"
48
'
-
0
"
50
'
-
0
"
48
'
-
0
"
52
'
-
0
"
48
'
-
0
"
52
'
-
0
"
54
'
-
0
"
48
'
-
0
"
52
'
-
0
"
50
'
-
0
"
54
'
-
0
"
LEVEL 01
0' -0"
MEZZANINE
15' -0"
ABCDEFGHI
70' - 0"60' - 0"60' - 0"60' - 0"60' - 0"60' - 0"60' - 0"50' - 0"
30' - 0"24' - 0"30' - 0"6' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"29' - 0"29' - 0"26' - 0"26' - 0"26' - 0"26' - 0"26' - 0"6' - 0"30' - 0"6' - 0"30' - 0"
48
'
-
0
"
52
'
-
0
"
52
'
-
0
"
48
'
-
0
"
48
'
-
0
"
54
'
-
0
"
54
'
-
0
"
49
'
-
6
"
54
'
-
0
"
52
'
-
0
"
52
'
-
0
"
50
'
-
0
"
LEVEL 01
0' -0"
MEZZANINE
15' -0"
A B C D E F G H I
70' - 0" 60' - 0" 60' - 0" 60' - 0" 60' - 0" 60' - 0" 60' - 0" 50' - 0"
30' - 0" 24' - 0" 30' - 0" 6' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 29' - 0" 29' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 26' - 0" 6' - 0" 30' - 0" 6' - 0" 30' - 0"
54
'
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0
"
54
'
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0
"
48
'
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0
"
52
'
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0
"
48
'
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0
"
50
'
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0
"
52
'
-
0
"
52
'
-
0
"
52
'
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0
"
52
'
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"
52
'
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0
"
54
'
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"
50
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0
"
52
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"
49
'
-
6
"
48
'
-
0
"
50
'
-
0
"
50
'
-
0
"
LEVEL 01
0' -0"
MEZZANINE
15' -0"
AB
70' - 0"
26' - 0" 18' - 0" 26' - 0"
49
'
-
0
"
48
'
-
0
"
50
'
-
0
"
LEVEL 01
0' -0"
MEZZANINE
15' -0"
A B
70' - 0"
26' - 0"18' - 0"26' - 0"
49
'
-
0
"
50
'
-
0
"
48
'
-
0
"
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03.26.2025
A4_1
EXTERIOR
ELEVATIONS
MT
N
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I
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D
P
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1
3
KEYNOTES
GLAZING LEGEND & NOTES
EXTERIOR WALL COLOR LEGEND & NOTES
A4_1 Scale. 1" = 40'-0"
PROPOSED NORTH ELEVATION1
A4_1 Scale. 1" = 40'-0"
PROPOSED SOUTH ELEVATION2
A4_1 Scale. 1" = 40'-0"
PROPOSED EAST ELEVATION3
A4_1 Scale. 1" = 40'-0"
PROPOSED WEST ELEVATION4
A4_1 Scale. 1" = 40'-0"
PROPOSED EAST TRUCK COURT RETURN5
A4_1 Scale. 1" = 40'-0"
PROPOSED WEST TRUCK COURT RETURN6
NOTES:
1. ALL IMPERFECTIONS ON THE SURFACE OF THE CONCRETE
WALL PANELS SHALL BE PATCHED / SACKED / SANDED
SMOOTH PRIOR TO PAINTING.
2. ALL INTERIOR AND EXTERIOR FABRICATED STEEL SHALL BE
SHOP PRIMED WITH A GRAY, RUST INHIBITIVE PRIMER
PRIOR TO DELIVERY TO THE JOB SITE. ANY AND ALL
DAMAGE TO THE PRIMER COAT SHALL BE TOUCHED UP
PRIOR TO ADDITIONAL FINAL COLOR PAINTING OR
COMPLETION OF THE PROJECT.
3. PAINT MAN DOORS, STAIR & RAMP GUARD WALLS, GUARD
RAILS, DOWN SPOUTS, LOUVERS, & ROOF LEVEL WALL
PANEL RETURNS TO MATCH ADJACENT BUILDING WALL
COLOR, U.O.N.
4. U.O.N., EXTERIOR SIDE OF TRUCK DOORS TO BE "A"
INTERIOR SIDE TO BE PRE-FINISHED WITH
MANUFACTURER'S LIGHT GRAY.
5. POWER WASH EXTERIOR CONCRETE WALLS PRIOR TO
PAINTING TO REMOVE ALL CHEMICALS AND DIRT THAT WILL
IMPEDE THE PRIMER COAT FROM ADHERING TO THE
WALLS.
6. PAINT EXTERIOR WALLS w/ 1- COAT SPRAYED AND BACK
ROLLED ACRYLIC FLAT PRIMER AND 2-COATS SPRAYED-ON
FLAT FINISH IN THE FINAL WALL COLOR. FINISHED JOB
SHALL BE SMOOTH AND FREE OF LAPPING AND OR
STREAKING, REGARDLESS OF THE COLOR.
7. EXCEPT WHERE NOTED OTHERWISE ON THE PLANS ALL
PANEL JOINTS SHALL BE CAULKED PER DETAIL 1/AD4.1.
8. PAINT CONCRETE BEHIND ANY OPEN TRELLIS WORK THE
COLOR OF THE TRELLIS.
9. @ SOLID BROWS WITH GLAZING DIRECTLY ABOVE OR
BELOW, PAINT THE EXPOSED WALL CHAMFER JUST ABOVE
OR BELOW THE BROW TO MATCH THE BROW COLOR.
10. PAINT ALL WALL REVEALS THE COLOR OF THE ADJACEN T
WALL. WHEN THERE IS A COLOR CHANGE AT THE REVEAL,
SEE 2/AD4.1
11. U.O.N., PAINT THE SIDE OPPOSITE THE SIDE SHOWN OF
SCREEN WALLS THE SAME COLOR AS THE SIDE SHOWN. IF
THERE ARE TWO COLORS SHOWN, USE THE BASE COLOR.
12. ALL PAINTS USED SHALL BE AS SPECIFIED BY THE
MANUFACTURER FOR THE PROPOSED USE
EXTERIOR PAINT COLOR:
PLD-9 PURE WHITE
EXTERIOR PAINT COLOR:
PLD-6 STABLE
EXTERIOR PAINT COLOR:
PLD-7 LIQUORICE TINT
EXTERIOR PAINT COLOR:
PLD-8 DRAKE
EXTERIOR PAINT COLOR:
PLD-5 NEW DARK GREEN
ACM PANEL COLOR:
CHARCOAL ANODIZED
PAINT COLOR FOR EXPOSED STEEL BROW
& CANOPY FRAMING, WALL BEHIND OPEN
TRELLIS (KEY NOTE 428, OR 429) WHEN
OCCURS & TRASH ENCLOSURE METAL
ROOF, ROOF BEAMS, & SUPPORT
COLUMNS.
ACM PANEL COLOR:GREEN ANODIZED
EXTERIOR STOREFRONT FRAMING COLOR:
CLEAR ANODIZED MULLION
EXTERIOR GLASS COLOR FOR SINGLE
GLAZING & EXTERIOR LAYER OF
INSULATED GLASS: GREEN.
EXTERIOR GLASS COLOR FOR THE INNER
LAYER OF INSULATED GLASS: CLEAR
GLASS
A
B
C
D
E
F
G
H
NOTES:
1. FOR GLASS AND MULLION COLORS, SEE EXTERIOR
COLORS, LEGEND & NOTES, THIS SHEET.
2. PROVIDE TEMPERED GLASS @ THE FOLLOWING:
A. ALL SPANDREL SYSTEM GLAZING IN FRONT OF
CONCRETE WALL PANELS
B. ALL GLAZING WITHIN 18" OF AN ADJACENT WALKING
SURFACE.
C. ALL GLAZING WITH 24" OF ANY PORTION OF A DOOR.
3. @ SPANDREL SYSTEM GLAZING IN FRONT OF CONCRETE
WALL PANELS, PROVIDE 1" DIA. VENTILLATION HOLES IN
THE CONCRETE A MAX OF 5'-0" O.C. CONTRACTOR TO
PROVIDE A SMOOTH FINISH ON THE GLASS FACING
CONCRETE SURFACES AND TO PAINT THEM & ALL
STOREFRONT FRAMES AND CLIPS BEHIND THE GLASS
BLACK.
4. @ SPANDREL SYSTEM GLAZING NOT IN FRONT OF A
CONCRETE WALL PANEL, PROVIDE TENCATE MIRAFI 140N
FILTER FABRIC SHADE CLOTH.
SPANDREL SYSTEM GLAZING:
FOR EXTERIOR SPANDREL GLAZING USE
1/4" PILKINGTON EVERGREEN SPANDREL
TEMPERED.
BACK PAINTING OF GLASS NOT REQUIRED.
VISION SYSTEM GLAZING:
FOR EXTERIOR VISION GLAZING USE
1/4" PILKINGTON EVERGREEN ECLIPSE
ADVANTAGE LOW E #2 TEMP
1/2" SPACER - AIR
1/4" PPG SOLARBAN 60XL #3 TEMP
STOREFRONT FRAMING:
U.O.N @ VISION SYSTEM, MIN 2"x4 1/2" OFFSET
SYSTEM. U.O.N. @ SPANDREL SYSTEM, 2"x1 3/4"
OFFSET SYSTEM. STOREFRONT SYSTEM TO BE
DESIGN BUILD BY THE GENERAL CONTRACTOR .
DESIGN SHALL COMPLY WITH ALL RELEVANT CODE
& WIND LOADING REQUIREMENTS.
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03.26.2025
A4_2
COLOR
ELEVATIONS
MT
N
V
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W
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P
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1
3
KEYNOTES
GLAZING LEGEND & NOTES
EXTERIOR WALL COLOR LEGEND & NOTES
PR
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03.26.2025
A4_3
RENDERINGS
MT
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3
VIEW FROM HEMLOCK AVE. & JURUPA AVE. NIGHT VIEW FROM HEMLOCK AVE. & JURUPA AVE.
VIEW FROM LIVE OAK AVE. & JURUPA AVE. NIGHT VIEW FRO M LIVE OAK AVE. & JURUPA AVE.
VIEW FROM LIVE OAK AVE.
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03.26.2025
A5
COLOR BOARD
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15 11
14
14
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13
1412
14
14
14
9
9
128
14
9
5
109
10
8
6
FC-1.0
SITE PHOTOMETRIC PLAN
ELECTRICAL SITE PHOTOMETRIC PLAN 1
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03.26.2025
MT
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1
3
HE
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JURUPA AVE