LANDSCAPE AREA
CONCRETE PAVING. SEE CIVIL
DRAWINGS FOR PAVING SECTIONS
FIRE HYDRANT. PROVIDE PIPE
BOLLARD PROTECTION POSTS AS
REQUIRED. SEE 3/AD1.1
STREET LIGHT
INDICATES AN ACCESSIBLE ROUTE.
MUST COMPLY w/ SITE PLAN
GENERAL NOTE #6
PROPERTY LINE
DOCK HIGH DOOR
DRIVE THRU. DOOR
NORTH
PROJECT
LOCATION
RIVERSIDE AVE
WILLOW AVE
VALLEY BLVD
10 FRY
SAN BERNADINO AVE
BUILDING 2
46,758 SF
BUILDING 1
73,210 SF
OFFICE AREA
2,000 S.F.
GROUND LEVEL
1,200 S.F.
MEZZANINE
LEVEL
OFFICE AREA
2,000 S.F.
GROUND LEVEL
1,200 S.F.
MEZZANINE
LEVEL
OFFICE AREA
2,000 S.F.
GROUND LEVEL
1,200 S.F.
MEZZANINE
LEVEL
WILLOW AVENUE
VALLEY BLVD
26' FIRE LANE
3 DOCK WELLS
2 K.O DOOR
GL DOOR
7 DOCK HI DOORS
1 K.O DOOR
GL DOOR
5 DOCK WELLS
GL DOOR
10 7
10 9
4 6
35 7
6 5
11 7
5 6
6 4
111
114
114 114
139
124
140
T
T
105
ELECTRICAL
ROOM
109
109 ELECTRICAL
ROOM
105
104
105
105
105
4 A1_2
3 A1_1
7 A1_2
2 A1_1
1 A1_1
A1_5 1
A1_4
3 A1_5 2
174
A1_3
3 A1_4
1 102
102
32' FIRE LANE
174
174 174
173 173
173 173
175 175 A1_3 1
4 A1_4
+6'-3".
+4'-6".
22'-0"
27'-0"
VARIES
+25'-4".
DRIVE
32'-0" 90'-0 1/16" 280'-0" 91'-11 15/16"
DRIVE
40'-0" 175'-0 1/16"
DRIVE
32'-0" 155'-0"
32'-6"
35'-0"
38'-0" 32'-0"
35'-0"
32'-6"
43'-0" 56'-0" 56'-0" 56'-0" 41'-0"
47'-0"
43'-6"
38'-0"
252'-0"
60'-0" 40'-0" 60'-0" 60'-0" 60'-0"
81'-0"
26'-0"
64'-0" 4'-0" 85'-0"
8' - 0" 20' - 0" 26' - 0" 20' - 0" 23' - 0"
25' - 0"
25' - 0"
6' - 0"
46' - 0"
50' - 0"
25' MIN.
25' - 1" 70' - 0"
40' - 0" 50' - 0" 50' - 0" 53' - 0"
56' - 0"
193' - 0"
264' - 0"
71' - 0" 56' - 0" 56' - 0" 56' - 0" 25' - 0"
85' - 1"
105
124
140
140
VARIES
+5'-0".
4'-0" 23'-2"
4'-0" 53'-10"
+5'-10".
25'-8"
94'-0"
1 A1_2
R 25' - 0" R 25' - 0" R 25' - 0"
R 25' - 0"
R 25' - 0"
112 112
111 111
111 111
111 111
112 112 112 112 113 116 115 116 117 115 111
111 111
111 111
111 111 111 111
111 111
111 112 111 112
118 117 116 115
111 111
111 111
111 111
DRIVE
32'-0"
175 175
FIRE LANE
32'-0"
32' FIRE LANE
39'-2 21/32"
2 A1_3
4 A1_3
2 A1_4
75'-0"
A1_5 3
32'-0"
32'-0"
32'-0"
32'-0"
32'-0"
FIRE LANE
32'-0"
FIRE LANE
32'-0"
PCC "U" SHAPED CHANNEL
PER CIVIL DRAWINGS
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 FORM 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
10. 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
11. ALL EXPOSED BIORETENSION DEVICE COVERINGS
SHALL BE PAINTED FORREST GREEN.
12. 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 19/AD1.1
PROJECT
1/28/2025 1:31:22 PM
4TH PLANNING SUBMITTAL
A21-2181
RIALTO, CA
01.28.2025
A1
SITE PLAN
IBG VALLEY BLVD
SITE LEGEND
SITE PLAN GENERAL NOTES
VICINITY MAP
SCOPE OF WORK
CONSTRUCT TWO NEW ONE STORY + MEZZANINE CONCRETE
TILT-UP WAREHOUSE/DISTRIBUTION FACILITIES WITH
ELECTRICAL AND PLUMBING SERVICES, EXTERIOR LIGHTING,
LANDSCAPING & IRRIGATION, TRASH ENCLOSURES, CONCRETE
SCREEN WALLS. FIRE SPRINKLER AND GRADING PLANS TO BE
A SEPARATE SUBMITTAL AND PERMIT
LEGAL DESCRIPTION & ZONING
LEGAL DESCRIPTION: SEE CIVIL PLAN
ASSESSOR'S PARCEL NO: 0132-204-04, 0132-182-08 & -09
SPECIFIC PLAN LEGEND: GATEWAY SPECIFIC PLAN
ZONING: F-C ( FREEWAY COMMERCIAL)
A0 TITLE SHEET
A1 SITE PLAN
A1_1 ENLARGED SITE PLANS
A1_2 ENLARGED SITE PLANS
A1_3 SCREEN WALL PLAN & ELEVATIONS
A1_4 AERIAL IMAGE
A1_5 SITE PHOTOS
A2_1 GROUND LEVEL FLOOR PLAN_BUILDING 1
A2_2 GROUND LEVEL FLOOR PLAN_BUILDING 2
A3_1 ROOF PLAN BUILDING 1
A3_2 ROOF PLAN BUILDING 2
A4_1 EXTERIOR ELEVATIONS BUILDING 1
A4_2 EXTERIOR ELEVATIONS BUILDING 2
A4_3 MATERIAL BOARD
A4_4 AERIAL VIEW
A4_5 AERIAL VIEW
C1 TITLE SHEET
C2 DEMOLITION PLANS
C3 PRECISE GRADING PLANS
C4 PRECISE GRADING PLANS
C5 SECTIONS AND DETAILS
C6 TRUCK TURNING TEMPLATE
C7 TRUCK TURNING TEMPLATE
L1 CONCEPTUAL LANDSCAPE PLAN
L2 CONCEPTUAL LANDSCAPE PLAN
E1 PHOTOMETRIC PLAN
SHEET INDEX
ADDRESS: INVESTING BUILDING GROUP
CONTACT: BRIAN BARGEMANN
PHONE: 949.263.1111
EMAIL: [email protected]
DEVELOPER/OWNER
HERDMAN ARCHITECTURE & DESIGN, INC.
100 BAYVIEW CIRCLE SUITE 100
NEWPORT BEACH, CA 92660
CONTACT: BRIDGET HERDMAN
PHONE: 714.389.2800
EMAIL: [email protected]
APPLICANT'S REPRESENTATIVE/ARCHITECT
KEYNOTES
1" = 30'-0" 1 PROPOSED SITE PLAN
102 PROPOSED DRIVEWAY, PER JURISDICTIONAL STANDARDS.
104 ASPHALT PAVING.
105 CONCRETE PAVING.
109 (N) TRANSFORMER LOCATION.
111 TYP U.O.N., STANDARD PARKING STALL. 9'-0" WIDE x 20'-0" DEEP
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). PROVID E
EVSE (ELECTRIC VEHICLE SUPPLY EQUIPMENT). MATCH
STANDARD STALL SIZE.
114 ACCESSIBLE SITE ENTRANCE SIGN.
115 STANDARD ACCESSIBLE PARKING STALL. 9'-0" WIDE x
DEPTH OF STANDARD STALL.
116 VAN ACCESSIBLE PARKING STALL. 12'-0" WIDE x DEPT H OF
STANDARD STALL
117 STANDARD ACCESSIBLE EVCS (ELECTRICAL VEHICLE
CHARGING STATION). 9'-0" WIDE x DEPTH OF STANDARD
STALL. PROVIDE ELECTRIC VEHICLE SUPPLY EQUIPMENT.
118 VAN ACCESSIBLE EVCS (ELECTRICAL VEHICLE CHARGING
STATION). 12'-0" WIDE x DEPTH OF STANDARD STALL.
PROVIDE ELECTRIC VEHICLE SUPPLY EQUIPMENT.
124 EXERIOR CONCRETE LANDING.
139 RETAINING WALL.
140 TRASH ENCLOSURE w/ ROOF COVERING.
173 EXISTING SCREEN WALL TO REMAIN.
174 EXISTING CHAIN LINK FENCE TO REMAIN.
175 CONCRETE TILT-UP SCREEN WALL. MIN HEIGHT 5'-0"
ABOVE HIGHEST ADJACENT FINISHED GRADE. PAINT BOTH
SIDES AND TOP OF WALL. SEE PLANS FOR COLOR
SCHEDULE.
PROJECT INFORMATION